=== Generating (published_papers) ===
=== Generating (research_interests) ===
=== Generating (teaching_experience) ===
=== Generating (education) ===
=== Generating (research_experience) ===
=== Generating (misc) ===
=== Generating (research_projects) ===
=== Generating (books_etc) ===
=== Generating (committee_memberships) ===
=== Generating (awards) ===
=== Generating (association_memberships) ===
=== Generating (presentations) ===
==== begin registerFile(/WWW/pub2/data/ERD/person/10600/researchmap/published_papers.jsonl) ====
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line:96, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451036"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300312","label":"url"}],"paper_title":{"en":"近赤外分光法によるポリマーセメントモルタルの硫酸腐食評価","ja":"近赤外分光法によるポリマーセメントモルタルの硫酸腐食評価"},"authors":{"en":[{"name":"野並 優二"},{"name":"Tsukagoshi Masayuki"},{"name":"Ueda Takao"}],"ja":[{"name":"野並 優二"},{"name":"塚越 雅幸"},{"name":"上田 隆雄"}]},"publication_date":"2015-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.37","number":"No.1","starting_page":"1183","ending_page":"1188","languages":["jpn"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:97, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451037"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300311","label":"url"}],"paper_title":{"en":"表面仕上材料下のコンクリート中の鉄筋腐食速度","ja":"表面仕上材料下のコンクリート中の鉄筋腐食速度"},"authors":{"en":[{"name":"杉本 理恵"},{"name":"Tsukagoshi Masayuki"},{"name":"Ueda Takao"}],"ja":[{"name":"杉本 理恵"},{"name":"塚越 雅幸"},{"name":"上田 隆雄"}]},"publication_date":"2015-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.37","number":"No.1","starting_page":"607","ending_page":"612","languages":["jpn"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
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line:99, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451039"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300304","label":"url"}],"paper_title":{"en":"HPFRCCによるASR膨張抑制効果に関する検討","ja":"HPFRCCによるASR膨張抑制効果に関する検討"},"authors":{"en":[{"name":"甲把 浩基"},{"name":"Ueda Takao"},{"name":"大西 史哲"},{"name":"Tsukagoshi Masayuki"}],"ja":[{"name":"甲把 浩基"},{"name":"上田 隆雄"},{"name":"大西 史哲"},{"name":"塚越 雅幸"}]},"publication_date":"2015-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.37","number":"No.1","starting_page":"1579","ending_page":"1584","languages":["jpn"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:100, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451040"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300301","label":"url"}],"paper_title":{"en":"電気化学的補修適用後に表面保護を行ったコンクリート中の鉄筋防食効果に関する検討","ja":"電気化学的補修適用後に表面保護を行ったコンクリート中の鉄筋防食効果に関する検討"},"authors":{"en":[{"name":"中山 一秀"},{"name":"Ueda Takao"},{"name":"七澤 章"},{"name":"Tsukagoshi Masayuki"}],"ja":[{"name":"中山 一秀"},{"name":"上田 隆雄"},{"name":"七澤 章"},{"name":"塚越 雅幸"}]},"publication_date":"2015-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.37","number":"No.1","starting_page":"943","ending_page":"948","languages":["jpn"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:101, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451041"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300324","label":"url"}],"paper_title":{"en":"Resistance performance of concrete using both blast furnace slag cement and fly ash against chloride attack and carbonation","ja":"Resistance performance of concrete using both blast furnace slag cement and fly ash against chloride attack and carbonation"},"authors":{"en":[{"name":"Miura Kenta"},{"name":"Ueda Takao"},{"name":"Tsukagoshi Masayuki"}],"ja":[{"name":"三浦 健太"},{"name":"上田 隆雄"},{"name":"塚越 雅幸"}]},"publication_date":"2015-06-01","publication_name":{"en":"Advanced Materials Research","ja":"Advanced Materials Research"},"volume":"Vol.1110","starting_page":"271","ending_page":"276","languages":["eng"],"referee":true,"identifiers":{"doi":["10.4028/www.scientific.net/AMR.1110.271"],"issn":["1662-8985"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:102, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451042"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300322","label":"url"}],"paper_title":{"en":"Corrosion rate of steel in fly ash concrete containing chlorides","ja":"Corrosion rate of steel in fly ash concrete containing chlorides"},"authors":{"en":[{"name":"Miyata Keiji"},{"name":"Ueda Takao"},{"name":"Tsukagoshi Masayuki"}],"ja":[{"name":"宮田 啓志"},{"name":"上田 隆雄"},{"name":"塚越 雅幸"}]},"publication_date":"2015-06-01","publication_name":{"en":"Advanced Materials Research","ja":"Advanced Materials Research"},"volume":"Vol.1110","starting_page":"107","ending_page":"112","languages":["eng"],"referee":true,"identifiers":{"doi":["10.4028/www.scientific.net/AMR.1110.107"],"issn":["1662-8985"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:103, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451043"},"force":{"see_also":[{"@id":"https://www.scopus.com/record/display.url?eid=2-s2.0-84929675561&origin=inward","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300275","label":"url"}],"paper_title":{"en":"Existing Form of Arginine in \"Environmentally Active Concrete'' and the Elution Behavior in Water","ja":"コンクリートに混和したアルギニンの存在形態と溶出機構"},"authors":{"en":[{"name":"佐藤 和博"},{"name":"Kozuki Yasunori"},{"name":"多良 千鶴"},{"name":"西村 博一"},{"name":"Nakanishi Takashi"},{"name":"Ueda Takao"},{"name":"Yamanaka Ryoichi"}],"ja":[{"name":"佐藤 和博"},{"name":"上月 康則"},{"name":"多良 千鶴"},{"name":"西村 博一"},{"name":"中西 敬"},{"name":"上田 隆雄"},{"name":"山中 亮一"}]},"publication_date":"2015-05-01","publication_name":{"en":"Journal of the Society of Materials Science, Japan","ja":"材料"},"volume":"Vol.64","number":"No.5","starting_page":"417","ending_page":"423","referee":true,"identifiers":{"doi":["10.2472/jsms.64.417"],"issn":["1880-7488"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:104, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451044"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300355","label":"url"}],"paper_title":{"en":"The Surface Geometry and Bond Behavior of Threaded Bars","ja":"The Surface Geometry and Bond Behavior of Threaded Bars"},"authors":{"en":[{"name":"Chiu Chien-Kuo"},{"name":"Ueda Takao"},{"name":"Lin Ker-Chun"},{"name":"Chi Kai-Ning"}],"ja":[{"name":"Chiu Chien-Kuo"},{"name":"上田 隆雄"},{"name":"Lin Ker-Chun"},{"name":"Chi Kai-Ning"}]},"publication_date":"2015-03-01","publication_name":{"en":"Proceedings of International Forum on Advanced Technologies 2015","ja":"Proceedings of International Forum on Advanced Technologies 2015"},"starting_page":"71","ending_page":"73","languages":["eng"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:105, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451045"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300351","label":"url"}],"paper_title":{"en":"Complex deterioration of reinforced concrete due to chloride induced steel corrosion and ASR","ja":"Complex deterioration of reinforced concrete due to chloride induced steel corrosion and ASR"},"authors":{"en":[{"name":"Gappa Hiroki"},{"name":"Ueda Takao"},{"name":"Nanasawa Akira"},{"name":"Tsukagoshi Masayuki"}],"ja":[{"name":"Gappa Hiroki"},{"name":"上田 隆雄"},{"name":"Nanasawa Akira"},{"name":"塚越 雅幸"}]},"publication_date":"2015-03-01","publication_name":{"en":"Proceedings of International Forum on Advanced Technologies 2015","ja":"Proceedings of International Forum on Advanced Technologies 2015"},"starting_page":"134","ending_page":"136","languages":["eng"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:106, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451046"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300350","label":"url"}],"paper_title":{"en":"Protection effect against steel corrosion in concrete due to surface treatment after applying electrochemical repair methods","ja":"Protection effect against steel corrosion in concrete due to surface treatment after applying electrochemical repair methods"},"authors":{"en":[{"name":"Nakayama Kazuhide"},{"name":"Ueda Takao"},{"name":"Nanasawa Akira"},{"name":"Tsukagoshi Masayuki"}],"ja":[{"name":"Nakayama Kazuhide"},{"name":"上田 隆雄"},{"name":"Nanasawa Akira"},{"name":"塚越 雅幸"}]},"publication_date":"2015-03-01","publication_name":{"en":"Proceedings of International Forum on Advanced Technologies 2015","ja":"Proceedings of International Forum on Advanced Technologies 2015"},"starting_page":"131","ending_page":"133","languages":["eng"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:107, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451047"},"force":{"see_also":[{"@id":"https://ci.nii.ac.jp/naid/130005129374/","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1390282679806018048/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=300277","label":"url"}],"paper_title":{"en":"RESISTANCE PERFORMANCE AGAINST CHLORIDE INDUCED CORROSION OF CONCRETE CONTAINING ALGININE","ja":"アルギニンを混入したコンクリートの塩害抵抗性能に関する研究"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"佐藤 和博"},{"name":"飯干 富広"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"佐藤 和博"},{"name":"飯干 富広"},{"name":"宮川 豊章"}]},"description":{"en":"It has been reported that concrete containing alginine, a kind of amino acid, could promote the growth of microalga on concrete surface during the setting in marine environment, which would improve the habitat for fishes in the sea. On the other hand, if the alginine mixed concrete is applied to a reinforced concrete structure in the marine environment, high durability against the chloride induced corrosion should be assured. Such a data relating durability of alginine mixed concrete hasn't been investigated so far.<br/>Considering this background, in this study, salt water spraying test and marine exposure test using reinforced concrete specimens containing alginine were conducted to investigate the resistance performance of concrete containing alginine against chloride induced corrosion. Moreover, pore solution of mortar specimens was extracted by the high compressive pressure for the chemical analysis to measure the concentration of several ions. As a result, Cl<sup>-</sup>/OH<sup>-</sup> molar ratio in pore solution was decreased and a steel corrosion in concrete monitored by electrochemical indexes was suppressed with the addition of alginine. Furthermore, alginine contained in pore solution changed to other kinds of amino acid, ornithine or citrulline, especially in the case of mortar using normal cement compared with the case using blast furnace slag cement.","ja":"アミノ酸の一種であるアルギニンを混入したコンクリートは，海洋環境においてコンクリート表面への藻類の付着が促進され，魚類等の生物生息環境が改善できることが報告されている．本研究では海洋コンクリート構造物への適用を想定し，アルギニン混入コンクリートを用いた鉄筋コンクリートの塩害抵抗性を検討するため，塩水噴霧試験，海洋暴露実験とモルタル細孔溶液の化学分析を実施した．この結果，アルギニンを添加することによってモルタル細孔溶液中のCl<sup>-</sup>/OH<sup>-</sup>モル比が減少し，コンクリート中の鉄筋腐食が抑制される傾向を示した．"},"publication_date":"2015-02-01","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"number":"No.68","starting_page":"330","ending_page":"336","languages":["jpn"],"referee":true,"identifiers":{"doi":["10.14250/cement.68.330"],"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
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line:150, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30496227"},"force":{"see_also":[{"@id":"http://ci.nii.ac.jp/naid/130000428201/","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1390282680196905472/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=224839","label":"url"}],"paper_title":{"en":"Effect of electrochemical penetration of lithium ions on concrete expansion due to ASR","ja":"Effect of electrochemical penetration of lithium ions on concrete expansion due to ASR"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Baba Yuuta"},{"name":"Nanasawa Akira"}],"ja":[{"name":"上田 隆雄"},{"name":"Baba Yuuta"},{"name":"Nanasawa Akira"}]},"description":{"en":"Concrete expansion due to alkali-silica reaction (ASR) is one of the serious deterioration mechanisms of concrete structures. However, no promising repair method for ASR has been established yet. In a bid to remedy this situation, an electrochemical technique to accelerate the penetration of the lithium ions (Li+) in a lithium-based electrolyte solution into concrete has been developed for the purpose of suppressing ASR-induced expansion due to Li+. From the results of past research work, the penetration area of Li+ is limited around the concrete surface and it is difficult to make Li+ penetrate into the deeper part of concrete.In this study, experimental investigation was carried out aiming to grasp the influence of the kinds of lithium salts and the temperature of the electrolyte solution on the migration properties of ions in concrete and ASR-induced expansion of concrete. The electrochemical migration of Li+ was found to accelerate with rises in temperature and the effective diffusion coefficient of Li+ increased three times with changes in temperature from 20°C to 40°C in the case of a Li2CO3 electrolyte solution. Moreover, ASR-induced expansion of concrete after this treatment was suppressed compared with the case of non-treated specimens.","ja":"Concrete expansion due to alkali-silica reaction (ASR) is one of the serious deterioration mechanisms of concrete structures. However, no promising repair method for ASR has been established yet. In a bid to remedy this situation, an electrochemical technique to accelerate the penetration of the lithium ions (Li+) in a lithium-based electrolyte solution into concrete has been developed for the purpose of suppressing ASR-induced expansion due to Li+. From the results of past research work, the penetration area of Li+ is limited around the concrete surface and it is difficult to make Li+ penetrate into the deeper part of concrete.In this study, experimental investigation was carried out aiming to grasp the influence of the kinds of lithium salts and the temperature of the electrolyte solution on the migration properties of ions in concrete and ASR-induced expansion of concrete. The electrochemical migration of Li+ was found to accelerate with rises in temperature and the effective diffusion coefficient of Li+ increased three times with changes in temperature from 20°C to 40°C in the case of a Li2CO3 electrolyte solution. Moreover, ASR-induced expansion of concrete after this treatment was suppressed compared with the case of non-treated specimens."},"publication_date":"2011-02-01","publication_name":{"en":"Journal of Advanced Concrete Technology","ja":"Journal of Advanced Concrete Technology"},"volume":"Vol.9","number":"No.1","starting_page":"31","ending_page":"39","languages":["eng"],"referee":true,"identifiers":{"doi":["10.3151/jact.9.31"],"issn":["1346-8014"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
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line:179, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451119"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=175530","label":"url"}],"paper_title":{"en":"フライアッシュの混和が反応性骨材含有モルタルの細孔溶液組成に与える影響","ja":"フライアッシュの混和が反応性骨材含有モルタルの細孔溶液組成に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"馬場 勇太"},{"name":"田中 慎吾"},{"name":"武田 展征"},{"name":"七澤 章"}],"ja":[{"name":"上田 隆雄"},{"name":"馬場 勇太"},{"name":"田中 慎吾"},{"name":"武田 展征"},{"name":"七澤 章"}]},"publication_date":"2007-11-01","publication_name":{"en":"コンクリート構造物の補修·補強·アップグレード論文報告集","ja":"コンクリート構造物の補修·補強·アップグレード論文報告集"},"volume":"Vol.7","starting_page":"15","ending_page":"20","languages":["jpn"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:180, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451120"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/9648780","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1521136281171358464/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=165028","label":"url"}],"paper_title":{"en":"Suppression of ASR expansion due to electro-osmosis of lithium carbonate solution","ja":"炭酸リチウム溶液の電気浸透によるASR膨張抑制に関する検討"},"authors":{"en":[{"name":"馬場 勇太"},{"name":"Ueda Takao"},{"name":"平岡 毅"},{"name":"七澤 章"}],"ja":[{"name":"馬場 勇太"},{"name":"上田 隆雄"},{"name":"平岡 毅"},{"name":"七澤 章"}]},"description":{"en":"アルカリ骨材反応によるコンクリートの膨張抑制効果が確認されているリチウムイオン(以下Li^+)を電気化学的にコンクリートに浸透させる工法に関して,コンクリート内部へのLi^+の浸透を促進させることが課題となっている．そこで本研究では,電解液としてLi_2CO_3を用いた場合の電気浸透によるLi^+のコンクリート中への浸透状況を電解液温度をパラメータとして測定するとともに,コンクリートのASR膨張との関係を検討した．この結果,電解液温度を40℃とした場合に,通電中のASR膨張は大きくなるものの,通電処理によるLi^+およびCl^-の移動は大幅に促進され,処理後の膨張速度も抑制できることがわかった．","ja":"アルカリ骨材反応によるコンクリートの膨張抑制効果が確認されているリチウムイオン(以下Li^+)を電気化学的にコンクリートに浸透させる工法に関して,コンクリート内部へのLi^+の浸透を促進させることが課題となっている．そこで本研究では,電解液としてLi_2CO_3を用いた場合の電気浸透によるLi^+のコンクリート中への浸透状況を電解液温度をパラメータとして測定するとともに,コンクリートのASR膨張との関係を検討した．この結果,電解液温度を40℃とした場合に,通電中のASR膨張は大きくなるものの,通電処理によるLi^+およびCl^-の移動は大幅に促進され,処理後の膨張速度も抑制できることがわかった．"},"publication_date":"2007-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.29","number":"No.1","starting_page":"1239","ending_page":"1244","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:181, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451121"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/9649407","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1522825131034900352/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=165026","label":"url"}],"paper_title":{"en":"Electrochemical corrosion control method using HPFRCC anode layer","ja":"HPFRCC陽極層を用いた電気化学的防食工法に関する研究"},"authors":{"en":[{"name":"稲岡 和彦"},{"name":"Ueda Takao"},{"name":"亀田 貴文"},{"name":"七澤 章"}],"ja":[{"name":"稲岡 和彦"},{"name":"上田 隆雄"},{"name":"亀田 貴文"},{"name":"七澤 章"}]},"description":{"en":"鉄筋腐食により劣化したコンクリート構造物の防食・補修工法として,電気化学的防食工法の適用が進んでいる．この工法により,鉄筋防食効果は得られるが,構造物の力学的性能の向上や剥落防止効果は得られない．そこで本研究では,電気化学的防食工法の陽極材をコンクリート表面に接着し,被覆する材料として複数微細ひび割れ型繊維補強セメント複合材料(HPFRCC)を用いることで,防食効果に加えて力学的性能の向上効果が期待できる工法の可能性を明らかにすることを目的として検討を行った．本工法を適用した小型RCはり供試体の曲げ載荷試験の結果,本工法による曲げ補強効果が確認された．","ja":"鉄筋腐食により劣化したコンクリート構造物の防食・補修工法として,電気化学的防食工法の適用が進んでいる．この工法により,鉄筋防食効果は得られるが,構造物の力学的性能の向上や剥落防止効果は得られない．そこで本研究では,電気化学的防食工法の陽極材をコンクリート表面に接着し,被覆する材料として複数微細ひび割れ型繊維補強セメント複合材料(HPFRCC)を用いることで,防食効果に加えて力学的性能の向上効果が期待できる工法の可能性を明らかにすることを目的として検討を行った．本工法を適用した小型RCはり供試体の曲げ載荷試験の結果,本工法による曲げ補強効果が確認された．"},"publication_date":"2007-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.29","number":"No.1","starting_page":"1341","ending_page":"1346","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:182, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451122"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/9649562","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1524232505918613504/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=165025","label":"url"}],"paper_title":{"en":"Monitoring of steel corrosion in concrete admixing fly ash","ja":"フライアッシュを混和したコンクリート中の鉄筋腐食モニタリングに関する研究"},"authors":{"en":[{"name":"田中 慎吾"},{"name":"Ueda Takao"},{"name":"加川 哲也"},{"name":"七澤 章"}],"ja":[{"name":"田中 慎吾"},{"name":"上田 隆雄"},{"name":"加川 哲也"},{"name":"七澤 章"}]},"description":{"en":"コンクリート用混和材としてフライアッシュの活用を積極的に進めるにあたっては,フライアッシュを混和したコンクリート構造物の耐久性評価が不可欠である．本研究では,フライアッシュの種類および置換率を変化させたフライアッシュ混和RC供試体を作製し,コンクリート中の鉄筋腐食状況を電気化学的モニタリング手法により評価した．さらに,同時に作製したモルタルから抽出された細孔溶液の化学分析により,Cl^-固定化性状の評価を試みた．この結果,フライアッシュの混和により,Cl^-固定化能力の増進や,鉄筋防食効果が期待できる場合があることがわかった．","ja":"コンクリート用混和材としてフライアッシュの活用を積極的に進めるにあたっては,フライアッシュを混和したコンクリート構造物の耐久性評価が不可欠である．本研究では,フライアッシュの種類および置換率を変化させたフライアッシュ混和RC供試体を作製し,コンクリート中の鉄筋腐食状況を電気化学的モニタリング手法により評価した．さらに,同時に作製したモルタルから抽出された細孔溶液の化学分析により,Cl^-固定化性状の評価を試みた．この結果,フライアッシュの混和により,Cl^-固定化能力の増進や,鉄筋防食効果が期待できる場合があることがわかった．"},"publication_date":"2007-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.29","number":"No.1","starting_page":"1371","ending_page":"1376","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:183, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451123"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/9634480","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1522262181079966976/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=177420","label":"url"}],"paper_title":{"en":"Detection of chloride ion in hardend cement using near-infrared spectroscopy","ja":"近赤外分光法を用いたセメント硬化体中の塩化物イオンの検出"},"authors":{"en":[{"name":"Khori Masato"},{"name":"Frukawa Tomoki"},{"name":"Ueda Takao"},{"name":"Mizuguchi Hiroyuki"}],"ja":[{"name":"郡 政人"},{"name":"古川 智紀"},{"name":"上田 隆雄"},{"name":"水口 裕之"}]},"description":{"en":"近年,コンクリート中の塩化物イオンの検出を目的として,近赤外分光法を用いた新しい検査手法が提案されている．この手法を用いれば,化学分析を行うことなく比較的簡単に短時間でコンクリート中の塩化物イオン量の推定が可能であるが,現時点では基礎的データが不足している．そこで,本研究ではセメントペーストおよびモルタルの練混ぜ時に塩化物を混入させた試料を用いて,本手法の適用可能性を確認するとともに,検出された塩化物イオンの形態と中性化の影響に関して考察を加えた．","ja":"近年,コンクリート中の塩化物イオンの検出を目的として,近赤外分光法を用いた新しい検査手法が提案されている．この手法を用いれば,化学分析を行うことなく比較的簡単に短時間でコンクリート中の塩化物イオン量の推定が可能であるが,現時点では基礎的データが不足している．そこで,本研究ではセメントペーストおよびモルタルの練混ぜ時に塩化物を混入させた試料を用いて,本手法の適用可能性を確認するとともに,検出された塩化物イオンの形態と中性化の影響に関して考察を加えた．"},"publication_date":"2007-07","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.29","number":"No.2","starting_page":"769","ending_page":"774","languages":["zho"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:184, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451124"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=165030","label":"url"}],"paper_title":{"en":"Electrochemical rehabilitation with the aid of ductile fiber reinforced cementitious composites in anode system","ja":"Electrochemical rehabilitation with the aid of ductile fiber reinforced cementitious composites in anode system"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Inaoka Kazuhiko"},{"name":"Nanasawa Akira"},{"name":"Ashida Masanobu"}],"ja":[{"name":"上田 隆雄"},{"name":"稲岡 和彦"},{"name":"七澤 章"},{"name":"芦田 公伸"}]},"publication_date":"2007-06-01","publication_name":{"en":"Proceedings of the Fifth International Conference on Concrete Under Severe Conditions","ja":"Proceedings of the Fifth International Conference on Concrete Under Severe Conditions"},"volume":"Vol.1","starting_page":"491","ending_page":"498","languages":["eng"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:185, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451125"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=155108","label":"url"}],"paper_title":{"en":"ASRで劣化したコンクリート中の鉄筋とコンクリートとの付着挙動","ja":"ASRで劣化したコンクリート中の鉄筋とコンクリートとの付着挙動"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"山口 圭亮"},{"name":"Watanabe Takeshi"},{"name":"西畑 清華"}],"ja":[{"name":"上田 隆雄"},{"name":"山口 圭亮"},{"name":"渡邉 健"},{"name":"西畑 清華"}]},"description":{"en":"アルカリシリカ反応により劣化したコンクリート構造物の力学的性能を精度よく評価するためには，劣化が進行したコンクリート中の鉄筋とコンクリートとの付着挙動を定量的に把握する必要があるが，現状では，ASRによる劣化程度と付着挙動の関係に関するデータが不足している．そこで本研究では，ASRの進行したコンクリートからの鉄筋引抜き付着試験を実施することにより，ASRによる劣化程度が鉄筋付着挙動に与える影響を明らかにすることを目的とした．この結果，NaClを初期添加した場合には，ASRによるコンクリートの膨張率が0.1%程度までは付着強度が増加する傾向が認められたが，0.2%程度以上では，鉄筋腐食とASR膨張の複合劣化により，付着強度が低下した．","ja":"アルカリシリカ反応により劣化したコンクリート構造物の力学的性能を精度よく評価するためには，劣化が進行したコンクリート中の鉄筋とコンクリートとの付着挙動を定量的に把握する必要があるが，現状では，ASRによる劣化程度と付着挙動の関係に関するデータが不足している．そこで本研究では，ASRの進行したコンクリートからの鉄筋引抜き付着試験を実施することにより，ASRによる劣化程度が鉄筋付着挙動に与える影響を明らかにすることを目的とした．この結果，NaClを初期添加した場合には，ASRによるコンクリートの膨張率が0.1%程度までは付着強度が増加する傾向が認められたが，0.2%程度以上では，鉄筋腐食とASR膨張の複合劣化により，付着強度が低下した．"},"publication_date":"2007-02-01","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"number":"No.60","starting_page":"396","ending_page":"402","languages":["jpn"],"referee":true,"identifiers":{"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:186, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451126"},"force":{"see_also":[{"@id":"https://www.scopus.com/record/display.url?eid=2-s2.0-33751280207&origin=inward","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=154650","label":"url"}],"paper_title":{"en":"Application of a New Measuring Method Using Optical Fiber Strain Sensor to an Underground Tunnel","ja":"Application of a New Measuring Method Using Optical Fiber Strain Sensor to an Underground Tunnel"},"authors":{"en":[{"name":"Fukuro Atsushi"},{"name":"Trigoe Toshihiko"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"}],"ja":[{"name":"Fukuro Atsushi"},{"name":"Trigoe Toshihiko"},{"name":"水口 裕之"},{"name":"上田 隆雄"}]},"publication_date":"2006-10-30","publication_name":{"en":"International Journal of Modern Physics B","ja":"International Journal of Modern Physics B"},"volume":"Vol.20","number":"No.25n27","starting_page":"3692","ending_page":"3697","languages":["eng"],"referee":true,"identifiers":{"doi":["10.1142/S0217979206040210"],"issn":["0217-9792"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:187, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451127"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=155111","label":"url"}],"paper_title":{"en":"曲げ加工部がASRで劣化したコンクリート中の鉄筋遅れ破壊特性に与える影響","ja":"曲げ加工部がASRで劣化したコンクリート中の鉄筋遅れ破壊特性に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"馬場 勇太"},{"name":"山口 圭亮"}],"ja":[{"name":"上田 隆雄"},{"name":"馬場 勇太"},{"name":"山口 圭亮"}]},"publication_date":"2006-10-01","publication_name":{"en":"コンクリート構造物の補修·補強·アップグレード論文報告集","ja":"コンクリート構造物の補修·補強·アップグレード論文報告集"},"volume":"Vol.6","starting_page":"103","ending_page":"108","languages":["jpn"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:188, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451128"},"force":{"see_also":[{"@id":"https://www.scopus.com/record/display.url?eid=2-s2.0-33751275528&origin=inward","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=155077","label":"url"}],"paper_title":{"en":"Application of desalination with CFRP composite electrode to concrete deteriorated by chloride attack","ja":"Application of desalination with CFRP composite electrode to concrete deteriorated by chloride attack"},"authors":{"en":[{"name":"Yamaguchi Keisuke"},{"name":"Ueda Takao"},{"name":"Nanasawa Akira"}],"ja":[{"name":"山口 圭亮"},{"name":"上田 隆雄"},{"name":"七澤 章"}]},"publication_date":"2006-10-01","publication_name":{"en":"International Journal of Modern Physics B","ja":"International Journal of Modern Physics B"},"volume":"Vol.20","number":"No.25n27","starting_page":"3704","ending_page":"3709","languages":["eng"],"referee":true,"identifiers":{"doi":["10.1142/S0217979206040234"],"issn":["0217-9792"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:189, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451129"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/9617570","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1521699231122906368/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=155101","label":"url"}],"paper_title":{"en":"Influence of ASR expansion on mechanical properties of concrete","ja":"アルカリ骨材反応による膨張がコンクリートの力学的性能に与える影響"},"authors":{"en":[{"name":"久保 善司"},{"name":"Ueda Takao"},{"name":"黒田 保"},{"name":"野村 倫一"}],"ja":[{"name":"久保 善司"},{"name":"上田 隆雄"},{"name":"黒田 保"},{"name":"野村 倫一"}]},"description":{"en":"近年,アルカリ骨材反応(ASR)を生じ,その膨張により著しく劣化した構造物が報告され,それらの構造物に対する補修・補強対策の確立が急務とされている．一方,これらの構造物に対する補強設計を実施するための,ASR劣化コンクリートの基礎的な力学データの不足が問題視されている．そこで,ASRにより生じた膨張量のレベルが異なる供試体の一軸圧縮試験を行い,詳細な検討を行った．その結果,コンクリートの強度レベルにかかわらず.膨張量3000μ程度においては,圧縮強度に大きな低下はないものの.変形特性に大きな影響を与えることが明らかとなった．","ja":"近年,アルカリ骨材反応(ASR)を生じ,その膨張により著しく劣化した構造物が報告され,それらの構造物に対する補修・補強対策の確立が急務とされている．一方,これらの構造物に対する補強設計を実施するための,ASR劣化コンクリートの基礎的な力学データの不足が問題視されている．そこで,ASRにより生じた膨張量のレベルが異なる供試体の一軸圧縮試験を行い,詳細な検討を行った．その結果,コンクリートの強度レベルにかかわらず.膨張量3000μ程度においては,圧縮強度に大きな低下はないものの.変形特性に大きな影響を与えることが明らかとなった．"},"publication_date":"2006-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.28","number":"No.1","starting_page":"1691","ending_page":"1696","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:190, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451130"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/9612548","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1523669555958599552/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=155098","label":"url"}],"paper_title":{"en":"Influence of mix proportion on basic properties of ductile fiber reinforced cementitious composite","ja":"配合条件が高じん性セメント複合材料の基礎的物性に与える影響"},"authors":{"en":[{"name":"稲岡 和彦"},{"name":"Ueda Takao"},{"name":"Mizuguchi Hiroyuki"}],"ja":[{"name":"稲岡 和彦"},{"name":"上田 隆雄"},{"name":"水口 裕之"}]},"description":{"en":"高じん性セメント複合材料(DFRCC)は,セメントモルタルに高性能有機短繊維を混入することで曲げ応力下において多数の微細ひび割れが分散し,曲げ・引張じん性の大幅な向上が実現できる新しい材料であるが,繊維の種類や配合条件の変化がDFRCCの力学的性能に与える影響など,基礎的データが不足しているのが現状である．そこで本研究は，混入繊維の種類や混入率,モルタルのW/Cなどの配合条件の変化が，DFRCCの力学的特性に与える影響を実験的に検討した．この結果,W/Bが30%のDFRCCはPE繊維を用いた場合に大きな曲げじん性が得られ,45%の場合にはPVA繊維でも大きな曲げじん性が得られた．","ja":"高じん性セメント複合材料(DFRCC)は,セメントモルタルに高性能有機短繊維を混入することで曲げ応力下において多数の微細ひび割れが分散し,曲げ・引張じん性の大幅な向上が実現できる新しい材料であるが,繊維の種類や配合条件の変化がDFRCCの力学的性能に与える影響など,基礎的データが不足しているのが現状である．そこで本研究は，混入繊維の種類や混入率,モルタルのW/Cなどの配合条件の変化が，DFRCCの力学的特性に与える影響を実験的に検討した．この結果,W/Bが30%のDFRCCはPE繊維を用いた場合に大きな曲げじん性が得られ,45%の場合にはPVA繊維でも大きな曲げじん性が得られた．"},"publication_date":"2006-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.28","number":"No.1","starting_page":"287","ending_page":"292","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:191, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451131"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/9613117","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1522825131031583232/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=155091","label":"url"}],"paper_title":{"en":"Relation between composition of pore solution and steel corrosion in mortar containing fly ash","ja":"細骨材代替でフライアッシュを混和したモルタル中の細孔溶液組成と鉄筋腐食の関係"},"authors":{"en":[{"name":"田中 慎吾"},{"name":"Ueda Takao"},{"name":"七澤 章"},{"name":"Mizuguchi Hiroyuki"}],"ja":[{"name":"田中 慎吾"},{"name":"上田 隆雄"},{"name":"七澤 章"},{"name":"水口 裕之"}]},"description":{"en":"天然骨材の枯渇化に伴い,フライアッシュを細骨材代替で用いる検討が進められているものの,このようなコンクリートの耐久性評価に必要な基礎的データは不足している．本研究では,フライアッシュの種類および置換率を変化させたフライアッシュ混和モルタルを作製し,抽出された細孔溶液の化学分析により,Cl^-固定化性状の評価を試みるとともに,モルタル中の鉄筋腐食挙動を検討した．この結果,IV種フライアッシュを混和した場合はII種フライアッシュの場合よりもCl^-固定化割合が小さかった．また,このような傾向はフライアッシュ置換率が大きい場合に顕著に認められた．","ja":"天然骨材の枯渇化に伴い,フライアッシュを細骨材代替で用いる検討が進められているものの,このようなコンクリートの耐久性評価に必要な基礎的データは不足している．本研究では,フライアッシュの種類および置換率を変化させたフライアッシュ混和モルタルを作製し,抽出された細孔溶液の化学分析により,Cl^-固定化性状の評価を試みるとともに,モルタル中の鉄筋腐食挙動を検討した．この結果,IV種フライアッシュを混和した場合はII種フライアッシュの場合よりもCl^-固定化割合が小さかった．また,このような傾向はフライアッシュ置換率が大きい場合に顕著に認められた．"},"publication_date":"2006-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.28","number":"No.1","starting_page":"653","ending_page":"658","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:192, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451132"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=155081","label":"url"}],"paper_title":{"en":"通電処理条件がリチウムの電気泳動とコンクリートのASR膨張に与える影響","ja":"通電処理条件がリチウムの電気泳動とコンクリートのASR膨張に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"吉田 幸弘"},{"name":"山口 圭亮"},{"name":"七澤 章"}],"ja":[{"name":"上田 隆雄"},{"name":"吉田 幸弘"},{"name":"山口 圭亮"},{"name":"七澤 章"}]},"description":{"en":"アルカリ骨材反応によるコンクリートの膨張抑制効果が確認されているリチウムイオン(以下Li+)を電気化学的にコンクリートに浸透させる手法が検討されている．本研究は，通電処理条件を変化させたときのリチウムイオン電気泳動特性およびコンクリートの膨張挙動の変化を把握することを目的として実験的検討を行った．この結果，通電時の温度を上げれば，Li+の電気泳動は促進され，実効拡散係数も大きくなるが，コンクリート内部へのLi+の浸透を大幅に促進する効果は認められなかった．さらに，通電処理後のコンクリート膨張率は，通電処理条件によらず，Li+の浸透量の大きかった通電面付近を中心に抑制される傾向を示した．","ja":"アルカリ骨材反応によるコンクリートの膨張抑制効果が確認されているリチウムイオン(以下Li+)を電気化学的にコンクリートに浸透させる手法が検討されている．本研究は，通電処理条件を変化させたときのリチウムイオン電気泳動特性およびコンクリートの膨張挙動の変化を把握することを目的として実験的検討を行った．この結果，通電時の温度を上げれば，Li+の電気泳動は促進され，実効拡散係数も大きくなるが，コンクリート内部へのLi+の浸透を大幅に促進する効果は認められなかった．さらに，通電処理後のコンクリート膨張率は，通電処理条件によらず，Li+の浸透量の大きかった通電面付近を中心に抑制される傾向を示した．"},"publication_date":"2006-02-01","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"number":"No.59","starting_page":"483","ending_page":"489","referee":true,"identifiers":{"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:193, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451133"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=127507","label":"url"}],"paper_title":{"en":"コンクリ-トのASR膨張および鉄筋腐食が鉄筋の遅れ破壊特性に与える影響","ja":"コンクリ-トのASR膨張および鉄筋腐食が鉄筋の遅れ破壊特性に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"西 祥志"},{"name":"山口 圭亮"},{"name":"吉田 幸弘"}],"ja":[{"name":"上田 隆雄"},{"name":"西 祥志"},{"name":"山口 圭亮"},{"name":"吉田 幸弘"}]},"publication_date":"2005-10-01","publication_name":{"en":"コンクリート構造物の補修·補強·アップグレード論文報告集","ja":"コンクリート構造物の補修·補強·アップグレード論文報告集"},"volume":"Vol.5","starting_page":"137","ending_page":"142","languages":["jpn"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:194, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451134"},"force":{"see_also":[{"@id":"http://ci.nii.ac.jp/naid/110006266585/","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1390001205418282752/","label":"url"},{"@id":"https://www.scopus.com/record/display.url?eid=2-s2.0-27144467476&origin=inward","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=123598","label":"url"}],"paper_title":{"en":"Properties of Concrete Using Copper Slag and Second Class Fly Ash as a Part of Fine Aggregate","ja":"銅スラグおよびⅡ種フライアッシュを細骨材の一部に置換して用いたコンクリートの性状"},"authors":{"en":[{"name":"ISHIMARU Keisuke"},{"name":"Mizuguchi Hiroyuki"},{"name":"Hashimoto Chikanori"},{"name":"Ueda Takao"},{"name":"藤田 和博"},{"name":"近江 正明"}],"ja":[{"name":"石丸 啓輔"},{"name":"水口 裕之"},{"name":"橋本 親典"},{"name":"上田 隆雄"},{"name":"藤田 和博"},{"name":"近江 正明"}]},"description":{"en":"In the Shikoku area, it is eager to request an alternative fine aggregate in stead of natural sand, in particular sea sand, by the reason of prohibition of borrowing sea sand in Seto Island Sea. In this study, the fundamental properties of concrete using copper slag (JIS A 5011-3) or second class fly ash (JIS A 6201) as a part of fine aggregate to apply for plain concrete structure is investigated. It is concluded that the concrete of 20mm in coarse aggregate maximum size, 50% in water-cement ratio and 40mm in coarse aggregate maximum size, 60% in water-cement ratio and up to 30%, except in the case of 50% in water-cement ratio of fly ash concrete is possible to 20%, at in volume percentage of sand using copper slag or second class fly ash is applicable for concrete structure.","ja":"In the Shikoku area, it is eager to request an alternative fine aggregate in stead of natural sand, in particular sea sand, by the reason of prohibition of borrowing sea sand in Seto Island Sea. In this study, the fundamental properties of concrete using copper slag (JIS A 5011-3) or second class fly ash (JIS A 6201) as a part of fine aggregate to apply for plain concrete structure is investigated. It is concluded that the concrete of 20mm in coarse aggregate maximum size, 50% in water-cement ratio and 40mm in coarse aggregate maximum size, 60% in water-cement ratio and up to 30%, except in the case of 50% in water-cement ratio of fly ash concrete is possible to 20%, at in volume percentage of sand using copper slag or second class fly ash is applicable for concrete structure."},"publication_date":"2005-08-15","publication_name":{"en":"Journal of the Society of Materials Science, Japan","ja":"材料"},"volume":"Vol.54","number":"No.8","starting_page":"828","ending_page":"833","languages":["jpn"],"referee":true,"identifiers":{"doi":["10.2472/jsms.54.828"],"issn":["0514-5163"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:195, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451135"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=127513","label":"url"}],"paper_title":{"en":"Effect of electrochemical penetration of lithium ions on ASR expansion of concrete","ja":"Effect of electrochemical penetration of lithium ions on ASR expansion of concrete"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Yoshida Yukihiro"},{"name":"Yamaguchi Keisuke"},{"name":"Ashida Masanobu"}],"ja":[{"name":"上田 隆雄"},{"name":"吉田 幸弘"},{"name":"山口 圭亮"},{"name":"芦田 公伸"}]},"publication_date":"2005-08-01","publication_name":{"en":"Proceedings of the Third International Conference on Engineering Materials (CD-ROM)","ja":"Proceedings of the Third International Conference on Engineering Materials (CD-ROM)"},"languages":["eng"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:196, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451136"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/7828149","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1524232505912402176/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=127506","label":"url"}],"paper_title":{"en":"フライアッシュの混和がモルタルのCl-固定化に与える影響","ja":"フライアッシュの混和がモルタルのCl-固定化に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"橘 健太"},{"name":"七澤 章"}],"ja":[{"name":"上田 隆雄"},{"name":"橘 健太"},{"name":"七澤 章"}]},"description":{"en":"フライアッシュを混和したコンクリートの塩害に対する耐久性を評価する場合には,Cl^-の固定化性状を定量的に把握する必要がある．本研究では,フライアッシュの種類および置換混和方法を変化させたフライアッシュ混和モルタルを作製し,抽出された細孔溶液の化学分析により,Cl^-固定化性状の評価を試みるとともに,モルタル中の鉄筋腐食挙動を検討した．この結果,IV種フライアッシュを混和した場合はII種フライアッシュの場合よりもCl^-固定化割合が小さかった．また,このような傾向はフライアッシュを外割りで混和した場合よりも,内割りで混和した場合に顕著に認められた．","ja":"フライアッシュを混和したコンクリートの塩害に対する耐久性を評価する場合には,Cl^-の固定化性状を定量的に把握する必要がある．本研究では,フライアッシュの種類および置換混和方法を変化させたフライアッシュ混和モルタルを作製し,抽出された細孔溶液の化学分析により,Cl^-固定化性状の評価を試みるとともに,モルタル中の鉄筋腐食挙動を検討した．この結果,IV種フライアッシュを混和した場合はII種フライアッシュの場合よりもCl^-固定化割合が小さかった．また,このような傾向はフライアッシュを外割りで混和した場合よりも,内割りで混和した場合に顕著に認められた．"},"publication_date":"2005-06-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.27","number":"No.1","starting_page":"889","ending_page":"894","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:197, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451137"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/7835572","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1523669555962049024/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=127505","label":"url"}],"paper_title":{"en":"塩害劣化コンクリートに対するCFRP複合電極を用いたデサリネーションの適用","ja":"塩害劣化コンクリートに対するCFRP複合電極を用いたデサリネーションの適用"},"authors":{"en":[{"name":"山口 圭亮"},{"name":"Ueda Takao"},{"name":"黒川 通"},{"name":"七澤 章"}],"ja":[{"name":"山口 圭亮"},{"name":"上田 隆雄"},{"name":"黒川 通"},{"name":"七澤 章"}]},"description":{"en":"塩害により劣化したコンクリート構造物の耐久性と耐荷性の回復を目的としたリハビリテーション手法として,接着型CFRP複合電極を用いたデサリネーションに関する検討が行われてきた．本研究では,小型RC供試体を用いた基礎的検討を行うとともに,暴露実験により塩害劣化した大型RCはり供試体への適用を試みた．通電処理後に曲げ載荷試験を行った結果,小型供試体の場合は接着樹脂の吸水率が小さい場合に,通電処理により補強効果が低下する傾向を示したが,吸水率20%の樹脂でCFRP複合電極を接着した大型供試体の場合には,CFRP板の破断に伴う曲げ破壊を示し,十分な補強効果が確認できた．","ja":"塩害により劣化したコンクリート構造物の耐久性と耐荷性の回復を目的としたリハビリテーション手法として,接着型CFRP複合電極を用いたデサリネーションに関する検討が行われてきた．本研究では,小型RC供試体を用いた基礎的検討を行うとともに,暴露実験により塩害劣化した大型RCはり供試体への適用を試みた．通電処理後に曲げ載荷試験を行った結果,小型供試体の場合は接着樹脂の吸水率が小さい場合に,通電処理により補強効果が低下する傾向を示したが,吸水率20%の樹脂でCFRP複合電極を接着した大型供試体の場合には,CFRP板の破断に伴う曲げ破壊を示し,十分な補強効果が確認できた．"},"publication_date":"2005-06-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.27","number":"No.1","starting_page":"1525","ending_page":"1530","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:198, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451138"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/7834920","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1523388080983594368/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=127503","label":"url"}],"paper_title":{"en":"通電時の温度がリチウムイオンの電気化学的浸透に与える影響","ja":"通電時の温度がリチウムイオンの電気化学的浸透に与える影響"},"authors":{"en":[{"name":"吉田 幸弘"},{"name":"Ueda Takao"},{"name":"七澤 章"},{"name":"芦田 公伸"}],"ja":[{"name":"吉田 幸弘"},{"name":"上田 隆雄"},{"name":"七澤 章"},{"name":"芦田 公伸"}]},"description":{"en":"アルカリ骨材反応によるコンクリートの膨張抑制効果が確認されているリチウムイオン(以下Li^+)を電気化学的にコンクリートに浸透させる手法が検討されている．これまでの検討では,Li^+の浸透がコンクリート表面付近に限定されることから,よりコンクリート内部までLi^+を浸透させることが課題となっている．そこで本研究では,通電処理時の温度を変化させたときのリチウムイオン電気泳動特性の変化を把握することを目的として実験的検討を行った．この結果,通電時の温度を上げれば,Li^+の電気泳動は促進され,実効拡散係数も大きくなるが,コンクリート中へのLi^+の浸透を大幅に促進する効果は認められなかった．","ja":"アルカリ骨材反応によるコンクリートの膨張抑制効果が確認されているリチウムイオン(以下Li^+)を電気化学的にコンクリートに浸透させる手法が検討されている．これまでの検討では,Li^+の浸透がコンクリート表面付近に限定されることから,よりコンクリート内部までLi^+を浸透させることが課題となっている．そこで本研究では,通電処理時の温度を変化させたときのリチウムイオン電気泳動特性の変化を把握することを目的として実験的検討を行った．この結果,通電時の温度を上げれば,Li^+の電気泳動は促進され,実効拡散係数も大きくなるが,コンクリート中へのLi^+の浸透を大幅に促進する効果は認められなかった．"},"publication_date":"2005-06-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.27","number":"No.1","starting_page":"1513","ending_page":"1518","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:199, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451139"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/7832238","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1523388080982452864/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=122111","label":"url"}],"paper_title":{"en":"Effect of Arrangement of Bars on Mixing Efficiency of Concrete Falling Through Vertical Mixer","ja":"水平棒材の配列が落下型連続ミキサの練混ぜ性能に与える影響"},"authors":{"en":[{"name":"藤戸 幹大"},{"name":"Hashimoto Chikanori"},{"name":"Watanabe Takeshi"},{"name":"Ueda Takao"}],"ja":[{"name":"藤戸 幹大"},{"name":"橋本 親典"},{"name":"渡邉 健"},{"name":"上田 隆雄"}]},"description":{"en":"最近，種々の形状の材料落下型連続ミキサが開発されている．本研究では，複数の水平棒材のみで構成した円筒形鋼管の落下型連続ミキサの練混ぜ性能に着目し，水平棒材の配列パターンが練混ぜに与える影響ついて，可視化実験手法を適用して実験的に検討した．その結果，らせん状の配列よりも十字型に配列した水平棒材を有する落下型連続ミキサの方が，粗骨材濃度が大きい配合になるに従い，練混ぜ性能が良好になる．水平棒材を十字型に配列した落下型連続ミキサは，粗骨材粒子群が鉛直下向きの落下より水平奥行き方向の移動が多くなり滞留時間が長くなり，練混ぜ性能が向上することが明らかになった．","ja":"最近，種々の形状の材料落下型連続ミキサが開発されている．本研究では，複数の水平棒材のみで構成した円筒形鋼管の落下型連続ミキサの練混ぜ性能に着目し，水平棒材の配列パターンが練混ぜに与える影響ついて，可視化実験手法を適用して実験的に検討した．その結果，らせん状の配列よりも十字型に配列した水平棒材を有する落下型連続ミキサの方が，粗骨材濃度が大きい配合になるに従い，練混ぜ性能が良好になる．水平棒材を十字型に配列した落下型連続ミキサは，粗骨材粒子群が鉛直下向きの落下より水平奥行き方向の移動が多くなり滞留時間が長くなり，練混ぜ性能が向上することが明らかになった．"},"publication_date":"2005-06-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.27","number":"No.1","starting_page":"1177","ending_page":"1182","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:200, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451140"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/7809074","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1523951030940752896/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=122110","label":"url"}],"paper_title":{"en":"A study of a simple freezing and thawing test of concrete using liquid nitrogen","ja":"液体窒素を用いたコンクリートの簡易的凍結融解試験の提案"},"authors":{"en":[{"name":"橋本 紳一郎"},{"name":"Hashimoto Chikanori"},{"name":"Watanabe Takeshi"},{"name":"Ueda Takao"}],"ja":[{"name":"橋本 紳一郎"},{"name":"橋本 親典"},{"name":"渡邉 健"},{"name":"上田 隆雄"}]},"description":{"en":"一般にJIS規格の「コンクリートの凍結融解試験」は，その試験に多大な労力と時間がかかる．本研究では，液体窒素を用いた簡易的凍結融解試験を新しく提案し，その可能性について検討した．その結果，液体窒素を用いることにより，JIS規格試験と劣化のメカニズムは異なるが，表層部の劣化を短いサイクル数で確認できた．また，現場での測定可能な持ち運びのできる液体窒素を用いた簡易試験装置を試作し，超音波伝播時間による定量的評価により，その試験方法の有効性を検討した．その結果，簡易試験装置により，コンクリートの種類による相対動弾性係数の変化を確認でき，その有効性を十分示すことができた．","ja":"一般にJIS規格の「コンクリートの凍結融解試験」は，その試験に多大な労力と時間がかかる．本研究では，液体窒素を用いた簡易的凍結融解試験を新しく提案し，その可能性について検討した．その結果，液体窒素を用いることにより，JIS規格試験と劣化のメカニズムは異なるが，表層部の劣化を短いサイクル数で確認できた．また，現場での測定可能な持ち運びのできる液体窒素を用いた簡易試験装置を試作し，超音波伝播時間による定量的評価により，その試験方法の有効性を検討した．その結果，簡易試験装置により，コンクリートの種類による相対動弾性係数の変化を確認でき，その有効性を十分示すことができた．"},"publication_date":"2005-06-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.27","number":"No.1","starting_page":"757","ending_page":"762","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:201, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451141"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=120185","label":"url"}],"paper_title":{"en":"EFFECT OF THE MIXING METHOD WITH OSCILLATION OF MIXTURE INSERTING VIBRATORS ON PROPERTIES OF CONCRETE WITH LOW TREATED RECYCLED AGGREGATE","ja":"振動付与練混ぜ工法が低度処理再生骨材コンクリートの品質に与える影響"},"authors":{"en":[{"name":"HENG Nhar"},{"name":"Hashimoto Chikanori"},{"name":"Watanabe Takeshi"},{"name":"Ueda Takao"}],"ja":[{"name":"NHAR HENG"},{"name":"橋本 親典"},{"name":"渡邉 健"},{"name":"上田 隆雄"}]},"description":{"en":"This study investigated experimentally the possibility of increasing the compressive strength of concrete by using the mixing method with oscillation of mixture inserting vibrators for several minutes on concrete with low treated recycled aggregate. The low treated recycled aggregate was just produced by crushing and classifying demolished concrete. As the results, the quality of interface on aggregate was improved by the effect of oscillation of mixture inserting vibrators for 60 seconds and caused to increase compressive strength more than 20% with comparing to the concrete mixed by non-oscillation of mixture until at 91 days age. On the other hand, the effect of mixing method with oscillation of mixture was not existed when highly treated recycled aggregate by heat-rubbing treatment method was taken to use in this study. In addition, as the result of the low treated recycled aggregate concrete performed by the easily rapid freezing and thawing test of using nitrogen liquid gas, it could not be observed the effect of mixing method with oscillation of mixture. At least, it was recognized that the relative dynamic modulus of elasticity of concrete with low treated aggregate decreased less than 60% at the half of the cycle numbers of highly treated recycle aggregate of concrete or normal concrete.","ja":"コンクリート塊を粉砕·分級したのみの低度処理再生細·粗骨材を用いたコンクリートの品質向上を目的とし，振動付与練混ぜ工法による圧縮強度増進の可能性を実験的に検討した．その結果，60秒間の振動付与によって，骨材界面の品質が改善され，材齢91日までの圧縮強度が20%以上増加した．一方，加熱すりもみ法(高度処理)再生細·粗骨材や川砂·砕石を用いた場合は，振動付与の効果は認められなかった．また，液化窒素ガスによる簡易急速凍結融解試験では，低度処理再生骨材を用いたコンクリートに対する振動付与の効果は認められず，高度処理再生骨材や普通骨材の場合と比較して，約半分の繰返し回数で相対動弾性係数が60%以下に低下した．"},"publication_date":"2005-02-20","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"volume":"Vol.58","starting_page":"525","ending_page":"532","languages":["jpn"],"referee":true,"identifiers":{"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:202, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451142"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=119555","label":"url"}],"paper_title":{"en":"混和材がデサリネーションによる補修効果に与える影響","ja":"混和材がデサリネーションによる補修効果に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Nagao Kenji"},{"name":"Ashida Masanobu"}],"ja":[{"name":"上田 隆雄"},{"name":"長尾 賢二"},{"name":"芦田 公伸"}]},"description":{"en":"本研究は，内在塩分を含むフライアッシュまたは高炉スラグ微粉末を混和した鉄筋コンクリートに対して，デサリネーションを適用した場合の脱塩効果および補修効果を評価した．さらに，同様に作製したモルタル供試体から高圧抽出した細孔溶液のイオン組成から，混和材がCl-の固定化，Cl-の電気泳動挙動，および鉄筋腐食環境に与える影響についても検討を加えた．本研究で得られた結果をまとめて以下に示す． (1)中性化の影響を受けない場合には，内在塩分を含むコンクリートからのデサリネーションによる脱塩率は，混和材を用いた供試体で無混和の供試体よりも小さくなった．また，混和材を用いたモルタル細孔溶液中で測定された，通電処理後の残存Cl-濃度も無混和の場合に比べて大きくなった． (2)内在塩分による塩害と中性化の複合劣化を受ける場合には，固定されていたCl-が中性化の影響で遊離するため，モルタル細孔溶液中のCl-濃度は，塩害単独の場合よりも大きくなったが，通電処理によるCl-抽出量も量も塩害単独の場合より大きくなった．コンクリートからの脱塩率も中性化部分を中心に塩害単独の場合よりも向上した． (3)高炉スラグ微粉末を混和した場合には，無混和の場合よりも，Cl-の固定化割合が大きく，無通電の状態でもコンクリート中の鉄筋防食性能は高かった．ただし，特に中性化の影響を受けていない場合には，通電処理による脱塩率は無混和の場合よりも小さく，デサリネーションによる鉄筋腐食環境改善効果は小さかった． (4)フライアッシュを混和した場合には，モルタル細孔溶液中のOH-濃度が無混和の場合よりも小さくなり，Cl-の固定化割合も無混和の場合と同程度のため，Cl-/OH-モル比は無混和の場合よりも大きくなって，無通電の状態ではコンクリート中の鉄筋腐食環境は厳しかった．また，デサリネーションによる脱塩効果は無混和の場合よりは若干低下したが，高炉スラグ微粉末を混和した場合よりは大きかった．","ja":"本研究は，内在塩分を含むフライアッシュまたは高炉スラグ微粉末を混和した鉄筋コンクリートに対して，デサリネーションを適用した場合の脱塩効果および補修効果を評価した．さらに，同様に作製したモルタル供試体から高圧抽出した細孔溶液のイオン組成から，混和材がCl-の固定化，Cl-の電気泳動挙動，および鉄筋腐食環境に与える影響についても検討を加えた．本研究で得られた結果をまとめて以下に示す． (1)中性化の影響を受けない場合には，内在塩分を含むコンクリートからのデサリネーションによる脱塩率は，混和材を用いた供試体で無混和の供試体よりも小さくなった．また，混和材を用いたモルタル細孔溶液中で測定された，通電処理後の残存Cl-濃度も無混和の場合に比べて大きくなった． (2)内在塩分による塩害と中性化の複合劣化を受ける場合には，固定されていたCl-が中性化の影響で遊離するため，モルタル細孔溶液中のCl-濃度は，塩害単独の場合よりも大きくなったが，通電処理によるCl-抽出量も量も塩害単独の場合より大きくなった．コンクリートからの脱塩率も中性化部分を中心に塩害単独の場合よりも向上した． (3)高炉スラグ微粉末を混和した場合には，無混和の場合よりも，Cl-の固定化割合が大きく，無通電の状態でもコンクリート中の鉄筋防食性能は高かった．ただし，特に中性化の影響を受けていない場合には，通電処理による脱塩率は無混和の場合よりも小さく，デサリネーションによる鉄筋腐食環境改善効果は小さかった． (4)フライアッシュを混和した場合には，モルタル細孔溶液中のOH-濃度が無混和の場合よりも小さくなり，Cl-の固定化割合も無混和の場合と同程度のため，Cl-/OH-モル比は無混和の場合よりも大きくなって，無通電の状態ではコンクリート中の鉄筋腐食環境は厳しかった．また，デサリネーションによる脱塩効果は無混和の場合よりは若干低下したが，高炉スラグ微粉末を混和した場合よりは大きかった．"},"publication_date":"2005-02-01","publication_name":{"en":"土木学会論文集(第V部門)","ja":"土木学会論文集(第V部門)"},"volume":"Vol.781","number":"No.66","starting_page":"181","ending_page":"191","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:203, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451143"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=119554","label":"url"}],"paper_title":{"en":"ASRにより劣化したコンクリート中鉄筋の遅れ破壊特性","ja":"ASRにより劣化したコンクリート中鉄筋の遅れ破壊特性"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Yoshida Yukihiro"},{"name":"Tanaka Norio"}],"ja":[{"name":"上田 隆雄"},{"name":"吉田 幸弘"},{"name":"田中 典男"}]},"description":{"en":"近年，ASRにより劣化したコンクリート中において，鉄筋が破断する現象が報告されている．このような破断現象は，コンクリートのASR膨張により鉄筋に導入される引張ひずみが主原因と考えられているが，その詳細なメカニズムは明らかにされていない．そこで本研究では，鉄筋が脆性的な破断性状を示していることに着目し，ASRにより膨張したコンクリート中の鉄筋に関して，低ひずみ速度引張試験を実施し，鉄筋の遅れ破壊感受性を評価した．以下に本研究から得られた結果を要約する． (1) 本実験条件では，初期添加アルカリとしてNaOHを用いた場合の方がNaClを用いた場合よりコンクリートのASR膨張率は大きくなった．また，初期ひずみを導入した鉄筋を用いた供試体は，導入していない鉄筋を用いた場合より，若干コンクリートの膨張率が大きくなった． (2) コンクリートからはつり出した鉄筋の低ひずみ速度引張試験の結果，初期ひずみを与えた鉄筋は，降伏域における応力が基準鉄筋より増加した．これに対して，コンクリートにNaClを混入した場合には，降伏域における応力が減少したケースが見られた． (3) コンクリートの最終膨張率や鉄筋腐食減量が大きいほど，低ひずみ速度引張試験で得られる鉄筋破断時の絞りや伸びの値は小さくなり，遅れ破壊の感受性が増大する傾向が認められた．","ja":"近年，ASRにより劣化したコンクリート中において，鉄筋が破断する現象が報告されている．このような破断現象は，コンクリートのASR膨張により鉄筋に導入される引張ひずみが主原因と考えられているが，その詳細なメカニズムは明らかにされていない．そこで本研究では，鉄筋が脆性的な破断性状を示していることに着目し，ASRにより膨張したコンクリート中の鉄筋に関して，低ひずみ速度引張試験を実施し，鉄筋の遅れ破壊感受性を評価した．以下に本研究から得られた結果を要約する． (1) 本実験条件では，初期添加アルカリとしてNaOHを用いた場合の方がNaClを用いた場合よりコンクリートのASR膨張率は大きくなった．また，初期ひずみを導入した鉄筋を用いた供試体は，導入していない鉄筋を用いた場合より，若干コンクリートの膨張率が大きくなった． (2) コンクリートからはつり出した鉄筋の低ひずみ速度引張試験の結果，初期ひずみを与えた鉄筋は，降伏域における応力が基準鉄筋より増加した．これに対して，コンクリートにNaClを混入した場合には，降伏域における応力が減少したケースが見られた． (3) コンクリートの最終膨張率や鉄筋腐食減量が大きいほど，低ひずみ速度引張試験で得られる鉄筋破断時の絞りや伸びの値は小さくなり，遅れ破壊の感受性が増大する傾向が認められた．"},"publication_date":"2004-10-01","publication_name":{"en":"コンクリート構造物の補修·補強·アップグレード論文報告集","ja":"コンクリート構造物の補修·補強·アップグレード論文報告集"},"volume":"Vol.4","starting_page":"89","ending_page":"94","languages":["jpn"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:204, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451144"},"force":{"see_also":[{"@id":"https://www.scopus.com/record/display.url?eid=2-s2.0-10844282836&origin=inward","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=119553","label":"url"}],"paper_title":{"en":"ASR Expansion of Concrete or Mortar Affected by Electric Field","ja":"電場の影響を受けたコンクリートおよびモルタルのASR膨張"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"山口 圭亮"},{"name":"七澤 章"},{"name":"芦田 公伸"}],"ja":[{"name":"上田 隆雄"},{"name":"山口 圭亮"},{"name":"七澤 章"},{"name":"芦田 公伸"}]},"description":{"en":"塩害や中性化により劣化した鉄筋コンクリート構造物の補修工法として，脱塩工法や再アルカリ化工法といった電気化学的手法が提案されており，実構造物への適用が進んでいる．一方で，対象構造物が反応性骨材を含んでいる場合には，電気化学的補修工法の適用により，コンクリートのASR膨張が促進される危険性が指摘されてきた．そこで本研究では，電気化学的補修工法の適用によるコンクリートおよびモルタルのASR膨張促進程度を実験的に確認するとともに，リチウムイオンを含有する電解液を用いて通電処理を行うことによるASR膨張抑制効果についても併せて検討を行った．以下に本研究から得られた結果を要約する． (1) Li3BO3を電解液として通電処理を行った場合に，暴露面付近を中心にLi+の浸透に伴ってLi/Naモル比を1.0以上とすることができ，特に処理前に促進中性化を行った場合には浸透量が大きかった．ただし，陰極である鉄筋近傍までのLi+の浸透は確認されなかった． (2) Li3BO3を電解液として通電処理を行った場合に，Na2CO3を電解液とした場合，あるいは，無通電の場合と比較して，Li+の浸透が顕著であった暴露面付近を中心にコンクリートの膨張率が抑制された． (3) 処理前に促進中性化を行った供試体では，中性化の影響を受けていない供試体よりもコンクリートの膨張率が抑制されており，ASR膨張によるひび割れの発生も見られなかった． (4) Li3BO3を電解液として通電処理を行ったモルタル中において，Na2CO3を電解液とした場合には見られない反応性骨材内部の流動化や変質が観察された．","ja":"塩害や中性化により劣化した鉄筋コンクリート構造物の補修工法として，脱塩工法や再アルカリ化工法といった電気化学的手法が提案されており，実構造物への適用が進んでいる．一方で，対象構造物が反応性骨材を含んでいる場合には，電気化学的補修工法の適用により，コンクリートのASR膨張が促進される危険性が指摘されてきた．そこで本研究では，電気化学的補修工法の適用によるコンクリートおよびモルタルのASR膨張促進程度を実験的に確認するとともに，リチウムイオンを含有する電解液を用いて通電処理を行うことによるASR膨張抑制効果についても併せて検討を行った．以下に本研究から得られた結果を要約する． (1) Li3BO3を電解液として通電処理を行った場合に，暴露面付近を中心にLi+の浸透に伴ってLi/Naモル比を1.0以上とすることができ，特に処理前に促進中性化を行った場合には浸透量が大きかった．ただし，陰極である鉄筋近傍までのLi+の浸透は確認されなかった． (2) Li3BO3を電解液として通電処理を行った場合に，Na2CO3を電解液とした場合，あるいは，無通電の場合と比較して，Li+の浸透が顕著であった暴露面付近を中心にコンクリートの膨張率が抑制された． (3) 処理前に促進中性化を行った供試体では，中性化の影響を受けていない供試体よりもコンクリートの膨張率が抑制されており，ASR膨張によるひび割れの発生も見られなかった． (4) Li3BO3を電解液として通電処理を行ったモルタル中において，Na2CO3を電解液とした場合には見られない反応性骨材内部の流動化や変質が観察された．"},"publication_date":"2004-10-01","publication_name":{"en":"Journal of the Society of Materials Science, Japan","ja":"材料"},"volume":"Vol.53","number":"No.10","starting_page":"1059","ending_page":"1064","referee":true,"identifiers":{"doi":["10.2472/jsms.53.1059"],"issn":["1880-7488"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:205, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451145"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=96949","label":"url"}],"paper_title":{"en":"STUDY ON SETTLE,EMT CRACKS ON REINFORCED CONCRETE SLAB PLACING THE CONCRETE WITH FLY ASH OF TYPE","ja":"フライアッシュⅣ種混入コンクリートを用いたRCスラブの沈下ひび割れ特性に関する検討"},"authors":{"en":[{"name":"Watanabe Takeshi"},{"name":"Hashimoto Chikanori"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"}],"ja":[{"name":"渡邉 健"},{"name":"橋本 親典"},{"name":"水口 裕之"},{"name":"上田 隆雄"}]},"description":{"en":"フレッシュコンクリートの初期欠陥の1つとして，鉄筋コンクリートの沈下ひび割れがある．沈下ひび割れはタンピングによって修復可能であるが，打込み部位によっては，必ずしもタンピングが実施できない．特に，打込み時期が夏期や冬期では作業条件が厳しい．本研究では，夏期および冬期の打込み時期，かぶり，セメントの種類が，RCスラブ上面に発生する沈下ひび割れの幅や深さについて検討した．その結果，フライアッシュⅣ種混入コンクリートは，普通コンクリートよりも打込み直後の伸び能力が改善されることによって，沈下ひび割れの発生確率が小さくなることが明らかになった．","ja":"フレッシュコンクリートの初期欠陥の1つとして，鉄筋コンクリートの沈下ひび割れがある．沈下ひび割れはタンピングによって修復可能であるが，打込み部位によっては，必ずしもタンピングが実施できない．特に，打込み時期が夏期や冬期では作業条件が厳しい．本研究では，夏期および冬期の打込み時期，かぶり，セメントの種類が，RCスラブ上面に発生する沈下ひび割れの幅や深さについて検討した．その結果，フライアッシュⅣ種混入コンクリートは，普通コンクリートよりも打込み直後の伸び能力が改善されることによって，沈下ひび割れの発生確率が小さくなることが明らかになった．"},"publication_date":"2004-08","publication_name":{"en":"Journal of Structural Mechanics and Eartquake Engineering","ja":"土木学会論文集(-2005)"},"volume":"Vol.767","number":"No.64","starting_page":"131","ending_page":"141","languages":["jpn"],"referee":true,"identifiers":{"issn":["0289-7806"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:206, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451146"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/7135954","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1524232505911398656/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=101383","label":"url"}],"paper_title":{"en":"CFRP複合電極を用いたデサリネーションによる補強効果に関する検討","ja":"CFRP複合電極を用いたデサリネーションによる補強効果に関する検討"},"authors":{"en":[{"name":"庄野 秀"},{"name":"吉田 幸弘"},{"name":"Ueda Takao"},{"name":"芦田 公伸"}],"ja":[{"name":"庄野 秀"},{"name":"吉田 幸弘"},{"name":"上田 隆雄"},{"name":"芦田 公伸"}]},"description":{"en":"チタンメッシュと炭素繊維にアクリル樹脂を含浸させたCFRP板を組合わせて作製したCFRP複合電極を用いて，電気化学的脱塩工法であるデサリネーションを適用した時の補強効果に関して実験的検討を行った．鉄筋コンクリート供試体にCFRP複合電極を接着してデサリネーションを適用した後にCFRP複合電極とコンクリートとの接着強度試験および静的曲げ載荷試験を行った．この結果，通電処理により接着強度は低下したが，接着に用いたアクリル樹脂の吸水率が大きいほど通電処理後の接着強度は大きくなった．また，通電処理後の曲げ補強効果も接着樹脂の吸水率が大きいほど大きくなった．","ja":"チタンメッシュと炭素繊維にアクリル樹脂を含浸させたCFRP板を組合わせて作製したCFRP複合電極を用いて，電気化学的脱塩工法であるデサリネーションを適用した時の補強効果に関して実験的検討を行った．鉄筋コンクリート供試体にCFRP複合電極を接着してデサリネーションを適用した後にCFRP複合電極とコンクリートとの接着強度試験および静的曲げ載荷試験を行った．この結果，通電処理により接着強度は低下したが，接着に用いたアクリル樹脂の吸水率が大きいほど通電処理後の接着強度は大きくなった．また，通電処理後の曲げ補強効果も接着樹脂の吸水率が大きいほど大きくなった．"},"publication_date":"2004-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.26","number":"No.1","starting_page":"1731","ending_page":"1736","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:207, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451147"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/7135949","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1521980706104221056/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=101380","label":"url"}],"paper_title":{"en":"リチウムイオンの電気化学的浸透によるASR膨張抑制に関する検討","ja":"リチウムイオンの電気化学的浸透によるASR膨張抑制に関する検討"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"小笠原 誠一"},{"name":"芦田 公伸"},{"name":"七澤 章"}],"ja":[{"name":"上田 隆雄"},{"name":"小笠原 誠一"},{"name":"芦田 公伸"},{"name":"七澤 章"}]},"description":{"en":"アルカリ骨材反応によるコンクリートの膨張を抑制する効果のあるリチウムイオンを電気化学的にコンクリート中に浸透させることによる，ASR膨張抑制を目的としたリハビリテーション手法の開発を試みた．反応性骨材を含有する鉄筋コンクリート供試体にリチウムイオンを含む電解溶液を用いて通電処理を行ったところ，コンクリート中のLi/Naモル比が1.0以上となった部分は通電面付近に限定された．ただし，通電処理を行ったモルタル供試体から抽出した細孔溶液からは高濃度のリチウムイオンが検出され，コンクリートの膨張率は電解溶液中のリチウムイオン濃度が大きいほど小さくなる傾向を示した．","ja":"アルカリ骨材反応によるコンクリートの膨張を抑制する効果のあるリチウムイオンを電気化学的にコンクリート中に浸透させることによる，ASR膨張抑制を目的としたリハビリテーション手法の開発を試みた．反応性骨材を含有する鉄筋コンクリート供試体にリチウムイオンを含む電解溶液を用いて通電処理を行ったところ，コンクリート中のLi/Naモル比が1.0以上となった部分は通電面付近に限定された．ただし，通電処理を行ったモルタル供試体から抽出した細孔溶液からは高濃度のリチウムイオンが検出され，コンクリートの膨張率は電解溶液中のリチウムイオン濃度が大きいほど小さくなる傾向を示した．"},"publication_date":"2004-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.26","number":"No.1","starting_page":"1725","ending_page":"1730","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:208, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451148"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=101392","label":"url"}],"paper_title":{"en":"Electrochemical Chloride Removal from Concrete Containing Admixture Minerals","ja":"Electrochemical Chloride Removal from Concrete Containing Admixture Minerals"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Nagao Kenji"},{"name":"Ashida Masanobu"}],"ja":[{"name":"上田 隆雄"},{"name":"長尾 賢二"},{"name":"芦田 公伸"}]},"description":{"en":"Desalination has been developed as an electrochemical repair method for reinforced concrete structures deteriorated due to corrosion of reinforcing steel by chloride and has already applied to actual structures. Desalination is the electrochemical chloride removal technique and the chloride removal effect due to this technique has been confirmed by many researches. However, chloride removal efficiency of desalination applied to concrete using mineral admixture has not been reported enough. In this study, distribution of Cl- content in concrete specimens and Cl-concentration in the pore solution extracted from mortar specimens with high-pressure were examined to clarify chloride removal efficiency of desalination applied to concrete using fly ash or blast-furnace slag. Furthermore, the influence of complex deterioration of chloride attack and carbonation of concrete on chloride removal efficiency of desalination was investigated. Results obtained from this study can be summarized as follows; (1) When desalination was applied to non-carbonated specimens, chloride removal percentage of cover concrete containing mineral admixture was 35-40%, which was lower than that of NPC (55%). Additionally, Cl- concentration remained in the mortar pore solution after desalination was higher if mortar contained mineral admixture. (2) In the case of carbonated specimens, Cl concentration in the mortar pore solution before desalination was higher than that of non-carbonated mortar because the fixed chlorides were released into the pore solution as free Cl- ions. However, most of such released Cl- ions were extracted by desalination and chloride removal percentage of concrete containing mineral admixture reached 50-55%.","ja":"塩害により劣化したコンクリート構造物に対する根本的な補修工法として，実構造物への適用も進んでいるデサリネーションに関して，混和材を含むコンクリートへの適用効果について検討を行った．本研究では，フライアッシュまたは高炉スラグ微粉末を混和したコンクリートからの脱塩効果を明らかにするために，コンクリート供試体中のCl-濃度分布，および，モルタル供試体から高圧抽出された細孔溶液の化学分析を行った．この結果は以下の通りである．(1)中性化していないコンクリートからの脱塩率は，混和材を含まない場合が55%であったのに対して，混和材を含む場合には35-40%に低下した．(2)中性化したモルタルの細孔溶液中には未中性化モルタルの場合よりも高濃度の自由Cl-が存在し，通電処理を行うことでこれらの自由Cl-が抽出された．これにより，混和材を含むコンクリートからの脱塩率は50-55%に達した．"},"publication_date":"2004-06-01","publication_name":{"en":"Proceedings of the Fourth International Conference on Concrete Under Severe Conditions","ja":"Proceedings of the Fourth International Conference on Concrete Under Severe Conditions"},"volume":"Vol.2","starting_page":"1481","ending_page":"1488","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:209, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451149"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=80501","label":"url"}],"paper_title":{"en":"混和材を用いたセメント硬化体からのデサリネーションによる脱塩効果","ja":"混和材を用いたセメント硬化体からのデサリネーションによる脱塩効果"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"長尾 賢二"},{"name":"芦田 公伸"}],"ja":[{"name":"上田 隆雄"},{"name":"長尾 賢二"},{"name":"芦田 公伸"}]},"description":{"en":"本研究は，混和材を用いたセメント硬化体からの脱塩効果を評価するために，フライアッシュや高炉スラグ微粉末を混和した内在塩分を含むコンクリート，および，モルタル供試体を作製し，コンクリート中の全塩分量分布やモルタルから高圧抽出した細孔溶液中の自由Cl-濃度から，混和材の添加がCl-の固定化や電気泳動挙動に与える影響について検討を行った．この結果，混和材を用いた場合には，細孔溶液中の自由Cl-濃度が低下し，デサリネーションによる補修効果も小さくなる傾向が示された．ただし，塩害と中性化の複合劣化環境下では，中性化の影響で遊離したCl-が除去されることにより塩害単独の場合よりも脱塩効果は大きくなった．","ja":"本研究は，混和材を用いたセメント硬化体からの脱塩効果を評価するために，フライアッシュや高炉スラグ微粉末を混和した内在塩分を含むコンクリート，および，モルタル供試体を作製し，コンクリート中の全塩分量分布やモルタルから高圧抽出した細孔溶液中の自由Cl-濃度から，混和材の添加がCl-の固定化や電気泳動挙動に与える影響について検討を行った．この結果，混和材を用いた場合には，細孔溶液中の自由Cl-濃度が低下し，デサリネーションによる補修効果も小さくなる傾向が示された．ただし，塩害と中性化の複合劣化環境下では，中性化の影響で遊離したCl-が除去されることにより塩害単独の場合よりも脱塩効果は大きくなった．"},"publication_date":"2004-02-01","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"number":"No.57","starting_page":"501","ending_page":"507","referee":true,"identifiers":{"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:210, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451150"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=80035","label":"url"}],"paper_title":{"en":"Physical Properties and Microscopic Form of Recycled Powder Using Heat-treatment and Rubbing Method","ja":"熱処理およびするもみ法による再生微粉末の物理的性質と微視形態"},"authors":{"en":[{"name":"Li Baoqun"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"}],"ja":[{"name":"李 保群"},{"name":"水口 裕之"},{"name":"上田 隆雄"}]},"description":{"en":"本研究は，熱処理およびすりもみ法により廃棄コンクリートから得られた再生微粉末の物理的性質と微視形態を調べ，原コンクリートの強度，原粉骨材の種類，熱処理温度の再生微粉末の物理的性質に及ぼす影響を検討したものである．その結果，再生微粉末の密度は，熱処理温度が高いほど大きくなっているが，普通セメントよりは小さい．再生微粉末の比表面積は，熱処理した場合が無熱処理よりかなり大きく，しかも普通セメントよりかなり大きい． SEMの写真によると，無熱処理の場合より熱処理して得られた再生微粉末にはペーストからの粒子が多く，骨材起源のものが少ないことがわかった．","ja":"本研究は，熱処理およびすりもみ法により廃棄コンクリートから得られた再生微粉末の物理的性質と微視形態を調べ，原コンクリートの強度，原粉骨材の種類，熱処理温度の再生微粉末の物理的性質に及ぼす影響を検討したものである．その結果，再生微粉末の密度は，熱処理温度が高いほど大きくなっているが，普通セメントよりは小さい．再生微粉末の比表面積は，熱処理した場合が無熱処理よりかなり大きく，しかも普通セメントよりかなり大きい． SEMの写真によると，無熱処理の場合より熱処理して得られた再生微粉末にはペーストからの粒子が多く，骨材起源のものが少ないことがわかった．"},"publication_date":"2004-02-01","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"number":"No.57","starting_page":"548","ending_page":"555","languages":["jpn"],"referee":true,"identifiers":{"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:211, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451151"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=79825","label":"url"}],"paper_title":{"en":"再アルカリ化処理を施したコンクリートのASR膨張に関する検討","ja":"再アルカリ化処理を施したコンクリートのASR膨張に関する検討"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"山口 圭亮"},{"name":"Ashida Masanobu"}],"ja":[{"name":"上田 隆雄"},{"name":"山口 圭亮"},{"name":"芦田 公伸"}]},"description":{"en":"本研究は，反応性骨材を含む鉄筋コンクリート供試体に対して，ASR膨張抑制効果の期待できるLi3BO3溶液を電解液として再アルカリ化工法を適用した時のコンクリートのASR膨張挙動を，コンクリートの中性化程度，および，再アルカリ化工法適用時期を要因として検討した．この結果，中性化したコンクリートでは全体的に膨張率が小さく，電解液の影響は比較的小さかったが，中性化していないコンクリートの場合には，従来から一般的に電解液として用いられてきたNa2CO3溶液を用いた場合よりもLi3BO3溶液を用いた場合の方が通電処理後のコンクリート膨張率は抑制された．","ja":"本研究は，反応性骨材を含む鉄筋コンクリート供試体に対して，ASR膨張抑制効果の期待できるLi3BO3溶液を電解液として再アルカリ化工法を適用した時のコンクリートのASR膨張挙動を，コンクリートの中性化程度，および，再アルカリ化工法適用時期を要因として検討した．この結果，中性化したコンクリートでは全体的に膨張率が小さく，電解液の影響は比較的小さかったが，中性化していないコンクリートの場合には，従来から一般的に電解液として用いられてきたNa2CO3溶液を用いた場合よりもLi3BO3溶液を用いた場合の方が通電処理後のコンクリート膨張率は抑制された．"},"publication_date":"2003-10-01","publication_name":{"en":"コンクリート構造物の補修·補強·アップグレード論文報告集","ja":"コンクリート構造物の補修·補強·アップグレード論文報告集"},"volume":"Vol.3","starting_page":"31","ending_page":"36","languages":["jpn"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:212, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451152"},"force":{"see_also":[{"@id":"http://ci.nii.ac.jp/naid/110002302221/","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1390001205418343680/","label":"url"},{"@id":"https://www.scopus.com/record/display.url?eid=2-s2.0-0344063466&origin=inward","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=79824","label":"url"}],"paper_title":{"en":"Evaluation of Steel Corrosion in Fly Ash Concrete Using Electrochemical Techniques","ja":"電気化学的手法によるフライアッシュ混和コンクリート中の鉄筋腐食評価"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"七澤 章"},{"name":"横田 優"},{"name":"Mizuguchi Hiroyuki"}],"ja":[{"name":"上田 隆雄"},{"name":"七澤 章"},{"name":"横田 優"},{"name":"水口 裕之"}]},"description":{"en":"コンクリートに混和材としてフライアッシュを用いた場合，一般には耐久性も含めた様々なコンクリートの性状が改善されるものと考えられている．しかし，フライアッシュによるポゾラン反応はコンクリート中のCa(OH)2を消費することから，コンクリートの中性化に対する抵抗性を低下させることも指摘されている．このことから，フライアッシュを混和したコンクリート中における鉄筋腐食挙動を評価することは重要な課題であるといえる．本研究では，セメント代替である内割り置換あるいは細骨材代替である外割り置換で混和したフライアッシュが塩害や中性化の作用を受けるコンクリート中の鉄筋腐食に与える影響を電気化学的手法を用いて評価することとした． 本研究結果をまとめると次のようになる． (1) フライアッシュを内割りで混和したコンクリートの中性化速度は，無混和の場合よりも大きくなったが，外割りの場合には中性化速度の増大は見られなかった． (2) フライアッシュを混和することにより，外来塩分のコンクリートへの浸透は抑制され，その効果は外割りで混和した場合に特に大きかった． (3) フライアッシュを混和することにより，腐食速度指標の値は概ね抑制される傾向を示したが，フライアッシュを内割りで混和した場合の鉄筋腐食減量はフライアッシュ無混和の場合と同程度かそれ以上の値を示した．フライアッシュを外割りで混和した場合には鉄筋腐食減量も抑制され，良好な鉄筋防食効果が確認された． (4) 腐食量が比較的大きい場合にはフライアッシュの有無によらず統一的なk値で概ね腐食減量の評価が可能であったが，腐食量が比較的小さい場合には本研究で用いた手法による精度の良い腐食減量評価は困難であった．","ja":"コンクリートに混和材としてフライアッシュを用いた場合，一般には耐久性も含めた様々なコンクリートの性状が改善されるものと考えられている．しかし，フライアッシュによるポゾラン反応はコンクリート中のCa(OH)2を消費することから，コンクリートの中性化に対する抵抗性を低下させることも指摘されている．このことから，フライアッシュを混和したコンクリート中における鉄筋腐食挙動を評価することは重要な課題であるといえる．本研究では，セメント代替である内割り置換あるいは細骨材代替である外割り置換で混和したフライアッシュが塩害や中性化の作用を受けるコンクリート中の鉄筋腐食に与える影響を電気化学的手法を用いて評価することとした． 本研究結果をまとめると次のようになる． (1) フライアッシュを内割りで混和したコンクリートの中性化速度は，無混和の場合よりも大きくなったが，外割りの場合には中性化速度の増大は見られなかった． (2) フライアッシュを混和することにより，外来塩分のコンクリートへの浸透は抑制され，その効果は外割りで混和した場合に特に大きかった． (3) フライアッシュを混和することにより，腐食速度指標の値は概ね抑制される傾向を示したが，フライアッシュを内割りで混和した場合の鉄筋腐食減量はフライアッシュ無混和の場合と同程度かそれ以上の値を示した．フライアッシュを外割りで混和した場合には鉄筋腐食減量も抑制され，良好な鉄筋防食効果が確認された． (4) 腐食量が比較的大きい場合にはフライアッシュの有無によらず統一的なk値で概ね腐食減量の評価が可能であったが，腐食量が比較的小さい場合には本研究で用いた手法による精度の良い腐食減量評価は困難であった．"},"publication_date":"2003-09-01","publication_name":{"en":"Journal of the Society of Materials Science, Japan","ja":"材料"},"volume":"Vol.52","number":"No.9","starting_page":"1055","ending_page":"1060","referee":true,"identifiers":{"doi":["10.2472/jsms.52.1055"],"issn":["0514-5163"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:213, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451153"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/6656729","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1521136281170463232/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=79823","label":"url"}],"paper_title":{"en":"混和材がデサリネーションによる脱塩効果に与える影響","ja":"混和材がデサリネーションによる脱塩効果に与える影響"},"authors":{"en":[{"name":"長尾 賢二"},{"name":"Ueda Takao"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}],"ja":[{"name":"長尾 賢二"},{"name":"上田 隆雄"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"本研究は，塩害単独，または，塩害と中性化の複合劣化を想定した混和材を含む鉄筋コンクリート供試体を用いて，デサリネーションを適用した場合の脱塩効果を評価することを目的とした．この結果，混和材を用いた供試体では，コンクリートの中性化に伴う内在塩分の濃縮現象から，塩害と中性化の複合劣化状況下において，厳しい鉄筋腐食環境が形成される可能性が示されたが，デサリネーションを適用した場合には，遊離塩分の除去効果から脱塩効果が大きくなった．","ja":"本研究は，塩害単独，または，塩害と中性化の複合劣化を想定した混和材を含む鉄筋コンクリート供試体を用いて，デサリネーションを適用した場合の脱塩効果を評価することを目的とした．この結果，混和材を用いた供試体では，コンクリートの中性化に伴う内在塩分の濃縮現象から，塩害と中性化の複合劣化状況下において，厳しい鉄筋腐食環境が形成される可能性が示されたが，デサリネーションを適用した場合には，遊離塩分の除去効果から脱塩効果が大きくなった．"},"publication_date":"2003-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.25","number":"No.1","starting_page":"809","ending_page":"814","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:214, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451154"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/6658720","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1523951030941143552/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=79822","label":"url"}],"paper_title":{"en":"CFRP複合電極を用いたデサリネーションに関する研究","ja":"CFRP複合電極を用いたデサリネーションに関する研究"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"庄野 秀"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"庄野 秀"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"電気化学的脱塩工法であるデサリネーションの陽極材として，従来から用いられてきたチタンメッシュに炭素繊維にアクリル樹脂を含浸させたCFRP板を組み込んで作製したCFRP複合電極を用いることで，補修効果と補強効果を兼ね備えたリハビリテーション手法の開発を試みた．CFRP複合電極を用いてあらかじめ塩分を混入した鉄筋コンクリート供試体にデサリネーションを適用したところ，炭素繊維の消耗を防ぎつつ，所定の通電処理を完了させることができた．また，その脱塩効果は従来のチタンメッシュを単体で用いた場合と同等であり，十分な補修効果を有していることが確認された．","ja":"電気化学的脱塩工法であるデサリネーションの陽極材として，従来から用いられてきたチタンメッシュに炭素繊維にアクリル樹脂を含浸させたCFRP板を組み込んで作製したCFRP複合電極を用いることで，補修効果と補強効果を兼ね備えたリハビリテーション手法の開発を試みた．CFRP複合電極を用いてあらかじめ塩分を混入した鉄筋コンクリート供試体にデサリネーションを適用したところ，炭素繊維の消耗を防ぎつつ，所定の通電処理を完了させることができた．また，その脱塩効果は従来のチタンメッシュを単体で用いた場合と同等であり，十分な補修効果を有していることが確認された．"},"publication_date":"2003-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.25","number":"No.1","starting_page":"1493","ending_page":"1498","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:215, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451155"},"force":{"see_also":[{"@id":"https://www.scopus.com/record/display.url?eid=2-s2.0-0038101461&origin=inward","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=69198","label":"url"}],"paper_title":{"en":"Study on Realkalization with Electrolyte Containing Lithium Ion","ja":"Study on Realkalization with Electrolyte Containing Lithium Ion"},"authors":{"en":[{"name":"Matsumoto Kenichi"},{"name":"Ueda Takao"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"松本 健一"},{"name":"上田 隆雄"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"This study tried the application of electrochemical realkalization using Li3BO3 solution as the electrolyte, compaired with the case of usual Na2CO3 solution. The results obtained from this study are shown as follows; (1)The rate of concrete expansion by alkali-silica reaction (ASR) after realkalization using Li3BO3 solution was smaller than the case of Na2CO3 solution. (2)The realkalization effect obtained just after treatment was enough even when Li3BO3 solution was applied like as the case of Na2CO3 solution. (3)The pH value of cover concrete at 1 year after finishing realkalization using Li3BO3 maintained the same level as the case of Na2CO3 solution. Further more, the pH value obtained by realkalization using Li3BO3 solution maintained acceptable level under the accelerated condition of carbonation for 30 days.","ja":"本研究は，再アルカリ化工法の電解液として，従来から用いられているNa2CO3の代わりにLi3BO3を用いた場合について検討を行った．この結果，以下の知見が得られた．(1)再アルカリ化工法適用後のコンクリートのASR膨張率は，Na2CO3を用いた場合よりもLi3BO3を用いた場合の方が小さかった．(2)通電処理直後の再アルカリ化効果は，Li3BO3を用いた場合でもNa2CO3を用いた場合と同様に得られた．(3)Li3BO3を用いて通電処理を行った後1年が経過した時のかぶりコンクリートのpHは，Na2CO3を用いた場合と同程度であった．"},"publication_date":"2003-02-01","publication_name":{"en":"International Journal of Modern Physics B","ja":"International Journal of Modern Physics B"},"volume":"Vol.17","number":"No.8&9","starting_page":"1446","ending_page":"1451","languages":["eng"],"referee":true,"identifiers":{"doi":["10.1142/S0217979203019137"],"issn":["0217-9792"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:216, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451156"},"force":{"see_also":[{"@id":"https://www.scopus.com/record/display.url?eid=2-s2.0-0038778414&origin=inward","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=69197","label":"url"}],"paper_title":{"en":"Application of Desalination to Concrete Admixing Fly Ash or Blast-Farnace Slag","ja":"Application of Desalination to Concrete Admixing Fly Ash or Blast-Farnace Slag"},"authors":{"en":[{"name":"Nagao Kenji"},{"name":"Ueda Takao"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"長尾 賢二"},{"name":"上田 隆雄"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"This paper mainly describes corrosion behavior of the steel bars in concrete specimens using fly ash or blast-furnace slag, deteriorated by chloride attack, carbonation of concrete, or complex of both mechanisms. Furthermore, chloride removal effect due to applying desalination to such deteriorated specimens is investigated. Results obtained from this study can be summarized as follows; (1)Carbonation depth of concrete using fly ash or blast-furnace slag was larger than that of normal concrete and the larger replacement rate of them became, the more carbonation depth of concrete increased. (2) As the result of measurement of Cl- content in concrete before desalination, in the case of carbonated specimens, soluble chloride percentage to total chloride near the exposed surface was increased with the influence of carbonation of concrete. (3) Chloride removal percentage due to applying desalination to non-carbonated specimens was 15-30% as a whole cover concrete. On the other hand, in the case of carbonated specimens, Cl- ion near the exposed surface was decreased by desalination and chloride removal percentage reached 50-80%.","ja":"本研究は，フライアッシュまたは高炉スラグ微粉末を混和したコンクリート供試体が塩害，中性化，あるいはこれらの複合劣化環境下にある場合の鉄筋腐食状況を検討するとともに，これらの供試体にデサリネーションを適用した時の脱塩効果について検討を実施している．この結果は以下の通りである．(1)フライアッシュや高炉スラグ微粉末を混和した場合の中性化速度は普通コンクリートの場合よりも大きく，さらに混和材置換率が大きいほど中性化深さは大きかった．(2)コンクリートが中性化した場合には，コンクリート表面付近において可溶性塩分の割合が大きくなった．(3)コンクリートが中性化していない場合には，脱塩率は15-30%であったが，中性化した部分の脱塩率は50-80%に達した．"},"publication_date":"2003-02-01","publication_name":{"en":"International Journal of Modern Physics B","ja":"International Journal of Modern Physics B"},"volume":"Vol.17","number":"No.8&9","starting_page":"1452","ending_page":"1457","languages":["eng"],"referee":true,"identifiers":{"doi":["10.1142/S0217979203019149"],"issn":["0217-9792"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:217, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451157"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=69189","label":"url"}],"paper_title":{"en":"混和材を用いたコンクリートに対するデサリネーションの適用","ja":"混和材を用いたコンクリートに対するデサリネーションの適用"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"長尾 賢二"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"長尾 賢二"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"塩害により劣化したコンクリート構造物の補修工法として，デサリネーションが注目されているが，混和材を用いたコンクリートからの脱塩効果は明確にされていない．また，塩害と中性化が複合的に作用した場合には劣化速度の増大が懸念されるが，このような劣化に対する補修工法は確立していない．そこで本研究では，フライアッシュまたは高炉スラグ微粉末を混和したコンクリートにあらかじめ塩化物を混入し，促進中性化を行った後でデサリネーションを適用した場合の脱塩効果を評価した．この結果，中性化の影響により遊離したCl-量に応じた脱塩効果が得られ，本研究の範囲では，混和材の使用による脱塩効果の顕著な低下は認められなかった．","ja":"塩害により劣化したコンクリート構造物の補修工法として，デサリネーションが注目されているが，混和材を用いたコンクリートからの脱塩効果は明確にされていない．また，塩害と中性化が複合的に作用した場合には劣化速度の増大が懸念されるが，このような劣化に対する補修工法は確立していない．そこで本研究では，フライアッシュまたは高炉スラグ微粉末を混和したコンクリートにあらかじめ塩化物を混入し，促進中性化を行った後でデサリネーションを適用した場合の脱塩効果を評価した．この結果，中性化の影響により遊離したCl-量に応じた脱塩効果が得られ，本研究の範囲では，混和材の使用による脱塩効果の顕著な低下は認められなかった．"},"publication_date":"2003-02-01","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"number":"No.56","starting_page":"690","ending_page":"696","referee":true,"identifiers":{"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:218, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451158"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=68889","label":"url"}],"paper_title":{"en":"熱処理およびすりもみ法による高品質再生骨材の製造に関する基礎的研究","ja":"熱処理およびすりもみ法による高品質再生骨材の製造に関する基礎的研究"},"authors":{"en":[{"name":"LI Baoqun"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"}],"ja":[{"name":"李 保群"},{"name":"水口 裕之"},{"name":"上田 隆雄"}]},"description":{"en":"粗骨材の種類および圧縮強度を変えたコンクリート廃材(以下原コンクリートという)を作製し，熱処理温度を3種に変え，熱処理およびすりもみ法を用いて再生粗骨材と再生細骨材を製造し,再生骨材の品質に及ぼす要因の影響を検討した．その結果，熱処理によるコンクリートの圧縮強度損失率は非常に大きく，平均値としては，250℃で17.9%になり，500℃では50.1%に達している． 再生粗骨材の粗粒率，絶乾密度，吸水率には，熱処理温度および原粗骨材の種類の違いの影響が大きい．また，500℃で得られた再生粗骨材は，品質が高く，回収率も大きい．","ja":"粗骨材の種類および圧縮強度を変えたコンクリート廃材(以下原コンクリートという)を作製し，熱処理温度を3種に変え，熱処理およびすりもみ法を用いて再生粗骨材と再生細骨材を製造し,再生骨材の品質に及ぼす要因の影響を検討した．その結果，熱処理によるコンクリートの圧縮強度損失率は非常に大きく，平均値としては，250℃で17.9%になり，500℃では50.1%に達している． 再生粗骨材の粗粒率，絶乾密度，吸水率には，熱処理温度および原粗骨材の種類の違いの影響が大きい．また，500℃で得られた再生粗骨材は，品質が高く，回収率も大きい．"},"publication_date":"2003-02-01","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"number":"No.56","starting_page":"733","ending_page":"740","languages":["jpn"],"referee":true,"identifiers":{"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:219, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451159"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=67113","label":"url"}],"paper_title":{"en":"非破壊検査によるフライアッシュⅣ種混入コンクリートの沈下ひび割れの定量的評価","ja":"非破壊検査によるフライアッシュⅣ種混入コンクリートの沈下ひび割れの定量的評価"},"authors":{"en":[{"name":"Watanabe Takeshi"},{"name":"Hashimoto Chikanori"},{"name":"Ueda Takao"},{"name":"横手 晋一郎"}],"ja":[{"name":"渡邉 健"},{"name":"橋本 親典"},{"name":"上田 隆雄"},{"name":"横手 晋一郎"}]},"description":{"en":"本研究では，海砂代替としてフライアッシュⅣ種を混入したコンクリートの打設直後の伸び能力の評価のため，フライアッシュⅣ種を混入したコンクリートと普通コンクリートの沈下ひび割れとの発生状況の差異を非破壊検査により定量的に検討した結果を以下に示す．(1)フライアッシュⅣ種混入コンクリートの沈下ひび割れの数は，普通コンクリートに比べて減少した．(2)フライアッシュⅣ種混入コンクリートの平均ひび割れ幅は，同一かぶりにおいて，普通コンクリートの約半分に低減できることが明らかとなった．(3)沈下ひび割れの深さは，同一ひび割れ幅において，フライアッシュⅣ種混入コンクリートと普通コンクリートの差異は見られず，両コンクリートともかぶりが浅くなるほど相対的にひび割れが鉄筋近傍まで進展していることが確認された．","ja":"本研究では，海砂代替としてフライアッシュⅣ種を混入したコンクリートの打設直後の伸び能力の評価のため，フライアッシュⅣ種を混入したコンクリートと普通コンクリートの沈下ひび割れとの発生状況の差異を非破壊検査により定量的に検討した結果を以下に示す．(1)フライアッシュⅣ種混入コンクリートの沈下ひび割れの数は，普通コンクリートに比べて減少した．(2)フライアッシュⅣ種混入コンクリートの平均ひび割れ幅は，同一かぶりにおいて，普通コンクリートの約半分に低減できることが明らかとなった．(3)沈下ひび割れの深さは，同一ひび割れ幅において，フライアッシュⅣ種混入コンクリートと普通コンクリートの差異は見られず，両コンクリートともかぶりが浅くなるほど相対的にひび割れが鉄筋近傍まで進展していることが確認された．"},"publication_date":"2003-02","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"volume":"Vol.56","starting_page":"339","ending_page":"345","languages":["jpn"],"referee":true,"identifiers":{"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:220, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451160"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=69185","label":"url"}],"paper_title":{"en":"炭素繊維電極を用いた脱塩処理に関する検討","ja":"炭素繊維電極を用いた脱塩処理に関する検討"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Nagao Kenji"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"上田 隆雄"},{"name":"長尾 賢二"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"本研究では，陽極材による補強効果やコンクリート剥落防止効果を期待して炭素繊維を陽極材としたデサリネーション(電気化学的脱塩工法)の適用可能性を検討した．この結果，炭素繊維とコンクリート供試体を一体化しない場合には，電解液中で通電処理を完了させることができたが，ポリマーセメントモルタルで炭素繊維と供試体を一体化させた場合には，電圧上昇によって所定の通電処理を完了させることができなかった．また，所定の通電処理を完了させることができた場合の脱塩効果は従来のチタンメッシュを用いた場合と同程度の結果を得ることができた．","ja":"本研究では，陽極材による補強効果やコンクリート剥落防止効果を期待して炭素繊維を陽極材としたデサリネーション(電気化学的脱塩工法)の適用可能性を検討した．この結果，炭素繊維とコンクリート供試体を一体化しない場合には，電解液中で通電処理を完了させることができたが，ポリマーセメントモルタルで炭素繊維と供試体を一体化させた場合には，電圧上昇によって所定の通電処理を完了させることができなかった．また，所定の通電処理を完了させることができた場合の脱塩効果は従来のチタンメッシュを用いた場合と同程度の結果を得ることができた．"},"publication_date":"2002-10-12","publication_name":{"en":"コンクリート構造物の補修·補強·アップグレードシンポジウム論文報告集","ja":"コンクリート構造物の補修·補強·アップグレードシンポジウム論文報告集"},"volume":"Vol.2","starting_page":"219","ending_page":"224","languages":["jpn"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:221, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451161"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=69195","label":"url"}],"paper_title":{"en":"Maintenance System of Concrete Structures Deteriorated by Complex Mechanism","ja":"Maintenance System of Concrete Structures Deteriorated by Complex Mechanism"},"authors":{"en":[{"name":"Miyagawa Toyoaki"},{"name":"Masuda Yoshihiro"},{"name":"Hamada Hidenori"},{"name":"Demura Katsunobu"},{"name":"Noguchi Takahumi"},{"name":"Moriwake Atsuro"},{"name":"Ueda Takao"}],"ja":[{"name":"宮川 豊章"},{"name":"桝田 佳寛"},{"name":"濱田 秀則"},{"name":"出村 克宣"},{"name":"野口 貴文"},{"name":"守分 敦郎"},{"name":"上田 隆雄"}]},"description":{"en":"Japan Concrete Institute (JCI) organized \"The Technical Committee on Evaluation of Complex Deterioration of Concrete Structures and Its Maintenance Planning (1998 - 2000)\" chaired by Toyoaki Miyagawa, to investigate subjects relating to maintenance of existing concrete structures deteriorated by complex mechanism for the intended period of their service life. Four working groups, \"WG1: Evaluation of Complex Deterioration Mechanism\", \"WG2: Investigation of Adequate Maintenance Methods\", \"WG3: Evaluation of Repair Methods Using Removed Actual Bridge Girder\" and \"WG4: Preparing Guideline for Repair and Strengthening of Structures Deteriorated by Complex Mechanism\" were organized by the committee and the basic strategies against complex deterioration of concrete structures were proposed. This paper presents a part of fruits obtained from the committee work.","ja":"日本コンクリート工学協会では，1998年に複合劣化コンクリート構造物の維持管理計画研究委員会を発足させ，2000年までの3年間活動を行った．この委員会では，供用期間中に複合的な劣化メカニズムにより劣化が進行する既存構造物の適切な維持管理手法をテーマとして，検討を進めた．委員会は以下の4つのWGから構成された．「WG1:複合劣化メカニズム評価WG」，「適切なメインテナンス手法検討WG」，「撤去桁を用いた補修工法評価WG」，「複合劣化構造物の補修·補強に関するガイドライン作成WG」 これらの活動により，複合劣化構造物を対象とした基本的な維持管理戦略が提案された．本稿は委員会活動の成果の一部を紹介するものである．"},"publication_date":"2002-10-01","publication_name":{"en":"Concrete Structures in the 21st Century","ja":"Concrete Structures in the 21st Century"},"volume":"Vol.1","starting_page":"79","ending_page":"86","languages":["eng"],"referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:222, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451162"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/6499166","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1520854806193798912/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=67099","label":"url"}],"paper_title":{"en":"材料落下型連続ミキサの形状がモデルコンクリートの練混ぜ性能に及ぼす影響","ja":"材料落下型連続ミキサの形状がモデルコンクリートの練混ぜ性能に及ぼす影響"},"authors":{"en":[{"name":"Matsumoto Junichi"},{"name":"Hashimoto Chikanori"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"}],"ja":[{"name":"松本 純一"},{"name":"橋本 親典"},{"name":"水口 裕之"},{"name":"上田 隆雄"}]},"description":{"en":"材料落下型連続ミキサでは，複数個で構成する箱形容器内を重力によって材料を落 下させることにより，材料の練混ぜが行われる．本研究では，可視化モデルコンクリー トを用いて，傾斜角が60 度と45 度の箱形容器の形状が練混ぜ性能に及ぼす影響につい て検討した．その結果，傾斜角45 度の方が練混ぜ性能が良好であること，60 度の場合 斜面部と落下部での骨材粒子群の落下速度の速度差による練混ぜ機構に対し，45 度の 場合斜面部，落下部での骨材粒子群の速度と相対角度の集中と分散とによる練混ぜ機構 であり，2 種類の容器形状は異なる練混ぜ機構であることが明らかになった．","ja":"材料落下型連続ミキサでは，複数個で構成する箱形容器内を重力によって材料を落 下させることにより，材料の練混ぜが行われる．本研究では，可視化モデルコンクリー トを用いて，傾斜角が60 度と45 度の箱形容器の形状が練混ぜ性能に及ぼす影響につい て検討した．その結果，傾斜角45 度の方が練混ぜ性能が良好であること，60 度の場合 斜面部と落下部での骨材粒子群の落下速度の速度差による練混ぜ機構に対し，45 度の 場合斜面部，落下部での骨材粒子群の速度と相対角度の集中と分散とによる練混ぜ機構 であり，2 種類の容器形状は異なる練混ぜ機構であることが明らかになった．"},"publication_date":"2002-06-19","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.24","number":"No.1","starting_page":"1023","ending_page":"1028","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:223, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451163"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/6499735","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1520854806194676864/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=25856","label":"url"}],"paper_title":{"en":"Influence of Kind of Coarse Aggregate and Hear-Treatment on Quality of Recycled Aggregate","ja":"熱処理およびするもみ法による再生骨材の品質及ぼす粗骨材岩種に違いおよび熱処理の影響"},"authors":{"en":[{"name":"Li Baoqun"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"}],"ja":[{"name":"李 保群"},{"name":"水口 裕之"},{"name":"上田 隆雄"}]},"description":{"en":"本研究は廃棄コンクリートから高品質の再生骨材を製造するため，熱処理およびす りもみ法を採用し，廃棄コンクリートの強度を変え，再生骨材の強度と安定性への原粗骨 材の岩種および熱処理温度の影響について検討したものである．また，原骨材の熱処理に よる影響も調べた．その結果，再生粗骨材の強度と安定性には熱処理温度および原粗骨材 の岩種が大きく影響するが，再生細骨材の強度と安定性にはこれらの要因の影響はあまり 大きくなかった．しかも，500℃以下で熱処理すれば原骨材の強度や安定性を損なうことな く，高品質再生粗骨材を製造できる．","ja":"本研究は廃棄コンクリートから高品質の再生骨材を製造するため，熱処理およびす りもみ法を採用し，廃棄コンクリートの強度を変え，再生骨材の強度と安定性への原粗骨 材の岩種および熱処理温度の影響について検討したものである．また，原骨材の熱処理に よる影響も調べた．その結果，再生粗骨材の強度と安定性には熱処理温度および原粗骨材 の岩種が大きく影響するが，再生細骨材の強度と安定性にはこれらの要因の影響はあまり 大きくなかった．しかも，500℃以下で熱処理すれば原骨材の強度や安定性を損なうことな く，高品質再生粗骨材を製造できる．"},"publication_date":"2002-06-10","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.24","number":"No.1","starting_page":"1221","ending_page":"1226","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:224, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451164"},"force":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/6498245","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1523106606008578304/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=25939","label":"url"}],"paper_title":{"en":"リチウム系溶液を用いた再アルカリ化工法に関する研究","ja":"リチウム系溶液を用いた再アルカリ化工法に関する研究"},"authors":{"en":[{"name":"松本 健一"},{"name":"Ueda Takao"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}],"ja":[{"name":"松本 健一"},{"name":"上田 隆雄"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"中性化により劣化したコンクリート構造物に対して電気化学的補修工法である再アル カリ化工法を適用する場合に，電解液として炭酸ナトリウム溶液が主に用いられてきた．こ れに対して，デサリネーションで用いられることが多いリチウム系溶液は，pH の保持性が高 く，アルカリ骨材反応によるコンクリートの膨張抑制効果が期待できるという利点を有して いる．そこで本研究は，ホウ酸リチウム溶液を電解液とした再アルカリ化工法の適用を試み た．この結果，炭酸ナトリウム溶液を用いた場合と比較して，ASR によるコンクリート膨張 量が若干抑制されると共に，炭酸ナトリウム溶液と同程度の再アルカリ化効果が得られた．","ja":"中性化により劣化したコンクリート構造物に対して電気化学的補修工法である再アル カリ化工法を適用する場合に，電解液として炭酸ナトリウム溶液が主に用いられてきた．こ れに対して，デサリネーションで用いられることが多いリチウム系溶液は，pH の保持性が高 く，アルカリ骨材反応によるコンクリートの膨張抑制効果が期待できるという利点を有して いる．そこで本研究は，ホウ酸リチウム溶液を電解液とした再アルカリ化工法の適用を試み た．この結果，炭酸ナトリウム溶液を用いた場合と比較して，ASR によるコンクリート膨張 量が若干抑制されると共に，炭酸ナトリウム溶液と同程度の再アルカリ化効果が得られた．"},"publication_date":"2002-06-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.24","number":"No.1","starting_page":"759","ending_page":"764","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:225, {"insert":{"user_id":"1000201354","type":"published_papers"},"similar_merge":{"see_also":[{"@id":"http://id.ndl.go.jp/bib/6498196","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1523669555957878528/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=25938","label":"url"}],"paper_title":{"en":"発錆した溶接金網用鉄線のコンクリート中での腐食進展と付着挙動","ja":"発錆した溶接金網用鉄線のコンクリート中での腐食進展と付着挙動"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"小林 孝一"},{"name":"山本 尚"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"小林 孝一"},{"name":"山本 尚"},{"name":"宮川 豊章"}]},"description":{"en":"本研究では，施工現場において雨水等の影響で発錆した溶接金網をコンクリート中に埋め込んだ場合を想定し，打設後のコンクリート中における鉄線の腐食進行，および，発錆した鉄線とコンクリートとの付着に関して実験的検討を行った．この結果，コンクリートの含有塩分量が土木学会コンクリート標準示方書に示された許容値以下であれば，施工後の鉄線腐食進展は見られず，セメントの水和反応進行に伴って鉄線防食環境が形成された．付着に関しても，本研究で想定した程度の腐食レベルにおいては，鉄線腐食による付着強度の低下や曲げ部材のひび割れ分散性への悪影響は見られなかった．","ja":"本研究では，施工現場において雨水等の影響で発錆した溶接金網をコンクリート中に埋め込んだ場合を想定し，打設後のコンクリート中における鉄線の腐食進行，および，発錆した鉄線とコンクリートとの付着に関して実験的検討を行った．この結果，コンクリートの含有塩分量が土木学会コンクリート標準示方書に示された許容値以下であれば，施工後の鉄線腐食進展は見られず，セメントの水和反応進行に伴って鉄線防食環境が形成された．付着に関しても，本研究で想定した程度の腐食レベルにおいては，鉄線腐食による付着強度の低下や曲げ部材のひび割れ分散性への悪影響は見られなかった．"},"publication_date":"2002-06-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.24","number":"No.1","starting_page":"753","ending_page":"758","languages":["jpn"],"referee":true,"identifiers":{"issn":["1347-7560"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:226, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451165"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=21998","label":"url"}],"paper_title":{"en":"フライアッシュを混和したコンクリートの耐久性評価と電気化学的補修工法の適用","ja":"フライアッシュを混和したコンクリートの耐久性評価と電気化学的補修工法の適用"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"横田 優"},{"name":"七澤 章"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"横田 優"},{"name":"七澤 章"},{"name":"宮川 豊章"}]},"description":{"en":"フライアッシュをコンクリート用混和材として用いることが積極的に検討されているが，その耐久性には不明な点が多い．本研究では，セメントに対して代替置換した内割りの配合と，細骨材に対して代替置換した外割りの配合を設定し，硬化コンクリートの塩分移動性状や中性化性状，さらに，電気化学的補修工法を適用したときの塩分抽出状況を，粗骨材界面の遷移帯形成と関連づけて検討した．この結果，フライアッシュを混和することによる細孔組織の緻密化と，物質移動抵抗性の向上が確認され，特に外割りでフライアッシュを混和した場合に，この効果が大きいことがわかった．","ja":"フライアッシュをコンクリート用混和材として用いることが積極的に検討されているが，その耐久性には不明な点が多い．本研究では，セメントに対して代替置換した内割りの配合と，細骨材に対して代替置換した外割りの配合を設定し，硬化コンクリートの塩分移動性状や中性化性状，さらに，電気化学的補修工法を適用したときの塩分抽出状況を，粗骨材界面の遷移帯形成と関連づけて検討した．この結果，フライアッシュを混和することによる細孔組織の緻密化と，物質移動抵抗性の向上が確認され，特に外割りでフライアッシュを混和した場合に，この効果が大きいことがわかった．"},"publication_date":"2001-12-01","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"number":"No.55","starting_page":"170","ending_page":"175","referee":true,"identifiers":{"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:227, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451166"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20636","label":"url"}],"paper_title":{"en":"反応性骨材を含むコンクリートへのデサリネーションの適用に関する研究","ja":"反応性骨材を含むコンクリートへのデサリネーションの適用に関する研究"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"松本 健一"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"上田 隆雄"},{"name":"松本 健一"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"塩害により劣化したコンクリート構造物の補修工法として，電気化学的補修工法であるデサリネーションが開発され，注目を集めている．これに対して，デサリネーションを適用したコンクリート中では，ナトリウムやカリウムイオンが鉄筋近傍に多量に集積するため，アルカリ骨材反応によるコンクリート膨張が懸念されてきた．本研究では，反応性骨材を含む鉄筋コンクリート供試体にデサリネーションを適用したときの処理後の膨張挙動を，コンクリート中のイオンの移動挙動と併せて検討した．この結果，本研究の範囲では，デサリネーションがコンクリート膨張を著しく促進する現象は認められなかった．","ja":"塩害により劣化したコンクリート構造物の補修工法として，電気化学的補修工法であるデサリネーションが開発され，注目を集めている．これに対して，デサリネーションを適用したコンクリート中では，ナトリウムやカリウムイオンが鉄筋近傍に多量に集積するため，アルカリ骨材反応によるコンクリート膨張が懸念されてきた．本研究では，反応性骨材を含む鉄筋コンクリート供試体にデサリネーションを適用したときの処理後の膨張挙動を，コンクリート中のイオンの移動挙動と併せて検討した．この結果，本研究の範囲では，デサリネーションがコンクリート膨張を著しく促進する現象は認められなかった．"},"publication_date":"2001-10-12","publication_name":{"en":"コンクリート構造物の補修·補強·アップグレードシンポジウム論文報告集","ja":"コンクリート構造物の補修·補強·アップグレードシンポジウム論文報告集"},"volume":"Vol.1","starting_page":"127","ending_page":"132","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:228, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451167"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20632","label":"url"}],"paper_title":{"en":"Stress Corrosion Behavior of PC Steel Bars due to Spraying Salt Water","ja":"Stress Corrosion Behavior of PC Steel Bars due to Spraying Salt Water"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Mizoguchi Shigeru"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"上田 隆雄"},{"name":"溝口 茂"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"Investigation on stress corrosion behavior of prestressing steel and on change in delayed fracture sensitivity due to the stress corrosion is required in order to estimate the durability of PC structures deteriorated by the chloride-induced corrosion of prestressing steel. In this study, salt water spraying tests on PC bars and RC bars were carried out for six months to accelerate the corrosion with pitting of such steels. Moreover, delayed fracture sensitivity of the corroded bars was estimated from the results obtained by the slow strain rate tensile tests and the measurements of the amount of absorbed hydrogen. As a result of salt water spraying test, the depth of corrosion pitting and the amount of absorbed hydrogen of PC bars were increased by introducing prestressing force. So, it was considered that delayed fracture sensitivity of PC bars introduced prestressing force was a little higher than that of non-prestressed PC bars. Furthermore, RC bars were corroded severely compared with the non-prestressed PC bars.","ja":"塩害によるPC鋼材の腐食で劣化したPC構造物の耐久性を評価する場合に，PC鋼材の応力腐食挙動と，それに伴う遅れ破壊感受性の変化を評価する必要がある．本研究では，孔食を伴う腐食を進行させるために，6ヶ月間の塩水噴霧試験を行ったPC鋼材およびRC鋼材をもちいて，低ひずみ速度引張試験を行い，遅れ破壊感受性を評価することとした．また，各鋼材の吸蔵水素量も測定した．この結果，PC鋼材に緊張力を負荷することによって鋼材の孔食深さは増大した．これに伴って，緊張力を負荷したPC鋼材は負荷しない場合よりも遅れ破壊感受性が高くなった．また，RC鋼材の腐食程度はPC鋼材よりも大きくなった．"},"publication_date":"2001-08-16","publication_name":{"en":"Proceedings of the Second International Conference on Engineering Materials","ja":"Proceedings of the Second International Conference on Engineering Materials"},"volume":"Vol.2","starting_page":"587","ending_page":"596","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:229, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451168"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20635","label":"url"}],"paper_title":{"en":"フライアッシュによる置換方法がコンクリート中の鉄筋腐食挙動に与える影響","ja":"フライアッシュによる置換方法がコンクリート中の鉄筋腐食挙動に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"和田 良太"},{"name":"横田 優"},{"name":"七澤 章"}],"ja":[{"name":"上田 隆雄"},{"name":"和田 良太"},{"name":"横田 優"},{"name":"七澤 章"}]},"description":{"en":"コンクリートにフライアッシュを混和した場合に，コンクリート中の鉄筋腐食挙動がどのように変化するかを検討する必要がある．本研究では，フライアッシュの混和方法としてセメント代替として用いる内割置換，および，細骨材代替として用いる外割置換の2種類の置換方法で作製した鉄筋コンクリート供試体に対して，塩害および中性化が作用した状況を想定した促進試験を行い，コンクリート中の鉄筋腐食挙動を検討した．この結果，フライアッシュを外割りで混和した場合には，内割りで混和した場合と比較して中性化の進行速度や塩分浸透速度も小さく，コンクリート中の鉄筋防食の観点から良好な結果が得られた．","ja":"コンクリートにフライアッシュを混和した場合に，コンクリート中の鉄筋腐食挙動がどのように変化するかを検討する必要がある．本研究では，フライアッシュの混和方法としてセメント代替として用いる内割置換，および，細骨材代替として用いる外割置換の2種類の置換方法で作製した鉄筋コンクリート供試体に対して，塩害および中性化が作用した状況を想定した促進試験を行い，コンクリート中の鉄筋腐食挙動を検討した．この結果，フライアッシュを外割りで混和した場合には，内割りで混和した場合と比較して中性化の進行速度や塩分浸透速度も小さく，コンクリート中の鉄筋防食の観点から良好な結果が得られた．"},"publication_date":"2001-07-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.23","number":"No.1","starting_page":"235","ending_page":"240","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:230, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451169"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20069","label":"url"}],"paper_title":{"en":"High Quality Recycled Coarse Aggregate from Demolished Concrete with Heat and Rubbing Method","ja":"熱処理およびすりもみ法による高品質再生粗骨材の製造に関する研究"},"authors":{"en":[{"name":"李 保群"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"},{"name":"岩津 正明"}],"ja":[{"name":"李 保群"},{"name":"水口 裕之"},{"name":"上田 隆雄"},{"name":"岩津 正明"}]},"description":{"en":"本研究は廃棄コンクリートから高品質の再生粗骨材を製造する方法について検討したものである．再生方法としては，熱処理およびすりもみ法を採用し，廃棄コンクリートの粗骨材種類，強度を変え，熱処理温度の影響について調べた．その結果，再生粗骨材の主な品質および回収率に熱処理温度および原粗骨材の品質が大きく影響し，廃棄コンクリートの圧縮強度の影響はあまり大きくなかった．500℃で処理した再生粗骨材の品質は原粗骨材の品質に近くなり，そのほとんどがJIS基準値を満足するものとなった．","ja":"本研究は廃棄コンクリートから高品質の再生粗骨材を製造する方法について検討したものである．再生方法としては，熱処理およびすりもみ法を採用し，廃棄コンクリートの粗骨材種類，強度を変え，熱処理温度の影響について調べた．その結果，再生粗骨材の主な品質および回収率に熱処理温度および原粗骨材の品質が大きく影響し，廃棄コンクリートの圧縮強度の影響はあまり大きくなかった．500℃で処理した再生粗骨材の品質は原粗骨材の品質に近くなり，そのほとんどがJIS基準値を満足するものとなった．"},"publication_date":"2001-06-08","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.23","number":"No.1","starting_page":"235","ending_page":"240","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:231, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451170"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20633","label":"url"}],"paper_title":{"en":"Influence of Intermittent Desalination on Hydrogen Embrittlement of Prestressing Steel Bars","ja":"Influence of Intermittent Desalination on Hydrogen Embrittlement of Prestressing Steel Bars"},"authors":{"en":[{"name":"Ashida Masanobu"},{"name":"Ueda Takao"},{"name":"Miyagawa Toyoaki"},{"name":"Mizoguchi Shigeru"},{"name":"Tanaka Norio"}],"ja":[{"name":"芦田 公伸"},{"name":"上田 隆雄"},{"name":"宮川 豊章"},{"name":"溝口 茂"},{"name":"田中 典男"}]},"description":{"en":"本研究では，デサリネーションをPC構造物へ適用する場合，PC鋼材が孔食を有していたり，過大な緊張力が作用している場合，および，断続的な通電処理方法を適用した場合において，水素脆化の原因である拡散性水素のPC鋼材への吸蔵量について検討を行うとともに，安全に補修効果を得るための通電処理方法について検討を行った．この結果，8週間以内であれば連続通電を行っても水素脆化によるPC鋼材の破断の危険性は小さいことと，断続的通電処理を行えば，水素脆化の影響はほとんど無視できる程度であることが明らかになった．","ja":"本研究では，デサリネーションをPC構造物へ適用する場合，PC鋼材が孔食を有していたり，過大な緊張力が作用している場合，および，断続的な通電処理方法を適用した場合において，水素脆化の原因である拡散性水素のPC鋼材への吸蔵量について検討を行うとともに，安全に補修効果を得るための通電処理方法について検討を行った．この結果，8週間以内であれば連続通電を行っても水素脆化によるPC鋼材の破断の危険性は小さいことと，断続的通電処理を行えば，水素脆化の影響はほとんど無視できる程度であることが明らかになった．"},"publication_date":"2001-06-01","publication_name":{"en":"Proceedings of the Third International Conference on Concrete Under Severe Conditions","ja":"Proceedings of the Third International Conference on Concrete Under Severe Conditions"},"volume":"Vol.2","starting_page":"104","ending_page":"111","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:232, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451171"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20631","label":"url"}],"paper_title":{"en":"Basic Study on Hydrogen Stored in Prestressing Steel Bars During Desalination","ja":"Basic Study on Hydrogen Stored in Prestressing Steel Bars During Desalination"},"authors":{"en":[{"name":"Ashida Masanobu"},{"name":"Ueda Takao"},{"name":"Mizoguchi Shigeru"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"芦田 公伸"},{"name":"上田 隆雄"},{"name":"溝口 茂"},{"name":"宮川 豊章"}]},"description":{"en":"デサリネーションがコンクリートの塩害に対する有望な補修工法として注目されている．デサリネーションでは，コンクリート中の鋼材がカソードとして作用し，しかも，その電位が水素発生電位より卑となるため，鋼材表面で水素が発生するものと考えられる．そのため，PC鋼材の水素脆化への危惧から，PC構造体への適用が見送られてきた．本研究では，デサリネーションをPC構造物へ適用する場合，PC鋼材が孔食を有していたり，過大な緊張力が作用している場合，および，断続的な通電処理方法を適用した場合において，水素脆化の原因である拡散性水素のPC鋼材への吸蔵量について検討を行った．","ja":"デサリネーションがコンクリートの塩害に対する有望な補修工法として注目されている．デサリネーションでは，コンクリート中の鋼材がカソードとして作用し，しかも，その電位が水素発生電位より卑となるため，鋼材表面で水素が発生するものと考えられる．そのため，PC鋼材の水素脆化への危惧から，PC構造体への適用が見送られてきた．本研究では，デサリネーションをPC構造物へ適用する場合，PC鋼材が孔食を有していたり，過大な緊張力が作用している場合，および，断続的な通電処理方法を適用した場合において，水素脆化の原因である拡散性水素のPC鋼材への吸蔵量について検討を行った．"},"publication_date":"2001-06-01","publication_name":{"en":"Concrete Library International","ja":"Concrete Library International"},"number":"No.37","starting_page":"71","ending_page":"81","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:233, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451172"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20634","label":"url"}],"paper_title":{"en":"中性化とアルカリ骨材反応の複合劣化に対する再アルカリ化工法の適用","ja":"中性化とアルカリ骨材反応の複合劣化に対する再アルカリ化工法の適用"},"authors":{"en":[{"name":"松本 健一"},{"name":"Ueda Takao"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"松本 健一"},{"name":"上田 隆雄"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"本研究では，反応性骨材を含む鉄筋コンクリート供試体を作製し，促進中性化を行ったうえで再アルカリ化工法を適用した時の補修効果と処理後のコンクリート膨張挙動を検討した．本研究の範囲で得られた結果をまとめると以下の通りである． (1)促進中性化を行った鉄筋コンクリート供試体に対して1週間，または，3週間の再アルカリ化工法を施した場合，電解液としてLi3BO3溶液を用いても，Na2CO3溶液を用いた場合と同様の再アルカリ化効果が得られた． (2)Na2CO3溶液を電解液として通電処理を行った場合，コンクリートの中性化程度が大きい供試体ほど，電解液からコンクリート中へのNa+浸透量が大きくなった． (3)Li3BO3溶液を電解液として用いた場合に，Na2CO3溶液を用いた場合よりも通電処理によるコンクリート中のR2O集積量を小さく抑えることができた． (4)特に中性化程度が大きい供試体では，電解液としてLi3BO3溶液を用いた場合の処理後のコンクリート膨張量は，Na2CO3溶液を用いた場合よりも抑制された．","ja":"本研究では，反応性骨材を含む鉄筋コンクリート供試体を作製し，促進中性化を行ったうえで再アルカリ化工法を適用した時の補修効果と処理後のコンクリート膨張挙動を検討した．本研究の範囲で得られた結果をまとめると以下の通りである． (1)促進中性化を行った鉄筋コンクリート供試体に対して1週間，または，3週間の再アルカリ化工法を施した場合，電解液としてLi3BO3溶液を用いても，Na2CO3溶液を用いた場合と同様の再アルカリ化効果が得られた． (2)Na2CO3溶液を電解液として通電処理を行った場合，コンクリートの中性化程度が大きい供試体ほど，電解液からコンクリート中へのNa+浸透量が大きくなった． (3)Li3BO3溶液を電解液として用いた場合に，Na2CO3溶液を用いた場合よりも通電処理によるコンクリート中のR2O集積量を小さく抑えることができた． (4)特に中性化程度が大きい供試体では，電解液としてLi3BO3溶液を用いた場合の処理後のコンクリート膨張量は，Na2CO3溶液を用いた場合よりも抑制された．"},"publication_date":"2001-05-29","publication_name":{"en":"複合劣化コンクリート構造物の評価と維持管理計画に関するシンポジウム論文集","ja":"複合劣化コンクリート構造物の評価と維持管理計画に関するシンポジウム論文集"},"starting_page":"55","ending_page":"60","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:234, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451173"},"force":{"see_also":[{"@id":"http://ci.nii.ac.jp/naid/110002293908/","label":"url"},{"@id":"https://cir.nii.ac.jp/crid/1390001205393263104/","label":"url"},{"@id":"https://www.scopus.com/record/display.url?eid=2-s2.0-0034291466&origin=inward","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13895","label":"url"}],"paper_title":{"en":"Corrosion Behavior of Steel Bars Embedded in Fly Ash Concrete Deteriorated by Chlorides and Carbonation (Specoal Issue on Aggregates and Admixtures for Concrete)","ja":"塩害と中性化による複合劣化フライアッシュコンクリート中の鉄筋腐食挙動"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"岡 竜"},{"name":"横田 優"},{"name":"石橋 孝一"}],"ja":[{"name":"上田 隆雄"},{"name":"岡 竜"},{"name":"横田 優"},{"name":"石橋 孝一"}]},"description":{"en":"One of the main problems of fly ash concrete is reducing the resistance against carbonation of concrete due to consuming Ca(OH)2 by pozzolan reaction of fly ash. Then, admixing of fly ash into concrete may increase the corrosion risk of reinforcing steel embedded in concrete. In this study, the influence of fly ash admixed into concrete on corrosion behavior of reinforcement due to both chloride attack and carbonation, was estimated by means of electrochemical techniques. The results showed that when the cause of corrosion was only chlorides, microcell corrosion rate could be reduced by admixing fly ash. However, when there was the act of carbonation, corrosion rate of reinforcing steel embedded in fly ash concrete was increased, compared with the case of non-fly ash concrete.","ja":"本研究ではフライアッシュを混和した鉄筋コンクリート構造物に，塩害，中性化，および，これらが複合的に作用した状況を想定し，コンクリート中の鉄筋腐食挙動を電気化学的非破壊検査手法により評価することを試みた．本研究結果をまとめると次のようになる． (1) あらかじめ8.0 kg/m3のCl-を混入したRC供試体を乾湿繰り返し環境に静置した場合，W/Bが50%の供試体のミクロセル腐食速度がフライアッシュの混和により抑制される傾向を示した．これに対して，Cl-無混入部分をカソードとするマクロセル腐食電流は，フライアッシュを混和した場合の方が無混和の場合よりも大きくなっており，この場合には圧縮強度に代表されるコンクリートのマクロな物性の影響が大きいものと考えられる． (2) Cl-無混入のRC供試体の促進中性化を行った結果，フライアッシュを混和した供試体の方が無混和の供試体よりも中性化速度が大きいために，比較的早期に鉄筋自然電位が卑変したが，腐食速度はCl-を混入した場合よりも小さい値を示した． (3) あらかじめ8.0 kg/m3のCl-を混入したRC供試体の促進中性化を行った結果，フライアッシュを混和した供試体の方が無混和の供試体よりも中性化速度が大きいために，Cl-との複合作用による腐食速度も増大する傾向を示した．"},"publication_date":"2000-10-01","publication_name":{"en":"Journal of the Society of Materials Science, Japan","ja":"材料"},"volume":"Vol.49","number":"No.10","starting_page":"1115","ending_page":"1120","referee":true,"identifiers":{"doi":["10.2472/jsms.49.1115"],"issn":["0514-5163"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:235, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451174"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=18176","label":"url"}],"paper_title":{"en":"下水汚泥焼却灰の建設材料への利用に関する一検討","ja":"下水汚泥焼却灰の建設材料への利用に関する一検討"},"authors":{"en":[{"name":"楠田 匡彦"},{"name":"Mizuguchi Hiroyuki"},{"name":"Kozuki Yasunori"},{"name":"Ueda Takao"}],"ja":[{"name":"楠田 匡彦"},{"name":"水口 裕之"},{"name":"上月 康則"},{"name":"上田 隆雄"}]},"description":{"en":"下水汚泥の焼却灰を建設材料に利用するために基礎的な検討を行った．焼却灰をセメントを用いて固め，その圧縮および曲げ強度に及ぼす配合の影響およびこの固化体からの重金属の溶出量について調べた．(1)配合によって異なるが材齢28日で圧縮強度は30MPa，曲げ強度は4MPa程度の固化体を作成することができた．(2)カドミウム，シアン，鉛，ヒ素，水銀，全クロム，六価クロム，亜鉛，セレンの6種類の重金属の溶出量は環境庁の定める基準値以内であった．","ja":"下水汚泥の焼却灰を建設材料に利用するために基礎的な検討を行った．焼却灰をセメントを用いて固め，その圧縮および曲げ強度に及ぼす配合の影響およびこの固化体からの重金属の溶出量について調べた．(1)配合によって異なるが材齢28日で圧縮強度は30MPa，曲げ強度は4MPa程度の固化体を作成することができた．(2)カドミウム，シアン，鉛，ヒ素，水銀，全クロム，六価クロム，亜鉛，セレンの6種類の重金属の溶出量は環境庁の定める基準値以内であった．"},"publication_date":"2000-06-01","publication_name":{"en":"Proc.of the Japan Concrete Institute","ja":"コンクリート工学年次論文集"},"volume":"Vol.22","number":"No.2","starting_page":"1183","ending_page":"1188","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:236, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451175"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13894","label":"url"}],"paper_title":{"en":"塩水を噴霧したPC鋼材の応力腐食挙動","ja":"塩水を噴霧したPC鋼材の応力腐食挙動"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"溝口 茂"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"溝口 茂"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"塩害により劣化したPC構造物の耐久性を評価するためには，PC鋼材の応力腐食挙動とそれに起因する遅れ破壊感受性の変化を検討する必要がある．本研究では，PC鋼材とRC用鉄筋の塩水噴霧試験を3ヶ月間行い，孔食を伴う腐食促進を行った上で，これらの鋼材を用いて低ひずみ速度引張試験および吸蔵水素量測定を行うことにより，鋼材腐食に起因する遅れ破壊感受性の変化を評価した．この結果，PC鋼材の孔食深さや吸蔵水素量は緊張力を与えることにより増大する傾向を示し，これに伴い，緊張力を与えたPC鋼材の遅れ破壊感受性も無緊張の場合よりも若干高いと判断することができた．","ja":"塩害により劣化したPC構造物の耐久性を評価するためには，PC鋼材の応力腐食挙動とそれに起因する遅れ破壊感受性の変化を検討する必要がある．本研究では，PC鋼材とRC用鉄筋の塩水噴霧試験を3ヶ月間行い，孔食を伴う腐食促進を行った上で，これらの鋼材を用いて低ひずみ速度引張試験および吸蔵水素量測定を行うことにより，鋼材腐食に起因する遅れ破壊感受性の変化を評価した．この結果，PC鋼材の孔食深さや吸蔵水素量は緊張力を与えることにより増大する傾向を示し，これに伴い，緊張力を与えたPC鋼材の遅れ破壊感受性も無緊張の場合よりも若干高いと判断することができた．"},"publication_date":"2000-06-01","publication_name":{"en":"コンクリート工学年次論文報告集","ja":"コンクリート工学年次論文報告集"},"volume":"Vol.22","number":"No.1","starting_page":"109","ending_page":"114","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:237, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451176"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13893","label":"url"}],"paper_title":{"en":"フライアッシュの混和がコンクリート中の鉄筋腐食性状に与える影響","ja":"フライアッシュの混和がコンクリート中の鉄筋腐食性状に与える影響"},"authors":{"en":[{"name":"岡 竜"},{"name":"Ueda Takao"},{"name":"横田 優"},{"name":"石橋 孝一"}],"ja":[{"name":"岡 竜"},{"name":"上田 隆雄"},{"name":"横田 優"},{"name":"石橋 孝一"}]},"description":{"en":"塩害と中性化が複合的に作用する条件において，フライアッシュをセメントに対して30%置換したコンクリート中の鉄筋の腐食挙動を自然電位，分極抵抗などの経時変化をモニタリングすることによって検討した．また，試験開始後392日ではつり出した鉄筋の腐食減量を測定し，分極抵抗との関係からK値を算定した．この結果，フライアッシュを混和したコンクリート中の鉄筋腐食について以下の結果が得られた． (1)塩害と中性化が複合的に作用する場合，厳しい鉄筋腐食環境を形成する危険がある． (2)フライアッシュを混和した場合のK値は，フライアッシュ無混和の場合より大きい値となった．","ja":"塩害と中性化が複合的に作用する条件において，フライアッシュをセメントに対して30%置換したコンクリート中の鉄筋の腐食挙動を自然電位，分極抵抗などの経時変化をモニタリングすることによって検討した．また，試験開始後392日ではつり出した鉄筋の腐食減量を測定し，分極抵抗との関係からK値を算定した．この結果，フライアッシュを混和したコンクリート中の鉄筋腐食について以下の結果が得られた． (1)塩害と中性化が複合的に作用する場合，厳しい鉄筋腐食環境を形成する危険がある． (2)フライアッシュを混和した場合のK値は，フライアッシュ無混和の場合より大きい値となった．"},"publication_date":"2000-06-01","publication_name":{"en":"コンクリート工学年次論文報告集","ja":"コンクリート工学年次論文報告集"},"volume":"Vol.22","number":"No.1","starting_page":"151","ending_page":"156","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:238, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451177"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13883","label":"url"}],"paper_title":{"en":"Influence of Desalination on Mechanical Behavior of Prestressed Concrete Members","ja":"Influence of Desalination on Mechanical Behavior of Prestressed Concrete Members"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Ashida Masanobu"},{"name":"Mizoguchi Shigeru"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"上田 隆雄"},{"name":"芦田 公伸"},{"name":"溝口 茂"},{"name":"宮川 豊章"}]},"description":{"en":"The premature deterioration of concrete structures due to chloride-induced corrosion of reinforcement has recently become a serious problem. Desalination aims to remove chlorides from concrete structures and is expected to enter service as a radical repair method. Desalination has found actual to use with RC structures, but application to PC structures has been considered difficult because of the hydrogen embrittlement problem. This paper describes the influence of desalination on the behavior of both prestressing steel bars and PC beams.","ja":"本研究は，デサリネーションをPC部材に適用したときの力学的挙動への影響について，PC鋼材レベルおよびPCはり部材レベルから検討を加えたものである．以下に本研究の範囲内で得られた結果を要約する． (1) 電流密度5.0 A/m2で8週間の通電処理を行ったPCはり供試体中のPC鋼材自然電位は，処理終了直後において水素発生電位よりも卑な値を示しており，通電期間中のカソード反応による水素発生は確実な状況であった．ただし，処理後5日程度の気中静置により，PC鋼材自然電位は水素発生電位よりも貴な値に移行した． (2) 通電処理を行ったPC角柱供試体からはつりだしたPC鋼材に対して，低ひずみ速度引張試験を行った結果，無処理の場合と比較して，弾性挙動や強度特性に変化は見られなかったが，荷重降下域の減少や絞りの低下など，水素に起因すると考えられる破断挙動を示した． (3) PC鋼材の緊張力として，鋼材引張強度の50%および60%の2レベルを設定し，緊張力の影響を検討した結果，緊張力の違いが水素脆化挙動に与える影響は小さかった． (4) 熱処理材であるPC鋼棒と冷間加工材であるPC鋼線の水素脆化挙動を比較した結果，本実験で用いた鋼材に関しては，冷間加工材の方が厳しい水素脆化挙動を示した．この様な傾向は鋼材の引張強度により，統一的に解釈することができた． (5) 塩化物を混入した供試体中のPC鋼材は無混入の場合と比較して，脆性的な破断挙動を示した．これより，通電処理による水素脆化を受けなくても，腐食環境にあるPC鋼材は遅れ破壊の危険性があることが確認された． (6) 通電処理時の電流密度として，5.0, 10.0および15.0 A/m2の3レベルを設定し，電流密度の影響を検討した結果，5.0 A/m2の場合が最も厳しい水素脆化挙動を示した． (7) 通電処理終了後に供試体の気中静置を行うことにより，供試体中のPC鋼材の水素脆化程度が経時的に緩和される傾向を示した．これにより，通電処理による水素脆化に起因する遅れ破壊の危険性は速やかに減少するが，処理前に発生していた腐食孔を起点とする遅れ破壊の危険性は解消されていないことが確認された．"},"publication_date":"2000-06-01","publication_name":{"en":"Concrete Library International","ja":"Concrete Library International"},"number":"No.35","starting_page":"53","ending_page":"66","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:239, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451178"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13891","label":"url"}],"paper_title":{"en":"PC鋼材の水素吸蔵特性に着目したデサリネーション処理方法の検討","ja":"PC鋼材の水素吸蔵特性に着目したデサリネーション処理方法の検討"},"authors":{"en":[{"name":"芦田 公伸"},{"name":"Ueda Takao"},{"name":"溝口 茂"},{"name":"宮川 豊章"}],"ja":[{"name":"芦田 公伸"},{"name":"上田 隆雄"},{"name":"溝口 茂"},{"name":"宮川 豊章"}]},"description":{"en":"デサリネーションがコンクリートの塩害に対する有望な補修工法として注目されている．デサリネーションでは，コンクリート中の鋼材がカソードとして作用し，しかも，その電位が水素発生電位より卑となるため，鋼材表面で水素が発生するものと考えられる．そのため，PC鋼材の水素脆化への危惧から，PC構造体への適用が見送られてきた．本研究では，デサリネーションをPC構造物へ適用する場合，PC鋼材が孔食を有していたり，過大な緊張力が作用している場合，および，断続的な通電処理方法を適用した場合において，水素脆化の原因である拡散性水素のPC鋼材への吸蔵量について検討を行った．本研究において得られた結果を以下にまとめる. (1)PC鋼材に孔食等の切欠きがある場合,電流密度 5A/m2の通電処理により,切欠きの無いPC鋼材 の場合と同様に,拡散性水素がPC鋼材中に吸蔵 される. (2)切欠きを有するPC鋼材に吸蔵された拡散性水 素の放出開始温度は,切欠きの無い場合より低温 側に移行するが,拡散性水素の積算吸蔵量は,切 欠きの有無に関わり無く,ほほ同じである. (3)通電処理期聞が2週間程度であれば,切欠きを有 するPC鋼材でも,吸蔵される拡蹴鍬素は僅か であり,水素脆化の危険性が少ない.また,4週 問以上の通電処理でも,通電処理完了後に拡散性 水素は速やかにPC鋼材から消滅する. (4)PC鋼材に吸蔵される拡散性水素量は,通竃期間 だけでなく,PC鋼材に作用している応力度にも 影響される.従って,腐食等により部分的に断面 欠損している場合,同じ通電期問であっても,拡 散性水素の吸蔵量が増加する場合がある. (5)PC鋼材が破断するのに必要な拡散性水素量の 下限値でおる限界拡散性水素量は,緊張力88%の C種鋼材の場合,0.72(wt ppm)であった.また, 緊張力が88%未満の場合,限界拡散性水素量はこ の値より大きくなり,逆に,緊張力が88%を越え る場合,限界拡散性水素量が小さくなる可能性が ある. (6)「2週間通電処理した後,1週間通電休止」する 断続的な通電処理を行なった場合,通算通電期問 が8週問以内では,PC鋼材に吸蔵される拡散性 水素量は0.02∼0.06(wt ppm)であり,連続的に8 週問通電した場合の0.13(wt ppm)より,PC鋼材 に吸蔵された拡散性水素量は大幅に低減した. (7)断続的な通電処理方法は,PC鋼材に吸蔵される 拡散性水素量を制御しながら,デサリネーション 処理を行なうことが可能であり,PC鋼材に吸蔵 される水素量をより低減することができる.従っ て,デサリネーション処理を塩害劣化が懸念され るPC構造物に対して適用する場合,断続的な通 電処理は,通常の処理より安全性の高い補修方法 であると判断される.","ja":"デサリネーションがコンクリートの塩害に対する有望な補修工法として注目されている．デサリネーションでは，コンクリート中の鋼材がカソードとして作用し，しかも，その電位が水素発生電位より卑となるため，鋼材表面で水素が発生するものと考えられる．そのため，PC鋼材の水素脆化への危惧から，PC構造体への適用が見送られてきた．本研究では，デサリネーションをPC構造物へ適用する場合，PC鋼材が孔食を有していたり，過大な緊張力が作用している場合，および，断続的な通電処理方法を適用した場合において，水素脆化の原因である拡散性水素のPC鋼材への吸蔵量について検討を行った．本研究において得られた結果を以下にまとめる. (1)PC鋼材に孔食等の切欠きがある場合,電流密度 5A/m2の通電処理により,切欠きの無いPC鋼材 の場合と同様に,拡散性水素がPC鋼材中に吸蔵 される. (2)切欠きを有するPC鋼材に吸蔵された拡散性水 素の放出開始温度は,切欠きの無い場合より低温 側に移行するが,拡散性水素の積算吸蔵量は,切 欠きの有無に関わり無く,ほほ同じである. (3)通電処理期聞が2週間程度であれば,切欠きを有 するPC鋼材でも,吸蔵される拡蹴鍬素は僅か であり,水素脆化の危険性が少ない.また,4週 問以上の通電処理でも,通電処理完了後に拡散性 水素は速やかにPC鋼材から消滅する. (4)PC鋼材に吸蔵される拡散性水素量は,通竃期間 だけでなく,PC鋼材に作用している応力度にも 影響される.従って,腐食等により部分的に断面 欠損している場合,同じ通電期問であっても,拡 散性水素の吸蔵量が増加する場合がある. (5)PC鋼材が破断するのに必要な拡散性水素量の 下限値でおる限界拡散性水素量は,緊張力88%の C種鋼材の場合,0.72(wt ppm)であった.また, 緊張力が88%未満の場合,限界拡散性水素量はこ の値より大きくなり,逆に,緊張力が88%を越え る場合,限界拡散性水素量が小さくなる可能性が ある. (6)「2週間通電処理した後,1週間通電休止」する 断続的な通電処理を行なった場合,通算通電期問 が8週問以内では,PC鋼材に吸蔵される拡散性 水素量は0.02∼0.06(wt ppm)であり,連続的に8 週問通電した場合の0.13(wt ppm)より,PC鋼材 に吸蔵された拡散性水素量は大幅に低減した. (7)断続的な通電処理方法は,PC鋼材に吸蔵される 拡散性水素量を制御しながら,デサリネーション 処理を行なうことが可能であり,PC鋼材に吸蔵 される水素量をより低減することができる.従っ て,デサリネーション処理を塩害劣化が懸念され るPC構造物に対して適用する場合,断続的な通 電処理は,通常の処理より安全性の高い補修方法 であると判断される."},"publication_date":"2000-02-01","publication_name":{"en":"土木学会論文集(第V部門)","ja":"土木学会論文集(第V部門)"},"volume":"Vol.641","number":"No.46","starting_page":"231","ending_page":"240","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:240, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451179"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13890","label":"url"}],"paper_title":{"en":"Hydrogen Embrittlement of Notched PC Steel Bars due to Applying Electric Current","ja":"Hydrogen Embrittlement of Notched PC Steel Bars due to Applying Electric Current"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Ashida Masanobu"},{"name":"Mizoguchi Shigeru"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"上田 隆雄"},{"name":"芦田 公伸"},{"name":"溝口 茂"},{"name":"宮川 豊章"}]},"description":{"en":"In this study, the slow strain rate tensile test and the measurement of the amount of absorbed hydrogen was carried out with prestressing steel bars after applying desalination. The results of these experiments were summarized as that, the influence of hydrogen embrittlement was less than the notch effect adopted in this study.","ja":"電気化学的脱塩手法であるデサリネーションのPC構造物への適用性を評価するために，腐食により断面欠損を生じたPC鋼材を想定して，切欠きを有するPC 鋼材の通電処理による水素脆化挙動を検討した．実験としては，あらかじめ塩化物を混入したプレテンションPC供試体にデサリネーションを適用した後に，供試体よりPC鋼材をはつりだし，吸蔵水素量測定および低ひずみ速度引張試験を行った．この結果，切欠きの有無により拡散性水素の吸蔵量に大きな変化はなく，低ひずみ速度引張試験におけるPC鋼材破断状況は切欠きの有無および切欠き深さによる影響が通電処理による影響よりも大きかった．"},"publication_date":"1999-12-01","publication_name":{"en":"Proc. of the 6th International Conference on Inspection, Appraisal, Repairs & Maintenance of Buildings & Structures","ja":"Proc. of the 6th International Conference on Inspection, Appraisal, Repairs & Maintenance of Buildings & Structures"},"starting_page":"361","ending_page":"368","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:241, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451180"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13889","label":"url"}],"paper_title":{"en":"Corrosion Behavior of Steel Bars Embedded in Fly Ash Mixed Concrete","ja":"Corrosion Behavior of Steel Bars Embedded in Fly Ash Mixed Concrete"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Oka Ryo"},{"name":"Mizuguchi Hiroyuki"}],"ja":[{"name":"上田 隆雄"},{"name":"岡 竜"},{"name":"水口 裕之"}]},"description":{"en":"Fly ash mixing into concrete is expected to restrict the penetration of the corrosion factors into concrete, such as water, chloride ions, oxygen and so on. But because of the low pH of fly ash mixed concrete, admixing of fly ash may increase the corrosion risk of reinforcing steel bars embedded in concrete. In this paper, the influence of fly ash mixing into concrete on corrosion behavior of reinforcing steel bars due to both chloride attack and carbonation, is estimated by means of electrochemical techniques. Results obtained from this study can be summarized as follows; (1) When only carbonation acts as the cause of deterioration, the corrosion rate is low, whether fly ash is mixed into concrete or not. (2) When both carbonation and chlorides acts as the cause of deterioration, mixing of fly ash may result in formation of severe corrosion condition for the reinforcement in concrete.","ja":"コンクリートにフライアッシュを混和した場合，水分，塩化物イオン，酸素などの劣化因子のコンクリートへの浸透は抑制される．しかし，フライアッシュを混和したコンクリートは無混和の場合よりもpHが低下するため，コンクリート中の鉄筋腐食環境は厳しくなる可能性がある．本研究では，コンクリートへのフライアッシュの混和が，塩害や中性化による鉄筋腐食に与える影響を，電気化学的手法により評価検討することを目的とした．本研究の結果を以下に要約する．1.中性化が単独で作用する場合には，フライアッシュ混和の有無に関わらず，鉄筋腐食速度は比較的小さかった．2.塩害と中性化が複合的に作用する場合には，フライアッシュの混和により，コンクリート中の鉄筋腐食環境が著しく厳しくなる可能性が確認された．"},"publication_date":"1999-11-01","publication_name":{"en":"Proceedings of the Second International Conference on Advanced Materials Development and Performance","ja":"Proceedings of the Second International Conference on Advanced Materials Development and Performance"},"volume":"Vol.2","starting_page":"507","ending_page":"512","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:242, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451181"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13886","label":"url"}],"paper_title":{"en":"リチウム系水溶液を用いたデサリネーションがアルカリ骨材反応の膨張に与える影響","ja":"リチウム系水溶液を用いたデサリネーションがアルカリ骨材反応の膨張に与える影響"},"authors":{"en":[{"name":"芦田 公伸"},{"name":"Ueda Takao"},{"name":"宮川 豊章"}],"ja":[{"name":"芦田 公伸"},{"name":"上田 隆雄"},{"name":"宮川 豊章"}]},"description":{"en":"The reinforced concrete structures have been considered durable for at long time. But recently, it has been reported that they are deteriorated by reinforcement corrosion to be suffered from chloride attack. Desalination, which is an electrochemical treatment of chloride extraction from concrete, has been developed as an essential repair method. Steel bar embedded in concrete acts as a cathodic electrode through desalination process and sodium ions are gathered about the steel bar. In this study, expansion of concrete due to alkali silica reaction during and after desalination was examined in concrete having reactive aggregates.","ja":"本研究では，反応性骨材を含有するRC供試体にデサリネーションを適用したときのコンクリートの膨張挙動を検討した．実験要因はアルカリ量，電流密度，通電期間，電解質溶液の種類とし，特にリチウム系溶液を電解質溶液として用いた場合の膨張挙動に注目した．本研究結果を以下に要約する．1. Li-Na-Si系アルカリシリカゲルの膨潤後の質量が乾燥前の質量を超えない範囲を膨張反応を抑制できる領域と考えると，Li/Naモル比=1が閾値となる．2.通電処理中の膨張量について，電解質溶液にCa(OH)2を用いた場合，電流密度1.0A/m2，R2O量8.0kg/m3の場合のみ，通電処理期間4週間以上で無通電の場合よりも大きい膨張を示した．一方，Li3BO3溶液を用いた場合には，通電中の膨張は無通電の場合と同じであった．3.通電処理終了後の膨張量に関して，無通電コンクリート供試体に対して通電処理を行った供試体は膨張量が抑制された．"},"publication_date":"1999-08-01","publication_name":{"en":"Journal of the Society of Materials Science, Japan","ja":"材料"},"volume":"Vol.48","number":"No.8","starting_page":"901","ending_page":"906","referee":true,"identifiers":{"issn":["0514-5163"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:243, {"insert":{"user_id":"1000201354","type":"published_papers"},"similar_merge":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13885","label":"url"}],"paper_title":{"en":"デサリネーション適用後の鉄筋防食効果に関する研究","ja":"デサリネーション適用後の鉄筋防食効果に関する研究"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"デサリネーションはコンクリート中の塩化物イオン(Cl-)の除去を目的とする電気化学的手法であるが，コンクリート中に残存するCl-の処理後の挙動によっては，鉄筋腐食が再発する可能性が考えられることから，デサリネーションによる脱塩効果の的確な把握と，処理後の長期耐久性の評価が求められている． そこで本研究では，あらかじめCl-を混入した供試体に通電処理を行ったときの，脱塩効果を検討するとともに，処理後の鉄筋防食効果を電気化学的特性値により評価することを目的とした．なお，従来からの連続的な通電処理に加えて，断続的な通電処理を行うことによる脱塩効果の変化についても併せて検討を行った．本研究結果をまとめると次のようになる． (1) 鉄筋表面積に対して5.0 A/m2で8週間の通電処理を行ったところ，無通電供試体に対して約6割のCl-が抽出できた．特に鉄筋近傍で脱塩効果は大きかったが，コンクリート表面付近に未抽出塩分が残った． (2) 4週間通電後10週湿空静置を行った供試体は，Cl-の遊離は見られず，断続的通電処理の影響は見られなかった．これに対して，4週通電後20週促進中性化を行った供試体では，Cl-の移動·濃縮現象が見られ，断続的通電処理により，コンクリート表面付近および鉄筋近傍の脱塩効果が若干向上した． (3) 8週間の連続通電後に塩水浸漬を行ったところ，自然電位および分極抵抗の経時変化より，デサリネーションによる鉄筋防食効果が確認された．また，その効果は混入Cl-量が小さい方が大きかった． (4) 8週間の通電処理後に室内静置を行ったところ，自然電位および分極抵抗の経時変化より，処理後900日程度経過した段階で鉄筋防食効果が維持されていることが確認された．これより，通電処理後の適切な環境設定により，デサリネーションの効果を長期間持続させることが可能であることが明らかになった．","ja":"デサリネーションはコンクリート中の塩化物イオン(Cl-)の除去を目的とする電気化学的手法であるが，コンクリート中に残存するCl-の処理後の挙動によっては，鉄筋腐食が再発する可能性が考えられることから，デサリネーションによる脱塩効果の的確な把握と，処理後の長期耐久性の評価が求められている． そこで本研究では，あらかじめCl-を混入した供試体に通電処理を行ったときの，脱塩効果を検討するとともに，処理後の鉄筋防食効果を電気化学的特性値により評価することを目的とした．なお，従来からの連続的な通電処理に加えて，断続的な通電処理を行うことによる脱塩効果の変化についても併せて検討を行った．本研究結果をまとめると次のようになる． (1) 鉄筋表面積に対して5.0 A/m2で8週間の通電処理を行ったところ，無通電供試体に対して約6割のCl-が抽出できた．特に鉄筋近傍で脱塩効果は大きかったが，コンクリート表面付近に未抽出塩分が残った． (2) 4週間通電後10週湿空静置を行った供試体は，Cl-の遊離は見られず，断続的通電処理の影響は見られなかった．これに対して，4週通電後20週促進中性化を行った供試体では，Cl-の移動·濃縮現象が見られ，断続的通電処理により，コンクリート表面付近および鉄筋近傍の脱塩効果が若干向上した． (3) 8週間の連続通電後に塩水浸漬を行ったところ，自然電位および分極抵抗の経時変化より，デサリネーションによる鉄筋防食効果が確認された．また，その効果は混入Cl-量が小さい方が大きかった． (4) 8週間の通電処理後に室内静置を行ったところ，自然電位および分極抵抗の経時変化より，処理後900日程度経過した段階で鉄筋防食効果が維持されていることが確認された．これより，通電処理後の適切な環境設定により，デサリネーションの効果を長期間持続させることが可能であることが明らかになった．"},"publication_date":"1999-08-01","publication_name":{"en":"Journal of the Society of Materials Science, Japan","ja":"材料"},"volume":"Vol.48","number":"No.8","starting_page":"907","ending_page":"912","referee":true,"identifiers":{"issn":["0514-5163"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:244, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451182"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=18136","label":"url"}],"paper_title":{"en":"多量にフライアッシュを用いた高流動コンクリート用モルタルの硬化促進に関する一検討","ja":"多量にフライアッシュを用いた高流動コンクリート用モルタルの硬化促進に関する一検討"},"authors":{"en":[{"name":"河見 真"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"},{"name":"Hashimoto Chikanori"}],"ja":[{"name":"河見 真"},{"name":"水口 裕之"},{"name":"上田 隆雄"},{"name":"橋本 親典"}]},"description":{"en":"近年，高流動コンクリートの結合材あるいは粉体材料として石炭灰，特にフライアッシュを用いた研究が数多く進められている．フライアッシュをセメントの一部として置換する場合，その置換率の最大値は，セメント質量の30%となっている．これは，これ以上の量を用いるとコンクリートの初期強度の発現が遅くなるなど不適切な面が表われるためである．そこで，多量のフライアッシュをセメントと置換した高流動コンクリートを開発するために，その初期硬化特性を改善する方法として，高流動コンクリート用モルタルを対象とし，硬化促進剤や膨張材の硬化促進効果について調べた．","ja":"近年，高流動コンクリートの結合材あるいは粉体材料として石炭灰，特にフライアッシュを用いた研究が数多く進められている．フライアッシュをセメントの一部として置換する場合，その置換率の最大値は，セメント質量の30%となっている．これは，これ以上の量を用いるとコンクリートの初期強度の発現が遅くなるなど不適切な面が表われるためである．そこで，多量のフライアッシュをセメントと置換した高流動コンクリートを開発するために，その初期硬化特性を改善する方法として，高流動コンクリート用モルタルを対象とし，硬化促進剤や膨張材の硬化促進効果について調べた．"},"publication_date":"1999-06-21","publication_name":{"en":"コンクリート工学年次論文報告集","ja":"コンクリート工学年次論文報告集"},"volume":"Vol.21","number":"No.2","starting_page":"433","ending_page":"438","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:245, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451183"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13887","label":"url"}],"paper_title":{"en":"切欠きを有するPC鋼材の通電処理による水素脆化挙動","ja":"切欠きを有するPC鋼材の通電処理による水素脆化挙動"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"溝口 茂"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"溝口 茂"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"電気化学的脱塩手法のPC構造物への適用性を評価するために，腐食により断面欠損を生じたPC鋼材を想定して，切欠きを有するPC鋼材の通電処理による水素脆化挙動を検討した．実験としては，あらかじめ塩化物を混入したプレテンションPC供試体にデサリネーションを適用した後に，供試体よりPC鋼材をはつりだし，吸蔵水素量測定および低ひずみ速度引張試験を行った．本研究結果をまとめると次のようになる． ①鋼材表面積に対して5.0 A/m2の電流密度で通電処理を行った結果，2週間までの通電処理の場合には拡散性水素がほとんど検出されなかった．これより，連続通電処理期間を2週間とする断続的な通電処理により，水素脆化による遅れ破壊の危険性を回避できる可能性がある． ②腐食孔を模した切欠きを入れたPC鋼材を用いて，通電処理による影響を検討した結果，通電処理により吸蔵された拡散性水素に起因する水素脆化の影響よりも，切欠きに起因する割れの影響が大きく，応力腐食による遅れ破壊の危険性が確認された．","ja":"電気化学的脱塩手法のPC構造物への適用性を評価するために，腐食により断面欠損を生じたPC鋼材を想定して，切欠きを有するPC鋼材の通電処理による水素脆化挙動を検討した．実験としては，あらかじめ塩化物を混入したプレテンションPC供試体にデサリネーションを適用した後に，供試体よりPC鋼材をはつりだし，吸蔵水素量測定および低ひずみ速度引張試験を行った．本研究結果をまとめると次のようになる． ①鋼材表面積に対して5.0 A/m2の電流密度で通電処理を行った結果，2週間までの通電処理の場合には拡散性水素がほとんど検出されなかった．これより，連続通電処理期間を2週間とする断続的な通電処理により，水素脆化による遅れ破壊の危険性を回避できる可能性がある． ②腐食孔を模した切欠きを入れたPC鋼材を用いて，通電処理による影響を検討した結果，通電処理により吸蔵された拡散性水素に起因する水素脆化の影響よりも，切欠きに起因する割れの影響が大きく，応力腐食による遅れ破壊の危険性が確認された．"},"publication_date":"1999-06-01","publication_name":{"en":"コンクリート工学年次論文報告集","ja":"コンクリート工学年次論文報告集"},"volume":"Vol.21","number":"No.2","starting_page":"241","ending_page":"246","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:246, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451184"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13884","label":"url"}],"paper_title":{"en":"デサリネーションによるPC鋼材の水素吸蔵特性","ja":"デサリネーションによるPC鋼材の水素吸蔵特性"},"authors":{"en":[{"name":"芦田 公伸"},{"name":"Ueda Takao"},{"name":"溝口 茂"},{"name":"宮川 豊章"}],"ja":[{"name":"芦田 公伸"},{"name":"上田 隆雄"},{"name":"溝口 茂"},{"name":"宮川 豊章"}]},"description":{"en":"コンクリートの塩害劣化が問題視される中,電気化学的に脱塩を行う工法,すなわち,デサリネーションが有望な補修工法として注目されている．デサリネーションでは,コンクリート中の鋼材がカソードとして作用し,しかも,その電位が水素発生電位より卑となるため,鋼材表面での水素の発生が考えられる．そのため,PC鋼材の水素脆化への危倶から,PC構造物への適用が見送られてきた．本研究では,デサリネーションをPC構造物へ適用したときのPC鋼材への影響について,PC鋼材中に吸蔵される水素量と鋼材の破断面について検討を行った．","ja":"コンクリートの塩害劣化が問題視される中,電気化学的に脱塩を行う工法,すなわち,デサリネーションが有望な補修工法として注目されている．デサリネーションでは,コンクリート中の鋼材がカソードとして作用し,しかも,その電位が水素発生電位より卑となるため,鋼材表面での水素の発生が考えられる．そのため,PC鋼材の水素脆化への危倶から,PC構造物への適用が見送られてきた．本研究では,デサリネーションをPC構造物へ適用したときのPC鋼材への影響について,PC鋼材中に吸蔵される水素量と鋼材の破断面について検討を行った．"},"publication_date":"1999-05-01","publication_name":{"en":"土木学会論文集(第V部門)","ja":"土木学会論文集(第V部門)"},"volume":"Vol.620","number":"No.43","starting_page":"119","ending_page":"127","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:247, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451185"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=18127","label":"url"}],"paper_title":{"en":"管内を流動する高流動コンクリートの材料分離抵抗性モデル","ja":"管内を流動する高流動コンクリートの材料分離抵抗性モデル"},"authors":{"en":[{"name":"碇 貴士"},{"name":"Mizuguchi Hiroyuki"},{"name":"Hashimoto Chikanori"},{"name":"Ueda Takao"}],"ja":[{"name":"碇 貴士"},{"name":"水口 裕之"},{"name":"橋本 親典"},{"name":"上田 隆雄"}]},"description":{"en":"本研究では， 円管内で高流動コンクリートを水平に流動させる場合の材料分離抵抗性を定量的に評価できる比較的簡単な材料分離抵抗性モデルを提案し， 圧送による実験でそのモデルの妥当性の検証を行った． j実験的検討の結果，以下のことが明らかになった．1)管内の圧力は直管内ではほぼ一定の割合で降下し， 圧力降下の割合は水セメント比が低いほど， フライアッシュ混合率が低いほど高くなる傾向にある． 2)提案した材料分離抵抗性モデルを用いて求めた計算値である材料分離抵抗性係数の計算値と実験値との間には相関関係があり， 粗骨材分離抵抗性を表すモデルとして妥当性がある．","ja":"本研究では， 円管内で高流動コンクリートを水平に流動させる場合の材料分離抵抗性を定量的に評価できる比較的簡単な材料分離抵抗性モデルを提案し， 圧送による実験でそのモデルの妥当性の検証を行った． j実験的検討の結果，以下のことが明らかになった．1)管内の圧力は直管内ではほぼ一定の割合で降下し， 圧力降下の割合は水セメント比が低いほど， フライアッシュ混合率が低いほど高くなる傾向にある． 2)提案した材料分離抵抗性モデルを用いて求めた計算値である材料分離抵抗性係数の計算値と実験値との間には相関関係があり， 粗骨材分離抵抗性を表すモデルとして妥当性がある．"},"publication_date":"1998-12-01","publication_name":{"en":"Cement Science and Concrete Technology","ja":"セメント·コンクリート論文集"},"number":"No.52","starting_page":"552","ending_page":"557","referee":true,"identifiers":{"issn":["0916-3182"]},"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:248, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451186"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13877","label":"url"}],"paper_title":{"en":"Migration of Ions Contained in Concrete due to Applying Desalination","ja":"Migration of Ions Contained in Concrete due to Applying Desalination"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"上田 隆雄"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"Recently, some electrochemical approaches have been developed as repair methods for reinforced concrete structures deteriorated by carbonation of concrete, or chloride corrosion of steel bar reinforcement. Desalination is an electrochemical method aimed at removing chlorides from reinforced concrete structures. However, it is impossible to extract all of chlorides contained in concrete. For this reason, it is important to investigate the behavior of chlorides remained after treatment. Furthermore, if pore structure of concrete was affected by the dense electric current, permeability of concrete for corrosive substances might be changed. In this study, migration and redistribution of Cl- (total chlorides and soluble chlorides), Na+ and K+ was examined after applying desalination. Secondly, change of half cell potentials was measured. Furthermore, influence of passing current on Cl- and CO2 permeability of concrete were examined. The results showed that significant redistribution of Cl- (total chlorides and soluble chlorides) was not observed during 16 weeks after desalination. Moreover, no negative influence of the treatment on Cl- and CO2 permeability of concrete was observed.","ja":"近年，中性化や塩害に対する補修工法として，電気化学的手法が開発·検討されている．デサリネーションはコンクリートからの塩化物イオンの抽出を目的とした電気化学的補修工法であるが，コンクリート中のすべてのCl-を抽出することは不可能である．このため，処理後の残存Cl-の挙動を検討する必要がある．また，通電処理によりコンクリートの細孔構造が影響を受け，劣化因子の浸透性が変化することも考えられる．本研究では，通電処理後のCl-，Na+，K+の再分布状況を検討するとともに，自然電位の経時変化を測定した．また，通電処理後のCl-とCO2透過性についても検討を行った．この結果，処理後16週間の時点で，Cl-の再分布は見られず，Cl-とCO2透過性についても通電処理による悪影響は認められなかった．"},"publication_date":"1998-12-01","publication_name":{"en":"The Arabian Journal for Science and Engineering","ja":"The Arabian Journal for Science and Engineering"},"volume":"Vol.23","number":"No.2C","starting_page":"91","ending_page":"104","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:249, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451187"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13872","label":"url"}],"paper_title":{"en":"Proper Application of Rehabilitation Method for Concrete Structures Deteriorated by Chloride-induced Corrosion","ja":"Proper Application of Rehabilitation Method for Concrete Structures Deteriorated by Chloride-induced Corrosion"},"authors":{"en":[{"name":"Miyagawa Toyoaki"},{"name":"Masuda Yoshihiro"},{"name":"Takewaka Koji"},{"name":"Moriwake Atsuro"},{"name":"Ueda Takao"},{"name":"Member of JCI Rehabilitation Committee"}],"ja":[{"name":"宮川 豊章"},{"name":"桝田 佳寛"},{"name":"武若 耕司"},{"name":"守分 敦郎"},{"name":"上田 隆雄"},{"name":"JCI リハビリテーション研究委員会"}]},"description":{"en":"鉄筋腐食により劣化したコンクリート構造物のリハビリテーション手法として，表面被覆工法，断面修復工法，電気防食工法，デサリネーションなど多くの工法が検討されてきた．各工法は，それぞれ長所と短所を持ち合わせていることから，補修効果を得るためには工法の長所を生かせるような適用を考慮する必要がある．しかしながら，実情においては，各工法の特性や補修効果を無視してコストのみで工法決定がなされているケースが多く見られる．これは，補修効果の定量的評価や実構造物に適用した時の補修効果持続性の評価が困難であることに起因している．日本コンクリート工学協会のリハビリテーション研究委員会では電気防食やデサリネーションといった電気化学的手法も含めて各補修工法の補修効果の大きさやその持続性を同一基準で比較検討した．この結果，各リハビリテーション手法の定量的評価手法および劣化した実コンクリート構造物に対する適切な工法選定手法について提案することができた．","ja":"鉄筋腐食により劣化したコンクリート構造物のリハビリテーション手法として，表面被覆工法，断面修復工法，電気防食工法，デサリネーションなど多くの工法が検討されてきた．各工法は，それぞれ長所と短所を持ち合わせていることから，補修効果を得るためには工法の長所を生かせるような適用を考慮する必要がある．しかしながら，実情においては，各工法の特性や補修効果を無視してコストのみで工法決定がなされているケースが多く見られる．これは，補修効果の定量的評価や実構造物に適用した時の補修効果持続性の評価が困難であることに起因している．日本コンクリート工学協会のリハビリテーション研究委員会では電気防食やデサリネーションといった電気化学的手法も含めて各補修工法の補修効果の大きさやその持続性を同一基準で比較検討した．この結果，各リハビリテーション手法の定量的評価手法および劣化した実コンクリート構造物に対する適切な工法選定手法について提案することができた．"},"publication_date":"1998-09-01","publication_name":{"en":"Proceedings of the Second International RILEM/CISRO/ACRA Conference on Rehabilitation of Structures","ja":"Proceedings of the Second International RILEM/CISRO/ACRA Conference on Rehabilitation of Structures"},"starting_page":"20","ending_page":"24","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:250, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451188"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13879","label":"url"}],"paper_title":{"en":"デサリネーションがコンクリートのアルカリ骨材反応に与える影響","ja":"デサリネーションがコンクリートのアルカリ骨材反応に与える影響"},"authors":{"en":[{"name":"小川 智広"},{"name":"Ueda Takao"},{"name":"宮川 豊章"},{"name":"芦田 公伸"}],"ja":[{"name":"小川 智広"},{"name":"上田 隆雄"},{"name":"宮川 豊章"},{"name":"芦田 公伸"}]},"description":{"en":"デサリネーションを適用する構造物が反応性骨材を含む場合にはアルカリ骨材反応が促進されることが懸念される．そこで本研究では，反応性骨材を含む供試体に通電処理を施したときのコンクリートの膨張特性を検討することとした．その結果，コンクリート中にアルカリが一定以上存在する場合には，通電処理によりアルカリ骨材反応が促進されることが明らかとなった．また，電解液から浸透するリチウムイオンにはそれを抑制する効果が認められた．さらに，通電期間を長くした場合には膨張率が小さくなる傾向が見られた．","ja":"デサリネーションを適用する構造物が反応性骨材を含む場合にはアルカリ骨材反応が促進されることが懸念される．そこで本研究では，反応性骨材を含む供試体に通電処理を施したときのコンクリートの膨張特性を検討することとした．その結果，コンクリート中にアルカリが一定以上存在する場合には，通電処理によりアルカリ骨材反応が促進されることが明らかとなった．また，電解液から浸透するリチウムイオンにはそれを抑制する効果が認められた．さらに，通電期間を長くした場合には膨張率が小さくなる傾向が見られた．"},"publication_date":"1998-07-01","publication_name":{"en":"コンクリート工学年次論文報告集","ja":"コンクリート工学年次論文報告集"},"volume":"Vol.20","number":"No.1","starting_page":"389","ending_page":"394","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:251, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451189"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13878","label":"url"}],"paper_title":{"en":"デサリネーションがPCはり部材の力学的挙動に与える影響","ja":"デサリネーションがPCはり部材の力学的挙動に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"溝口 茂"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"溝口 茂"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"電気化学的脱塩手法であるデサリネーションは，従来，塩害により劣化したRC構造物の補修工法として検討が進められてきた．PC構造物への適用を考える際に問題となるのが，カソード反応で生成する水素によるPC鋼材の水素脆化である．本研究では，あらかじめ塩化物を混入したプレテンションPCはり部材にデサリネーションを適用した後に，静的曲げ載荷試験を行うとともに，供試体よりPC鋼材をはつりだし，吸蔵水素量測定を行うことにより，通電処理による水素脆化の影響を検討した．この結果，通電処理によるPCはり部材の力学的挙動の変化は小さく，PC構造物へのデサリネーション適用可能性が示された．","ja":"電気化学的脱塩手法であるデサリネーションは，従来，塩害により劣化したRC構造物の補修工法として検討が進められてきた．PC構造物への適用を考える際に問題となるのが，カソード反応で生成する水素によるPC鋼材の水素脆化である．本研究では，あらかじめ塩化物を混入したプレテンションPCはり部材にデサリネーションを適用した後に，静的曲げ載荷試験を行うとともに，供試体よりPC鋼材をはつりだし，吸蔵水素量測定を行うことにより，通電処理による水素脆化の影響を検討した．この結果，通電処理によるPCはり部材の力学的挙動の変化は小さく，PC構造物へのデサリネーション適用可能性が示された．"},"publication_date":"1998-07-01","publication_name":{"en":"コンクリート工学年次論文報告集","ja":"コンクリート工学年次論文報告集"},"volume":"Vol.20","number":"No.1","starting_page":"395","ending_page":"400","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:252, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451190"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13857","label":"url"}],"paper_title":{"en":"Influence of Desalination on Hydrogen Content of Prestressing Steel Bars","ja":"Influence of Desalination on Hydrogen Content of Prestressing Steel Bars"},"authors":{"en":[{"name":"Tanaka Norio"},{"name":"Mizoguchi Shigeru"},{"name":"Ueda Takao"},{"name":"Miyagawa Toyoaki"},{"name":"Ashida Masanobu"}],"ja":[{"name":"田中 典男"},{"name":"溝口 茂"},{"name":"上田 隆雄"},{"name":"宮川 豊章"},{"name":"芦田 公伸"}]},"description":{"en":"本研究では，デサリネーションを適用したPC鋼材を対象として，昇温式の吸蔵水素量測定，および破面解析を行った．この結果，以下の知見が得られた．1.PC鋼材の水素放出曲線は，470 K付近と570K付近の2箇所に放出ピ-クが見られ，470Kをピークとする水素が拡散性水素と考えられる．2.拡散性水素量はデサリネーションの適用により増加し，通電処理停止後は減少した．これにより，通電処理後7日間経過した段階で拡散性水素は消失した．3.介在物周辺の破面モードは，通電処理に伴ってディンプル状から擬へき開破面に変化し，拡散性水素の放出に伴って，またディンプル状に回復した．4. 水素脆化程度は拡散性水素量に依存する傾向を示した．","ja":"本研究では，デサリネーションを適用したPC鋼材を対象として，昇温式の吸蔵水素量測定，および破面解析を行った．この結果，以下の知見が得られた．1.PC鋼材の水素放出曲線は，470 K付近と570K付近の2箇所に放出ピ-クが見られ，470Kをピークとする水素が拡散性水素と考えられる．2.拡散性水素量はデサリネーションの適用により増加し，通電処理停止後は減少した．これにより，通電処理後7日間経過した段階で拡散性水素は消失した．3.介在物周辺の破面モードは，通電処理に伴ってディンプル状から擬へき開破面に変化し，拡散性水素の放出に伴って，またディンプル状に回復した．4. 水素脆化程度は拡散性水素量に依存する傾向を示した．"},"publication_date":"1998-06-01","publication_name":{"en":"Proceedings of the Second International Conference on Concrete under Severe Conditions","ja":"Proceedings of the Second International Conference on Concrete under Severe Conditions"},"volume":"Vol.2","starting_page":"1279","ending_page":"1287","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:253, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451191"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13854","label":"url"}],"paper_title":{"en":"Influence of Desalination on Tension Behavior of Prestressing Steel Bars","ja":"Influence of Desalination on Tension Behavior of Prestressing Steel Bars"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Mizuguchi Hiroyuki"},{"name":"Miyagawa Toyoaki"},{"name":"Mizoguchi Shigeru"},{"name":"Tanaka Norio"},{"name":"Ashida Masanobu"}],"ja":[{"name":"上田 隆雄"},{"name":"水口 裕之"},{"name":"宮川 豊章"},{"name":"溝口 茂"},{"name":"田中 典男"},{"name":"芦田 公伸"}]},"description":{"en":"Desalination is the electrochemical repair method aiming to remove chlorides from reinforced concrete structures. Until now, it has been applied only to reinforced concrete structures and not to prestressed concrete structures yet. In this study, desalination was conducted to chloride contaminated concrete specimens with pretensioned prestressing steel bars. As a result of the slow strain rate tensile test of prestressing bars after applying desalination, significant influence of treatment on the elastic behavior and plastic behavior until tensile strength point was not shown but the influence of hydrogen embrittlement due to treatment appeared on the fracture strength and the contraction rate of fractured steel section. Furthermore, as a result of keeping treated specimens for 1 month, the change of the fracture behavior due to hydrogen embrittlement disappeared.","ja":"デサリネーションはコンクリート構造物からの塩化物イオンの抽出を目的とした電気化学的補修工法である．これまで，デサリネーションはRC構造物を対象に適用が進められてきており，PC構造物への適用は見送られてきた．本研究では，プレテンションPC鋼材を用いた塩分含有コンクリートにデサリネーションを適用した．通電処理後にPC鋼材の低ひずみ速度引張試験を行った結果，弾性領域には通電処理の影響は見られなかったが，破断強度，鋼材断面の絞りに水素脆化の影響が見られた．さらに，通電処理後1ヶ月間経過した場合には，拡散性水素の逸散により水素脆化の影響が消失した．"},"publication_date":"1998-06-01","publication_name":{"en":"Proceedings of the Second International Conference on Concrete under Severe Conditions","ja":"Proceedings of the Second International Conference on Concrete under Severe Conditions"},"volume":"Vol.2","starting_page":"1311","ending_page":"1320","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:254, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451192"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13850","label":"url"}],"paper_title":{"en":"Performance Evaluation of FRP Reinforced Concrete Slabs Under Soft Impact Load","ja":"Performance Evaluation of FRP Reinforced Concrete Slabs Under Soft Impact Load"},"authors":{"en":[{"name":"Miyamoto Ayaho"},{"name":"Kosa Kenji"},{"name":"Hirai Takashi"},{"name":"Ueda Takao"}],"ja":[{"name":"宮本 文穂"},{"name":"幸左 賢二"},{"name":"平井 卓"},{"name":"上田 隆雄"}]},"description":{"en":"衝撃荷重が加えられた場合のFRPで補強されたコンクリート床版の挙動を非線形FEM解析により検討した．さらに，解析結果の妥当性を検証するために供試体による実験も実施した．FRPロッドは2種類の炭素繊維補強ロッドを用い，床版のコンクリートは普通強度と高強度の2種類を検討した．この結果，終局状態の応答と衝撃破壊モードを解析により予測可能であることがわかった．さらに，さまざまなケースについて解析的に検討を加えた結果，衝撃荷重に対して最適なコンクリートと補強材料の組合わせを提案することができた．","ja":"衝撃荷重が加えられた場合のFRPで補強されたコンクリート床版の挙動を非線形FEM解析により検討した．さらに，解析結果の妥当性を検証するために供試体による実験も実施した．FRPロッドは2種類の炭素繊維補強ロッドを用い，床版のコンクリートは普通強度と高強度の2種類を検討した．この結果，終局状態の応答と衝撃破壊モードを解析により予測可能であることがわかった．さらに，さまざまなケースについて解析的に検討を加えた結果，衝撃荷重に対して最適なコンクリートと補強材料の組合わせを提案することができた．"},"publication_date":"1998-06-01","publication_name":{"en":"Proceedings of the Second International Conference on Concrete under Severe Conditions","ja":"Proceedings of the Second International Conference on Concrete under Severe Conditions"},"volume":"Vol.2","starting_page":"805","ending_page":"816","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:255, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451193"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13846","label":"url"}],"paper_title":{"en":"Influence of Desalination on Behavior of Prestressing Steel","ja":"Influence of Desalination on Behavior of Prestressing Steel"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Hattori Atsushi"},{"name":"Miyagawa Toyoaki"},{"name":"Fujii Manabu"},{"name":"Mizoguchi Shigeru"},{"name":"Ashida Masanobu"}],"ja":[{"name":"上田 隆雄"},{"name":"服部 篤史"},{"name":"宮川 豊章"},{"name":"藤井 学"},{"name":"溝口 茂"},{"name":"芦田 公伸"}]},"description":{"en":"Desalination is the electrochemical method aiming to remove chlorides from reinforced concrete structures. Until now, it has been applied only to reinforced concrete structures and not to prestressed concrete structures. In this study, desalination was applied to chloride contaminated concrete specimens with pretensioned prestressing steel bars. As a result of the slow strain rate tensile test of prestressing bars after applying desalination, significant influence of treatment on the elastic behavior and plastic behavior until the tensile strength point was not shown but the influence of hydrogen embrittlement due to treatment was impacted on the fracture strength and the contraction rate of fractured sections. As a result of absorbed hydrogen measurement of prestressing steel bars from treated specimens, the release peak of diffusible hydrogen was found. Furthermore, as a result of keeping treated specimens for 1 month, the first peak of diffusible hydrogen (around 470 K) and the change of the fracture behavior due to hydrogen embrittlement disappeared.","ja":"PC構造物に電気化学的補修工法を適用した場合には，PC鋼材の水素脆化が懸念されるため，これまで，デサリネーションはRC構造物を対象に適用が進められてきた．本研究では，PC構造物へのデサリネーションの適用可能性を検討することとした．通電処理後の低ひずみ速度引張試験を行った結果，PC鋼材の破断挙動に水素脆化の影響が見られた．さらに，通電処理後の吸蔵水素量測定を行った結果，拡散性水素が検出されたが，1ヶ月間の気中静置により，拡散性水素は消失し，PC鋼材の遅れ破壊感受性も低下する傾向を示した．"},"publication_date":"1998-06-01","publication_name":{"en":"Proceedings of Fourth CANMET/ACI/JCI International Conference","ja":"Proceedings of Fourth CANMET/ACI/JCI International Conference"},"starting_page":"283","ending_page":"300","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:256, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451194"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13818","label":"url"}],"paper_title":{"en":"Influence of Desalination on Bond Behavior between Concrete and Reinforcing Steel","ja":"Influence of Desalination on Bond Behavior between Concrete and Reinforcing Steel"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"Hattori Atsushi"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"上田 隆雄"},{"name":"服部 篤史"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"Recently, some electrochemical approaches have been developed as repair methods for reinforced concrete structures deteriorated by carbonation of concrete, or chloride corrosion of steel bar reinforcement. Desalination is an electrochemical method aimed at removing chlorides from reinforced concrete structures. However, few reports have been published concerning its availability. This paper mainly describes the influence that the premixed chlorides amount and the passing of electric current have on the bond behavior between concrete and steel bar reinforcement.","ja":"デサリネーションはコンクリート中のCl-除去を目的とする電気化学的手法であり，その効果が期待されてはいるものの，いくつかの問題点についての十分な検討はなされていないのが現状である．本研究は，デサリネーションの問題点の一つである鉄筋とコンクリートとの付着挙動への影響について，練混ぜ時の混入塩化物量および通電量を主要因として検討を加えたものである．本研究の結果以下のような知見が得られた． (1) 通電処理を行うことにより，供試体中のCl-を抽出することができた．通過電荷量が大きくなるほど，初期の脱塩率は大きくなったが，50%を越えることはなかった．通電初期においてCl-の輸率は混入塩化物量が大きいほど大きくなったが，通過電荷量が大きくなるほど減少した． (2) Na+やK+のアルカリ金属イオンは鉄筋近傍に集積する傾向を示した．混入塩化物量が大きいほど，また，通過電荷量が大きいほど鉄筋近傍に集積するアルカリ量は大きくなったが，一定値に達するとアルカリ量の増加は停止した． (3) Cl-量が8.0kg/m3の片引試験用供試体に8週通電後16週放置した時，Cl-の再分布は見られなかったが，鉄筋近傍のアルカリ量は通電停止直後の 74%まで減少した． (4) 通電処理終了直後の供試体中の鉄筋の自然電位は電気防食領域内の値を示したが，放置期間の経過とともに鉄筋の自然電位は貴な方向に移行し，5週間の放置で不確定領域内の値を示した． (5) Cl-量が8.0kg/m3の片引試験用供試体の鉄筋近傍のセメントペースト部分の微小硬度分布を測定した結果，通電処理を行った供試体は鉄筋近傍に軟弱な層を形成していた．また，この層の厚さは積算電流密度が大きいほど大きくなっていた． (6) 片引試験において，通電処理を行った供試体は無通電供試体に比べて最大付着応力が減少した．この減少の程度は混入塩化物量が大きいほど，また，積算電流密度が大きいほど大きくなった． (7) Cl-量が8.0kg/m3の供試体を用いたはり試験において，重ね継手を持たない供試体は8週間の通電処理により，耐荷力にほとんど変化がなく，破壊時の変形が増大した．重ね継手を施した供試体は8週間の通電処理により耐荷力が低下した．"},"publication_date":"1997-12-01","publication_name":{"en":"Concrete Library International","ja":"Concrete Library International"},"number":"No.30","starting_page":"81","ending_page":"94","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:257, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451195"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13770","label":"url"}],"paper_title":{"en":"デサリネーションによるPC鋼材の水素脆化に関する研究","ja":"デサリネーションによるPC鋼材の水素脆化に関する研究"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"溝口 茂"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"溝口 茂"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"あらかじめ塩化物を混入したプレテンションPC供試体にデサリネーションを適用した後に，供試体よりPC鋼材をはつりだし，低ひずみ速度引張試験および吸蔵水素量測定を行うことにより，通電処理がPC鋼材の水素脆化に与える影響を検討した．この結果，通電処理によるPC鋼材の弾性挙動および引張強度の変化は小さかったが，破断時の挙動および絞りに影響が現れた．ただし，通電処理終了後の時間経過に伴い，拡散性水素は消失し，水素脆化による挙動の変化が緩和される傾向を示した．","ja":"あらかじめ塩化物を混入したプレテンションPC供試体にデサリネーションを適用した後に，供試体よりPC鋼材をはつりだし，低ひずみ速度引張試験および吸蔵水素量測定を行うことにより，通電処理がPC鋼材の水素脆化に与える影響を検討した．この結果，通電処理によるPC鋼材の弾性挙動および引張強度の変化は小さかったが，破断時の挙動および絞りに影響が現れた．ただし，通電処理終了後の時間経過に伴い，拡散性水素は消失し，水素脆化による挙動の変化が緩和される傾向を示した．"},"publication_date":"1997-06-01","publication_name":{"en":"コンクリート工学年次論文報告集","ja":"コンクリート工学年次論文報告集"},"volume":"Vol.19","number":"No.1","starting_page":"1177","ending_page":"1182","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:258, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451196"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13832","label":"url"}],"paper_title":{"en":"デサリネーション適用後の鉄筋コンクリートの耐久性について","ja":"デサリネーション適用後の鉄筋コンクリートの耐久性について"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"小川 智広"},{"name":"服部 篤史"},{"name":"芦田 公伸"},{"name":"宮川 豊章"},{"name":"藤井 学"}],"ja":[{"name":"上田 隆雄"},{"name":"小川 智広"},{"name":"服部 篤史"},{"name":"芦田 公伸"},{"name":"宮川 豊章"},{"name":"藤井 学"}]},"description":{"en":"本研究では，あらかじめCl-を混入した供試体に通電処理を行った後の，コンクリート中のCl-の挙動を検討することとした．さらに，通電処理がコンクリートの細孔構造に与える影響を細孔径分布の測定により検討するとともに，種々の環境下で経時的に可溶性塩分量と全塩分量，中性化深さの測定を行うことにより，処理後の耐久性状を評価することとした．本研究結果をまとめると次のようになる． 1)8週間の通電処理後，飽水シールした後に16週間静置した結果，Cl-(全塩分，可溶性塩分)の再分布は認められなかった． 2)Cl-量が8.0kg/m3の場合に，4週間以上の通電処理により鉄筋近傍の細孔径分布に若干の変化が認められた．ただしコンクリート表面における変化は確認されなかった． 3)8週間の通電処理後に16週間の塩水浸漬と促進中性化を行った結果，Cl-浸透性に通電処理の顕著な影響は認められず，中性化深さは通電処理を行った場合の方が小さくなった．","ja":"本研究では，あらかじめCl-を混入した供試体に通電処理を行った後の，コンクリート中のCl-の挙動を検討することとした．さらに，通電処理がコンクリートの細孔構造に与える影響を細孔径分布の測定により検討するとともに，種々の環境下で経時的に可溶性塩分量と全塩分量，中性化深さの測定を行うことにより，処理後の耐久性状を評価することとした．本研究結果をまとめると次のようになる． 1)8週間の通電処理後，飽水シールした後に16週間静置した結果，Cl-(全塩分，可溶性塩分)の再分布は認められなかった． 2)Cl-量が8.0kg/m3の場合に，4週間以上の通電処理により鉄筋近傍の細孔径分布に若干の変化が認められた．ただしコンクリート表面における変化は確認されなかった． 3)8週間の通電処理後に16週間の塩水浸漬と促進中性化を行った結果，Cl-浸透性に通電処理の顕著な影響は認められず，中性化深さは通電処理を行った場合の方が小さくなった．"},"publication_date":"1996-10-01","publication_name":{"en":"セメント·コンクリート研究討論会論文報告集(論文)","ja":"セメント·コンクリート研究討論会論文報告集(論文)"},"starting_page":"54","ending_page":"59","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:259, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451197"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13822","label":"url"}],"paper_title":{"en":"デサリネーション適用後のRCの耐久性に関する検討","ja":"デサリネーション適用後のRCの耐久性に関する検討"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"小川 智広"},{"name":"宮川 豊章"},{"name":"芦田 公伸"}],"ja":[{"name":"上田 隆雄"},{"name":"小川 智広"},{"name":"宮川 豊章"},{"name":"芦田 公伸"}]},"description":{"en":"本研究では，あらかじめCl-を混入した供試体に通電処理を行った後のコンクリート中におけるCl-の挙動を検討した．さらに，通電処理がコンクリートの細孔構造に与える影響を細孔径分布測定により検討するとともに，種々の環境下で経時的に塩分濃度と中性化深さの測定を行うことにより，耐久性状を評価した．この結果，Cl-の再分布は認められず．通電処理による塩分浸透速度や中性化速度への悪影響は見られなかった．","ja":"本研究では，あらかじめCl-を混入した供試体に通電処理を行った後のコンクリート中におけるCl-の挙動を検討した．さらに，通電処理がコンクリートの細孔構造に与える影響を細孔径分布測定により検討するとともに，種々の環境下で経時的に塩分濃度と中性化深さの測定を行うことにより，耐久性状を評価した．この結果，Cl-の再分布は認められず．通電処理による塩分浸透速度や中性化速度への悪影響は見られなかった．"},"publication_date":"1996-10-01","publication_name":{"en":"コンクリート構造物の補修工法に関するシンポジウム論文報告集","ja":"コンクリート構造物の補修工法に関するシンポジウム論文報告集"},"starting_page":"43","ending_page":"50","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:260, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451198"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13826","label":"url"}],"paper_title":{"en":"Influence of Desalination on the Behavior of Reinforced Concrete Beams","ja":"Influence of Desalination on the Behavior of Reinforced Concrete Beams"},"authors":{"en":[{"name":"Miyagawa Toyoaki"},{"name":"Ueda Takao"},{"name":"Ashida Masanobu"}],"ja":[{"name":"宮川 豊章"},{"name":"上田 隆雄"},{"name":"芦田 公伸"}]},"description":{"en":"This paper mainly describes the influences of passing current on behavior of RC beam. In this research, after applying desalination to reinforced concrete beams contaminated with chlorides, flexural test was examined. The results obtained in this project can be summarized as follows: 1. According to the result of flexural test of beams containing 8.0 kg/m3 of Cl-, the change of the ultimate load was little and the capacity of deflection was increased by 8 weeks' treatment. 2. In case of flexural failure type beams, maximum crack width of specimens applied 4 weeks' treatment is less than that of non-treated ones. However, in some case of specimens treated for 8 weeks, maximum crack width was greater than the permissible crack width. Moreover, by applying desalination, number of crack was decreased and crack distribution was deteriorated.","ja":"本研究は，鉄筋コンクリートはり部材に，電気化学的脱塩手法であるデサリネーションを適用した時の，力学的挙動の変化について検討を加えたものである．あらかじめ，8.0 kg/m3のCl-を含有するコンクリートで作製したRCはり部材に対して通電処理を行い，処理後に静的曲げ載荷試験を実施した．この結果，得られた知見は以下の通りである．1.終局曲げ荷重の通電処理による変化は小さかったが，はりの変形性能は8週間の通電処理に伴い増大した．2.曲げ破壊型のはりの場合には，4週間の通電処理では無通電の場合よりも最大ひび割れ幅が小さくなったが，8週間の通電処理を行った場合には，最大ひび割れ幅が許容ひび割れ幅を超えるケースが見られた．また，通電処理によりひび割れ本数が減少し，ひび割れ分散性は低下した．"},"publication_date":"1996-07-26","publication_name":{"en":"Construction Repair","ja":"Construction Repair"},"number":"No.7/8","starting_page":"20","ending_page":"24","referee":true,"published_paper_type":"scientific_journal"},"priority":"input_data"}
line:261, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451199"},"force":{"see_also":[{"@id":"https://cir.nii.ac.jp/crid/1570854178098759936/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=331584","label":"url"}],"paper_title":{"en":"通気緩衝工法でのウレタン系塗膜防水層の施工が電気化学的補修後の鉄筋の腐食速度に及ぼす影響","ja":"通気緩衝工法でのウレタン系塗膜防水層の施工が電気化学的補修後の鉄筋の腐食速度に及ぼす影響"},"authors":{"en":[{"name":"阿部 悠香"},{"name":"Tsukagoshi Masayuki"},{"name":"Ueda Takao"}],"ja":[{"name":"阿部 悠香"},{"name":"塚越 雅幸"},{"name":"上田 隆雄"}]},"publication_date":"2017-02-27","publication_name":{"en":"2016年度(第87回)関東支部優秀研究報告集","ja":"2016年度(第87回)関東支部優秀研究報告集"},"starting_page":"249","ending_page":"252","languages":["jpn"],"published_paper_type":"research_institution"},"priority":"input_data"}
line:262, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30496229"},"force":{"see_also":[{"@id":"https://cir.nii.ac.jp/crid/1571135653075467776/","label":"url"},{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=331580","label":"url"}],"paper_title":{"en":"アクティブサーモグラフィ法によるポリマーセメント系塗膜防水層の初期不具合の検出方法の検討","ja":"アクティブサーモグラフィ法によるポリマーセメント系塗膜防水層の初期不具合の検出方法の検討"},"authors":{"en":[{"name":"豊田 啓生"},{"name":"Tsukagoshi Masayuki"},{"name":"Ishikawa Masashi"},{"name":"Ueda Takao"}],"ja":[{"name":"豊田 啓生"},{"name":"塚越 雅幸"},{"name":"石川 真志"},{"name":"上田 隆雄"}]},"publication_date":"2017-02-27","publication_name":{"en":"2016年度(第87回)関東支部優秀研究報告集","ja":"2016年度(第87回)関東支部優秀研究報告集"},"starting_page":"109","ending_page":"112","languages":["jpn"],"published_paper_type":"research_institution"},"priority":"input_data"}
line:263, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451201"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=244501","label":"url"}],"paper_title":{"en":"通電によるリチウムの浸透とASR膨張抑制に関する検討","ja":"通電によるリチウムの浸透とASR膨張抑制に関する検討"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"七澤 章"},{"name":"馬場 勇太"}],"ja":[{"name":"上田 隆雄"},{"name":"七澤 章"},{"name":"馬場 勇太"}]},"publication_date":"2011-11-07","publication_name":{"en":"セメント·コンクリート研究討論会論文報告集(論文)","ja":"セメント·コンクリート研究討論会論文報告集(論文)"},"volume":"Vol.38","starting_page":"65","ending_page":"68","published_paper_type":"research_institution"},"priority":"input_data"}
line:264, {"insert":{"user_id":"1000201354","type":"published_papers","id":"30451202"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=244515","label":"url"}],"paper_title":{"en":"構造物表面付近の塩化物イオン濃度測定における近赤外分光法の適用性の検討","ja":"構造物表面付近の塩化物イオン濃度測定における近赤外分光法の適用性の検討"},"authors":{"en":[{"name":"Kohri Masato"},{"name":"山本 晃臣"},{"name":"飯島 亨"},{"name":"Ueda Takao"}],"ja":[{"name":"郡 政人"},{"name":"山本 晃臣"},{"name":"飯島 亨"},{"name":"上田 隆雄"}]},"publication_date":"2011-10-07","publication_name":{"en":"第20回プレストレストコンクリートの発展に関するシンポジウム論文集","ja":"第20回プレストレストコンクリートの発展に関するシンポジウム論文集"},"volume":"Vol.20","starting_page":"291","ending_page":"294","published_paper_type":"research_institution"},"priority":"input_data"}
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line:39, {"insert":{"user_id":"1000201354","type":"misc","id":"30447308"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=25935","label":"url"}],"paper_title":{"en":"再アルカリ化工法設計施工マニュアル","ja":"再アルカリ化工法設計施工マニュアル"},"authors":{"en":[{"name":"原 与司人"},{"name":"Ueda Takao"}],"ja":[{"name":"原 与司人"},{"name":"上田 隆雄"}]},"description":{"en":"本マニュアルは，再アルカリ化工法を設計·施工する上で必要となる事項を体系的にまとめたものである．内容は以下の通りである．第1章 再アルカリ化工法の概要，第2章 再アルカリ化工法の適用範囲，第3章 再アルカリ化工法の施工設計，第4章 再アルカリ化工法の施工，第5章 補修後の維持管理，第6章 施工例","ja":"本マニュアルは，再アルカリ化工法を設計·施工する上で必要となる事項を体系的にまとめたものである．内容は以下の通りである．第1章 再アルカリ化工法の概要，第2章 再アルカリ化工法の適用範囲，第3章 再アルカリ化工法の施工設計，第4章 再アルカリ化工法の施工，第5章 補修後の維持管理，第6章 施工例"},"publication_date":"2001-11-20","publication_name":{"en":"コンクリートライブラリー107 電気化学的防食工法設計施工指針(案)","ja":"コンクリートライブラリー107 電気化学的防食工法設計施工指針(案)"},"starting_page":"149","ending_page":"176","misc_type":"introduction_scientific_journal"},"priority":"input_data"}
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line:50, {"insert":{"user_id":"1000201354","type":"misc","id":"30447319"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20649","label":"url"}],"paper_title":{"en":"震災記録とその利用","ja":"震災記録とその利用"},"authors":{"en":[{"name":"小野 紘一"},{"name":"Ueda Takao"}],"ja":[{"name":"小野 紘一"},{"name":"上田 隆雄"}]},"description":{"en":"阪神淡路大震災は，特に阪神地区の土木構造物に甚大な被害を与えた．本稿では，特にコンクリートの高速道路橋に着目し，特に被害の大きかった地域を中心として，被害状況を調査したものである．また，調査結果をもとに，構造物の損傷メカニズムを推定し，今後の地震による被害を軽減させるための提言を行っている．","ja":"阪神淡路大震災は，特に阪神地区の土木構造物に甚大な被害を与えた．本稿では，特にコンクリートの高速道路橋に着目し，特に被害の大きかった地域を中心として，被害状況を調査したものである．また，調査結果をもとに，構造物の損傷メカニズムを推定し，今後の地震による被害を軽減させるための提言を行っている．"},"publication_date":"1999-05-01","publication_name":{"en":"土木コンクリート構造物の震災対策に関する研究委員会最終報告書","ja":"土木コンクリート構造物の震災対策に関する研究委員会最終報告書"},"starting_page":"2","ending_page":"26","misc_type":"introduction_scientific_journal"},"priority":"input_data"}
line:51, {"insert":{"user_id":"1000201354","type":"misc","id":"30447320"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20650","label":"url"}],"paper_title":{"en":"過酷環境下において劣化損傷を受けたコンクリート構造物の補修工法評価","ja":"過酷環境下において劣化損傷を受けたコンクリート構造物の補修工法評価"},"authors":{"en":[{"name":"桝田 佳寛"},{"name":"守分 敦郎"},{"name":"Ueda Takao"}],"ja":[{"name":"桝田 佳寛"},{"name":"守分 敦郎"},{"name":"上田 隆雄"}]},"description":{"en":"本稿では，劣化したコンクリート構造物に対するさまざまな補修工法を共通の評価基準によって評価することを試みた．この時，最適な補修工法の評価は個々の構造物の条件によって異なるが，少なくとも「失敗しない補修工法」の選択であれば，共通の評価基準を基に工法評価が可能と考えられる．このために，各補修工法の利点を生かせる適用範囲を整理するとともに，それぞれの補修工法が構造物の劣化過程のどの段階で適用するのが効果的か，あるいはどの劣化過程では補修効果が期待できないか整理した．すなわち，構造物の劣化の進行程度から「失敗しない補修工法」を選定するシステムを考えた．","ja":"本稿では，劣化したコンクリート構造物に対するさまざまな補修工法を共通の評価基準によって評価することを試みた．この時，最適な補修工法の評価は個々の構造物の条件によって異なるが，少なくとも「失敗しない補修工法」の選択であれば，共通の評価基準を基に工法評価が可能と考えられる．このために，各補修工法の利点を生かせる適用範囲を整理するとともに，それぞれの補修工法が構造物の劣化過程のどの段階で適用するのが効果的か，あるいはどの劣化過程では補修効果が期待できないか整理した．すなわち，構造物の劣化の進行程度から「失敗しない補修工法」を選定するシステムを考えた．"},"publication_date":"1998-10-01","publication_name":{"en":"コンクリート構造物のリハビリテーション研究委員会報告書","ja":"コンクリート構造物のリハビリテーション研究委員会報告書"},"starting_page":"165","ending_page":"259","misc_type":"introduction_scientific_journal"},"priority":"input_data"}
line:52, {"insert":{"user_id":"1000201354","type":"misc","id":"30447321"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20648","label":"url"}],"paper_title":{"en":"被害の実態","ja":"被害の実態"},"authors":{"en":[{"name":"小野 紘一"},{"name":"Ueda Takao"}],"ja":[{"name":"小野 紘一"},{"name":"上田 隆雄"}]},"description":{"en":"本稿は，阪神淡路大震災で被災したコンクリート構造物の内，特に道路橋に関して，被害状況のデータベースを作成し，被害状況の実態を分析したものである．本報告書には，調査結果であるデータベースを収めたCD-ROMも添付されている．","ja":"本稿は，阪神淡路大震災で被災したコンクリート構造物の内，特に道路橋に関して，被害状況のデータベースを作成し，被害状況の実態を分析したものである．本報告書には，調査結果であるデータベースを収めたCD-ROMも添付されている．"},"publication_date":"1998-06-01","publication_name":{"en":"大震災に学ぶ-土木学会関西支部 阪神·淡路大震災調査研究委員会報告書","ja":"大震災に学ぶ-土木学会関西支部 阪神·淡路大震災調査研究委員会報告書"},"volume":"Vol.2","starting_page":"3","ending_page":"40","misc_type":"introduction_scientific_journal"},"priority":"input_data"}
line:53, {"insert":{"user_id":"1000201354","type":"misc","id":"30447322"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=14426","label":"url"}],"paper_title":{"en":"第1章 鉄筋腐食·防食研究の現状と今後の課題，1.4 コンクリート中の鉄筋の防食および補修","ja":"第1章 鉄筋腐食·防食研究の現状と今後の課題，1.4 コンクリート中の鉄筋の防食および補修"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"堀 耕次"},{"name":"松本 典人"}],"ja":[{"name":"上田 隆雄"},{"name":"堀 耕次"},{"name":"松本 典人"}]},"description":{"en":"近年，RCおよびPC構造物の早期劣化が問題視されているが，中でも塩害や中性化によるコンクリート中の鉄筋腐食は，構造物の性能にも影響しうる非常に深刻な問題といえる．コンクリート構造物の耐久性を考えるとき，劣化を未然に防ぐ防食や，既に劣化が顕在化している場合の補修の概念は避けては通れないものであり，実際に最近の研究成果を見てもこれらの分野の注目度が著しく上がっていることがわかる． 本項で紹介するのは，コンクリート構造物の防食および補修に関する最近の研究成果から，特に表面被覆工法，断面修復工法，電気防食工法，デサリネーションおよび再アルカリ化に関連するものである．以下に各手法に関する研究の現状と今後の課題について述べる．","ja":"近年，RCおよびPC構造物の早期劣化が問題視されているが，中でも塩害や中性化によるコンクリート中の鉄筋腐食は，構造物の性能にも影響しうる非常に深刻な問題といえる．コンクリート構造物の耐久性を考えるとき，劣化を未然に防ぐ防食や，既に劣化が顕在化している場合の補修の概念は避けては通れないものであり，実際に最近の研究成果を見てもこれらの分野の注目度が著しく上がっていることがわかる． 本項で紹介するのは，コンクリート構造物の防食および補修に関する最近の研究成果から，特に表面被覆工法，断面修復工法，電気防食工法，デサリネーションおよび再アルカリ化に関連するものである．以下に各手法に関する研究の現状と今後の課題について述べる．"},"publication_date":"1997-12-01","publication_name":{"en":"鉄筋腐食·防食および補修に関する研究の現状と今後の動向-コンクリート委員会腐食防食小委員会報告-，土木学会コンクリート技術シリーズ","ja":"鉄筋腐食·防食および補修に関する研究の現状と今後の動向-コンクリート委員会腐食防食小委員会報告-，土木学会コンクリート技術シリーズ"},"number":"No.26","starting_page":"36","ending_page":"59","misc_type":"introduction_scientific_journal"},"priority":"input_data"}
line:54, {"insert":{"user_id":"1000201354","type":"misc","id":"30447323"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=14425","label":"url"}],"paper_title":{"en":"デサリネーションおよび再アルカリ化","ja":"デサリネーションおよび再アルカリ化"},"authors":{"en":[{"name":"宮川 豊章"},{"name":"Ueda Takao"}],"ja":[{"name":"宮川 豊章"},{"name":"上田 隆雄"}]},"description":{"en":"本稿は，塩害や中性化で劣化したコンクリート構造物の電気化学的補修工法であるデサリネーションと再アルカリ化工法に関して，それぞれの手法の特徴や，補修効果などを，最新の研究動向も踏まえて解説したものである．また，実構造物への適用事例についても紹介するとともに，今後の課題についても言及している．","ja":"本稿は，塩害や中性化で劣化したコンクリート構造物の電気化学的補修工法であるデサリネーションと再アルカリ化工法に関して，それぞれの手法の特徴や，補修効果などを，最新の研究動向も踏まえて解説したものである．また，実構造物への適用事例についても紹介するとともに，今後の課題についても言及している．"},"publication_date":"1996-03-01","publication_name":{"en":"コンクリート構造物のメンテナンスAtoZ","ja":"コンクリート構造物のメンテナンスAtoZ"},"starting_page":"39","ending_page":"52","misc_type":"introduction_scientific_journal"},"priority":"input_data"}
line:55, {"insert":{"user_id":"1000201354","type":"misc","id":"30447324"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=20647","label":"url"}],"paper_title":{"en":"損傷メカニズムの工学的評価","ja":"損傷メカニズムの工学的評価"},"authors":{"en":[{"name":"小野 紘一"},{"name":"Ueda Takao"}],"ja":[{"name":"小野 紘一"},{"name":"上田 隆雄"}]},"publication_date":"1995-12-01","publication_name":{"en":"土木コンクリート構造物の震災対策に関する研究委員会中間報告書","ja":"土木コンクリート構造物の震災対策に関する研究委員会中間報告書"},"starting_page":"86","ending_page":"123","misc_type":"introduction_scientific_journal"},"priority":"input_data"}
line:56, {"insert":{"user_id":"1000201354","type":"misc","id":"30447325"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=185810","label":"url"}],"paper_title":{"en":"Study on practical system for production and construction of high-performance concrete with help of visualization technique of fresh concrete","ja":"可視化実験手法を用いた高性能コンクリートの製造・施工システムの実用化に関する研究"},"authors":{"en":[{"name":"Hashimoto Chikanori"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"},{"name":"Watanabe Takeshi"}],"ja":[{"name":"橋本 親典"},{"name":"水口 裕之"},{"name":"上田 隆雄"},{"name":"渡邉 健"}]},"description":{"en":"A purpose of this study is to develop the practical system for production and construction such as concrete mixer, concrete agitator and concrete pumping machine in order to spread the use of high performance concrete such as high strength concrete, high durable concrete or high-fluidity concrete. After carrying on the investigation, we decided to develop the high performance mixer for manufacturing high strength concrete having more than 100N/mm2 of compressive strength, high durable concrete having more than 200 years of life time or high-fluidity concrete with the self-compacting ability of Rank 1. The bi-axial forced-mixing type of kinds of the mixer is high and the mixing efficiency is the highest. The flow patterns of the bi-axial forced-mixing type mixer are divided into two: the locally crossing flow and the globally circulating flow. We have developed and proposed a visualization technique that makes it possible to measure the degree of mixing with lapse time. At first a model concrete was assumed to be a viscous model of one phase system for the model mixer of two types with different area of the locally crossing flow, the mixing efficiency curve of the model concrete of the high viscosity and the low viscosity was a process of becoming uniform with the axial rotation, and quantification was attempted. Secondly we tried the quantification of the crossing flow around the blade generated when two circulating flows crossed by the pressure fluctuation of the pressure sensor installed in the surface of the blade of the mixer was attempted, and the size of the crossing flow generated in the model mixer of two types and the correlation of the mixing efficiency curve were considered. Thirdly we developed the new bi-axial forced-mixing type mixer with oscillation of mixture and mix proportion design based on mix proportion of high strength concrete are carried out to investigate the possibility for increasing properties and durability of concrete incorporating low quality recycled aggregate. As the results of this study, the mixing method with oscillation of mixture has effect on the concrete using low quality recycled aggregate to increase about 20% of compressive strength.","ja":"本研究課題は，高性能コンクリートの普及を目的して，コンクリートミキサ，コンクリートアジテータならびにコンクリートポンプ等の製造・施工システムの高性能化を図ることである．調査の結果，コンクリートミキサの高性能化がもっとも現実的であり，経済的効果が高いこと，大都市での建設では，設計基準強度100N/mm2を超える超高強度コンクリート対応の高性能なミキサが必要不可欠であることなどの理由から，コンクリートミキサの開発に絞ることにした．その結果，2軸強制練りミキサに振動付与装置を取り付けた新しい構造のミキサの実用化を行った．初年度は，1相系の可視化モデルコンクリートを用いて，2軸のブレードの回転によって形成されるらせん流動が，相互に衝突しあう領域に形成される局部交錯流動の定量化を試みた．その結果，ミキサの容器形状(深さ，2軸間距離，軸長さ)が異なることによって，局部交錯流動の大きさ，特にせん断流によって形成される圧力の乱れが大きく変化することが明らかになった．2年目は，これらの知見を基に，試験練り用60 の2軸強制練りミキサを製作し，局部交錯流動の乱れを大きくするために，練り混ぜ途中に振動付与を与える機構を組合せた振動付与2軸強制練りミキサを開発した．吸水率が10%を超えるL級再生細・粗骨材を100%用いた再生骨材コンクリートと100N/mm2以上の高強度コンクリートを対象にして，その性能を評価した．最終年では，さらなるミキサの高性能化を図ることを目的とし，固液2相系の可視化モデルコンクリートを用いて，ブレード先端の圧力変動を計測した．主な着目点は，アーム遅れ角度がせん断流に及ぼす影響である．実験の結果，ミクロ的な練混ぜ性能が良好なミキサの条件としては，局部交錯部の領域が大きくかつ連続性を持つパドル配列を有するものであることが明らかになった．"},"publication_date":"2008-12","publication_name":{"en":"Reprot of research project (Scientific Research B ), grant-in-aid for scientifc research (Project number 17360205)","ja":"科学研究費補助金(基盤研究B)研究成果報告書(課題番号17360205)"},"misc_type":"others"},"priority":"input_data"}
line:57, {"insert":{"user_id":"1000201354","type":"misc","id":"30447326"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=132337","label":"url"}],"paper_title":{"en":"The research on the evaluation and improvement method of pumpability of the high -fluidity concrete with the self-compacting ability of Rank 1","ja":"自己充てん性ランク1のの高流動コンクリートのポンプ圧送性能の評価·改善方法の研究"},"authors":{"en":[{"name":"Hashimoto Chikanori"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"},{"name":"Watanabe Takeshi"}],"ja":[{"name":"橋本 親典"},{"name":"水口 裕之"},{"name":"上田 隆雄"},{"name":"渡邉 健"}]},"description":{"en":"A purpose of this study is to establish the evaluation and improvement method of pumpability of the high-fluidity concrete with the self-compacting ability of Rank 1. In this research project, the experimental tests have been conducted to take the new indexes for evaluation and improvement of pumpability of the high-fluidity concrete in two series as followed: A) Field pumping test through the circulated pipeline in 2003, B) Laboratory Tests by using the test method for deformability of fresh concrete in 2004. The objective of the field test was to measure the pressure loss of fresh concrete flowing through the circulated pipeline by the actual concrete pumping on site. The exchanged horizontal conveying distance was about 59.5m. In this field test, the state of concrete in pumping was carried out from stable state to blocking state. The number of pressure gage was seven. Normal concrete having the slump of 18cm and the high-fluidity concrete with type of fly ash having the self-compacting ability of Rank 1 were used in this field test. The objective of the laboratory tests was to examine whether the variation of the pressure of fresh concrete is quantitative index of segregation resistance to pulsatile flow using a pumping tester. In this laboratory tests, the mix proportions and materials of the two concrete were same as those of the concretes in the files test. The following were concluded from the experimental work. (1) Pulsatile flow was generated as actual pumping by controlling move and stop of piston of pumping tester which used in test method of deformability of the high fluidity concrete with the self-compacting ability of Rank 1. (2) The comparison between test method of deformability during pulsatile flow and actual pumping in case of normal concrete, pressure loss of test method of deformability is higher than pressure loss of actual pumping. So test method of deformability is considered to be safe in case of normal concrete. On the other hand, pressure loss of test method of deformability is lower than pressure loss of actual pumping in case of the high-fluidity concrete with the self-compacting ability of Rank 1 with high viscosity.","ja":"本研究課題では，自己充てん性ランク1の高流動コンクリートのポンプ圧送性能を確保するための改善方法を明確にすることである． 平成15年度は，脈動に耐えうる分離抵抗性を含む管内閉塞に対する安全性を総合的に事前評価できる試験方法を確立することを目的として，スランプを18cm程度の普通コンクリートおよびフライアッシュを30%細骨材代替したランク1の高流動コンクリートを用いて，順調圧送から閉塞までの圧送状況を再現できる水平換算距離59.5m程度の小規模な循環圧送試験を行った．平成16年度は，脈動による分離抵抗性を含んだ試験方法の確立を目的として，変形性試験に用いる小型ポンプ圧送試験装置に脈動発生装置を付加し，脈動を発生させたコンクリートの室内流動実験を行った．実験に供したコンクリートは，平成15年度で実施した現場圧送実験で製造したコンクリートと同材料，同配合の普通コンクリートおよびランク1の高流動コンクリートである．脈動を発生させた変形性試験のテーパ管吐出位置の管内圧力損失と著者らが行った実機ポンプによる現場圧送実験結果3)の水平管の管内圧力損失の比に関する相似性を検討した． その結果，1)高粘性コンクリートの水平管1mあたりの圧力損失は，普通コンクリートの約2倍である．2)管壁を流動するコンクリートの骨材粒子と管壁が衝突する際に発生する振動にはコンクリートのコンシステンシーに起因する卓越周波数が存在し，卓越周波数が普通コンクリートと高粘性コンクリートで異なる．3)小型ポンプ圧送装置のピストンの可動と停止を制御することで，実際のポンプ圧送のような脈動波を再現させることができる．4)実際のポンプ圧送と本変形性試験の管内圧力損失に関する相似性は，普通コンクリートに対しては問題がないが，粘性の高いコンクリートに対しては変形性試験の結果が危険側の評価を与える可能性がある． 以上の実験的検討から，変形性評価試験装置に脈動発生装置を組み合わせて，高流動コンクリートのポンプ圧送性能として特に重要な脈動に対する材料分離抵抗性を評価する試験方法として「フレッシュコンクリートの脈動を発生させた変形性評価試験方法(案)」を提案することができた．"},"publication_date":"2005-12","publication_name":{"en":"Reprot of research project (Scientific Research (C(2)), grant-in-aid for scientifc research (Project number 15560395)","ja":"科学研究費補助金基盤研究(C(2))研究成果報告書(課題番号15560395)"},"misc_type":"others"},"priority":"input_data"}
line:58, {"insert":{"user_id":"1000201354","type":"misc","id":"30447327"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=75566","label":"url"}],"paper_title":{"en":"Study on Quantitative Indexes for Deterioration of Deformability and Segregation on Pulsatile Flow of Concrete Flowing in Pipe","ja":"ポンプ圧送の脈動に起因する材料分離や変形性低下を評価できる定量的指標に関する研究"},"authors":{"en":[{"name":"Hashimoto Chikanori"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"},{"name":"Watanabe Takeshi"}],"ja":[{"name":"橋本 親典"},{"name":"水口 裕之"},{"name":"上田 隆雄"},{"name":"渡邉 健"}]},"description":{"en":"A purpose of this study is for ahead of time evaluation of pumpability to build a test method to be able to same as a test method for bleeding of concrete under pressure and a test method for deformability of fresh concrete using a pumping tester on segregation resistance to pulsatile flow of fresh concrete flowing in pipe. In this research project, the experimental tests have been conducted to take the new indexes for Deterioration of Deformability and Segregation in two series as followed: A) Laboratory Tests in 2001 B) Field Test in 2002. The objective of the laboratory tests was to examine whether the variation of the pressure of fresh concrete is quantitative index of segregation resistance to pulsatile flow using a pumping tester. In order to examine the applicability of the proposed index to the actual concrete pumping on site, the filed test was conducted. The following were concluded from the experimental work. (1) The deformability and segregation resistance of fly ash concrete has larger than that of normal concrete and the range of stable pumping and unstable pumping of fly ash concrete has larger than that of normal concrete. (2) The range of stable pumping of fly ash concrete and normal concrete are different and the average pump oil pressure of fly ash concrete is higher than that of normal concrete, but the a fluctuation of pump oil pressure becomes smaller than that of normal concrete. (3) About the concrete of the slump 12-8cm, and fluctuation (a variation index) of pulsation with a bent pipe is larger than 10 times in comparison with pulsation in straight pipe. (4) It is effective to take the variation index of pressure by one pulsation form time from a valley department to a valley department to quantify the pulsation. As a result of above, there is correlation in a variation index of pressure to be provided by a test method for deformability of fresh concrete using a pumping tester and fluctuation on-site pulsation.","ja":"本研究は，フレッシュコンクリートのポンプ圧送性のうち，圧力の時間的·位置的変動に耐える分離抵抗性に関して，加圧ブリーディング試験方法や変形性評価試験方法と同様に，圧送性の事前評価ができる試験方法の構築を試みた．平成13年度では，室内実験による変形性評価試験を行い，脈動に対する分離抵抗性が大きいフライアッシュⅣ種を細骨材容積の10∼20%置換した粘性が大きいコンクリートを対象とし，普通コンクリートの順調圧送に関する平均ポンプ油圧と変動係数の判定基準のフライアッシュⅣ種混入コンクリートへの有効性について実験的検討を行った．平成14年度では，現場圧送実験による脈動流の定量化と，昨年に実施した室内実験で用いる小型ポンプ圧送試験装置に脈動発生装置を付加し，室内のコンクリートの管内流動実験において脈動状態を再現し，脈動に起因する材料分離や変形性低下を評価できる定量的指標の検討を行った．さらに，音響的指標による新しい変形性指標の可能性について検討した． 以上の結果，変形性評価試験方法で得られる圧力の変動係数と現場での脈動の乱れには相関性があり，変形性試験の油圧ユニットに脈動発生装置を追加し，脈動を再現させることにより，ポンプ油圧の変動係数を用いて脈動の乱れを評価できる可能性が示された．"},"publication_date":"2003-11","publication_name":{"en":"Reprot of research project (Scientific Research (C(2)), grant-in-aid for scientifc research (Project number 13650508)","ja":"科学研究費補助金基盤研究(C(2))研究成果報告書(課題番号13650508)"},"misc_type":"others"},"priority":"input_data"}
line:59, {"insert":{"user_id":"1000201354","type":"misc","id":"30447328"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=69984","label":"url"}],"paper_title":{"en":"Experimental Study on Mixing Mechanism of Fresh Concrete in Vertical Continuos Mixer with Gravity","ja":"従来の練混ぜ方法と全く異なる重力による材料落下型連続ミキサの練混ぜ機構の解明"},"authors":{"en":[{"name":"Hashimoto Chikanori"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"},{"name":"Mutoh Masaki"},{"name":"Yamaji Noritsugu"}],"ja":[{"name":"橋本 親典"},{"name":"水口 裕之"},{"name":"上田 隆雄"},{"name":"武藤 正樹"},{"name":"山地 功二"}]},"description":{"en":"In the fall of 1995, Dr. M. Maeda and Dr. K. Yamada developed continuous M-Y mixer newly. This mixer has number of mixing units connected in series. When using this mixer in the vertical way, mixing work can be done under gravity force only, with the new modified mechanism of inter-particle collision and impact. The vertical set-up of this continuous mixer is called as vertical continuous mixer with gravity. The mixing process inside the vertical continuous mixer is totally different with that of existing mixers. However, the mechanism of mixing process inside the mixer is not clear and they can't explain that how to decide the shape and the dimension of the units consisted by the mixer. The aim of this paper is to be clear the mechanism of mixing process of the vertical continuous mixer with gravity and to obtain the useful information on the design of a high-performance this continuous mixer. In this research, the mixing mechanism at work in this continuous mixer was investigated experimentally using a visualization technique. As a result of this experimental study, it is very important that the time of accumulation of materials inside mixing units is long and the turbulence of velocity and angle of falling materials is very large as far as the blockade of materials through mixing units is not happened in order to increase the mixing efficiency of this continuous mixer.","ja":"本研究では，従来の練混ぜ方法と全く異なり，先練りモルタルと粗骨材を複数の箱形容器内に自由落下させることによって連続的にコンクリートを練混ぜる材料落下型連続ミキサ内のコンクリートの練混ぜ機構を解明し，この新しい連続ミキサの高性能化を実験的に検討することを目的とし，以下に示す1)練混ぜ性能実験と2)可視化モデルコンクリートを用いた可視化実験を行った． 1)本実験で製作した実機落下型ミキサの1/2モデルの練混ぜ性能に関する実験として，落下型ミキサとバッチ式ミキサの練混ぜ性能の差を，モデルコンクリートを用いて練混ぜ後の洗い分析試験によって定量的に評価した．その結果，練混ぜ性能を良好にする粗骨材濃度の最適値が存在すること，モルタルの粘性が高い方が練混ぜが良好であること，骨材形状が丸い川砂利モデルの方が，角張った砕石モデルよりも練混ぜ性能が良好であることが，箱形容器の斜面角度が45度の方が，斜面角度60度よりも練混ぜ性能が良好であること等が，明らかになった． 2)落下型ミキサ内の投入材料の流動挙動を定量的に評価し，練混ぜに影響を及ぼす要因を解明することを目的とし，ミキサ内におけるコンクリートの挙動の異なる部分での速度ベクトルの発生状況を画像処理により求めた．その結果，斜面角度が60度の容器形状の材料落下型連続ミキサでは，落下部と斜面部での粗骨材粒子群の平均速度差による繰返しによって，コンクリートの練混ぜが行われる．一方，斜面角度が45度の容器形状の材料落下型連続ミキサでは，落下部では落下速度が非常に小さくなり停滞し，斜面部では自由落下と同様な落下速度で分散する．この停滞と分散の繰返しによってコンクリートの練混ぜが行われることが，明らかになった． 以上の知見から，材料落下型連続ミキサの練混ぜの高性能化を図るためには，箱形容器内を通過する材料の停滞や閉塞を発生させない範囲内で，材料の滞留時間をできるかぎり長くさせ，かつ落下方向や落下速度を変化させることが重要であると言える．"},"publication_date":"2001-07","publication_name":{"en":"Reprot of research project (Scientific Research (C(2)), grant-in-aid for scientifc research (Project number 11650467)","ja":"科学研究費補助金基盤研究(C(2))研究成果報告書(課題番号11650467)"},"misc_type":"others"},"priority":"input_data"}
line:60, {"insert":{"user_id":"1000201354","type":"misc","id":"30447329"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=69983","label":"url"}],"paper_title":{"en":"Experimental Study on Development of Unified Consistency Test System for Fresh Concrete","ja":"フレッシュコンクリートのコンシステンシーの統一的評価システムの開発"},"authors":{"en":[{"name":"Hashimoto Chikanori"},{"name":"Mizuguchi Hiroyuki"},{"name":"Ueda Takao"},{"name":"Yamaji Noritsugu"},{"name":"村田 光"},{"name":"浦野 真次"}],"ja":[{"name":"橋本 親典"},{"name":"水口 裕之"},{"name":"上田 隆雄"},{"name":"山地 功二"},{"name":"村田 光"},{"name":"浦野 真次"}]},"publication_date":"2000-04","publication_name":{"en":"科学研究費補助金試験研究(B(2))研究成果報告書(課題番号10555149 )","ja":"科学研究費補助金試験研究(B(2))研究成果報告書(課題番号10555149 )"},"misc_type":"others"},"priority":"input_data"}
line:61, {"insert":{"user_id":"1000201354","type":"misc","id":"23173848"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13880","label":"url"}],"paper_title":{"en":"デサリネーションがPC部材の力学的挙動に与える影響","ja":"デサリネーションがPC部材の力学的挙動に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"芦田 公伸"},{"name":"溝口 茂"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"芦田 公伸"},{"name":"溝口 茂"},{"name":"宮川 豊章"}]},"description":{"en":"塩害によるコンクリート構造物の早期劣化問題が深刻化する中，電気化学的に脱塩を行う工法すなわちデサリネーションが新しい補修工法として期待されている．デサリネーションはこれまでRC構造物への適用が検討され，その効果が確認されつつあるが，PC鋼材の水素脆化問題のためにPC構造物への適用例は非常に少ない．本研究は，デサリネーションをPC部材に適用したときの力学的挙動への影響について，PC鋼材レベルおよびPCはり部材レベルから検討を加えたものである．以下に本研究の範囲内で得られた結果を要約する． (1) 電流密度5.0 A/m2で8週間の通電処理を行ったPCはり供試体中のPC鋼材自然電位は，処理終了直後において水素発生電位よりも卑な値を示しており，通電期間中のカソード反応による水素発生は確実な状況であった．ただし，処理後5日程度の気中静置により，PC鋼材自然電位は水素発生電位よりも貴な値に移行した． (2) 通電処理を行ったPC角柱供試体からはつりだしたPC鋼材に対して，低ひずみ速度引張試験を行った結果，無処理の場合と比較して，弾性挙動や強度特性に変化は見られなかったが，荷重降下域の減少や絞りの低下など，水素に起因すると考えられる破断挙動を示した． (3) PC鋼材の緊張力として，鋼材引張強度の50%および60%の2レベルを設定し，緊張力の影響を検討した結果，緊張力の違いが水素脆化挙動に与える影響は小さかった． (4) 熱処理材であるPC鋼棒と冷間加工材であるPC鋼線の水素脆化挙動を比較した結果，本実験で用いた鋼材に関しては，冷間加工材の方が厳しい水素脆化挙動を示した．この様な傾向は鋼材の引張強度により，統一的に解釈することができた． (5) 塩化物を混入した供試体中のPC鋼材は無混入の場合と比較して，脆性的な破断挙動を示した．これより，通電処理による水素脆化を受けなくても，腐食環境にあるPC鋼材は遅れ破壊の危険性があることが確認された． (6) 通電処理時の電流密度として，5.0, 10.0および15.0 A/m2の3レベルを設定し，電流密度の影響を検討した結果，5.0 A/m2の場合が最も厳しい水素脆化挙動を示した． (7) 通電処理終了後に供試体の気中静置を行うことにより，供試体中のPC鋼材の水素脆化程度が経時的に緩和される傾向を示した．これにより，通電処理による水素脆化に起因する遅れ破壊の危険性は速やかに減少するが，処理前に発生していた腐食孔を起点とする遅れ破壊の危険性は解消されていないことが確認された． (8) 通電処理後のPCはり供試体に対する静的曲げ載荷試験の結果，水素脆化に起因するPC鋼材の破断などの脆性的な破壊状況は見られず，無処理の供試体と比較して，耐荷力や変形性能が低下する現象も見られなかった． (9) 通電処理を行ったPCはり供試体の平均ひび割れ幅は，同一荷重における無処理の供試体の平均ひび割れ幅よりも若干小さい傾向を示した．これにより，はり全体としてのたわみも通電処理により若干抑制される傾向を示した．","ja":"塩害によるコンクリート構造物の早期劣化問題が深刻化する中，電気化学的に脱塩を行う工法すなわちデサリネーションが新しい補修工法として期待されている．デサリネーションはこれまでRC構造物への適用が検討され，その効果が確認されつつあるが，PC鋼材の水素脆化問題のためにPC構造物への適用例は非常に少ない．本研究は，デサリネーションをPC部材に適用したときの力学的挙動への影響について，PC鋼材レベルおよびPCはり部材レベルから検討を加えたものである．以下に本研究の範囲内で得られた結果を要約する． (1) 電流密度5.0 A/m2で8週間の通電処理を行ったPCはり供試体中のPC鋼材自然電位は，処理終了直後において水素発生電位よりも卑な値を示しており，通電期間中のカソード反応による水素発生は確実な状況であった．ただし，処理後5日程度の気中静置により，PC鋼材自然電位は水素発生電位よりも貴な値に移行した． (2) 通電処理を行ったPC角柱供試体からはつりだしたPC鋼材に対して，低ひずみ速度引張試験を行った結果，無処理の場合と比較して，弾性挙動や強度特性に変化は見られなかったが，荷重降下域の減少や絞りの低下など，水素に起因すると考えられる破断挙動を示した． (3) PC鋼材の緊張力として，鋼材引張強度の50%および60%の2レベルを設定し，緊張力の影響を検討した結果，緊張力の違いが水素脆化挙動に与える影響は小さかった． (4) 熱処理材であるPC鋼棒と冷間加工材であるPC鋼線の水素脆化挙動を比較した結果，本実験で用いた鋼材に関しては，冷間加工材の方が厳しい水素脆化挙動を示した．この様な傾向は鋼材の引張強度により，統一的に解釈することができた． (5) 塩化物を混入した供試体中のPC鋼材は無混入の場合と比較して，脆性的な破断挙動を示した．これより，通電処理による水素脆化を受けなくても，腐食環境にあるPC鋼材は遅れ破壊の危険性があることが確認された． (6) 通電処理時の電流密度として，5.0, 10.0および15.0 A/m2の3レベルを設定し，電流密度の影響を検討した結果，5.0 A/m2の場合が最も厳しい水素脆化挙動を示した． (7) 通電処理終了後に供試体の気中静置を行うことにより，供試体中のPC鋼材の水素脆化程度が経時的に緩和される傾向を示した．これにより，通電処理による水素脆化に起因する遅れ破壊の危険性は速やかに減少するが，処理前に発生していた腐食孔を起点とする遅れ破壊の危険性は解消されていないことが確認された． (8) 通電処理後のPCはり供試体に対する静的曲げ載荷試験の結果，水素脆化に起因するPC鋼材の破断などの脆性的な破壊状況は見られず，無処理の供試体と比較して，耐荷力や変形性能が低下する現象も見られなかった． (9) 通電処理を行ったPCはり供試体の平均ひび割れ幅は，同一荷重における無処理の供試体の平均ひび割れ幅よりも若干小さい傾向を示した．これにより，はり全体としてのたわみも通電処理により若干抑制される傾向を示した．"},"publication_date":"1999-02-01","publication_name":{"en":"土木学会論文集(第V部門)","ja":"土木学会論文集(第V部門)"},"volume":"Vol.613","number":"No.42","starting_page":"189","ending_page":"199","referee":true},"priority":"input_data"}
line:62, {"insert":{"user_id":"1000201354","type":"misc","id":"23173844"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13767","label":"url"}],"paper_title":{"en":"デサリネーションが鉄筋の付着挙動に与える影響","ja":"デサリネーションが鉄筋の付着挙動に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"宮川 豊章"},{"name":"藤井 学"},{"name":"芦田 公伸"}],"ja":[{"name":"上田 隆雄"},{"name":"宮川 豊章"},{"name":"藤井 学"},{"name":"芦田 公伸"}]},"description":{"en":"本研究では，デサリネーションの問題点の一つである鉄筋とコンクリートとの付着挙動へのデサリネーションの影響に注目し，塩分を含んだコンクリートにデサリネーションを施した後，鉄筋近傍のセメントペーストの軟化状況を微小硬度計を用いて測定するとともに，片引試験を行い，通電による影響を検討することとした．また，Cl-，Na+，K+の分布についても若干の検討を併せて行うこととした．本実験結果をまとめると次のようになる． ①デサリネーションは塩害補修工法として有効である可能性が高い． ②付着強度の低下は積算電流密度によってほぼ評価が可能であり，この値によってその抑制が可能である．しかし，過大な通電となった場合(例えば，10000A·h/m2を越える通電)の影響を検討する必要がある． 通電停止後，コンクリート表面に移動していたCl-や，鉄筋近傍に集積していたアルカリ金属イオンは時間とともに拡散し，新たな平衡状態を形成するものと推定される．鉄筋近傍のNa+が通電停止後4ヶ月で半減している例も知られている[5]．ある一定の最大付着強度比に抑える事のできる積算電流量の境界値に達する前に通電を停止し，アルカリの拡散を待って再度通電を開始すれば，付着は健全なままで塩化物を抽出でき，Cl-の再分布による腐食の再発も防げる可能性が高いものと考えられる．","ja":"本研究では，デサリネーションの問題点の一つである鉄筋とコンクリートとの付着挙動へのデサリネーションの影響に注目し，塩分を含んだコンクリートにデサリネーションを施した後，鉄筋近傍のセメントペーストの軟化状況を微小硬度計を用いて測定するとともに，片引試験を行い，通電による影響を検討することとした．また，Cl-，Na+，K+の分布についても若干の検討を併せて行うこととした．本実験結果をまとめると次のようになる． ①デサリネーションは塩害補修工法として有効である可能性が高い． ②付着強度の低下は積算電流密度によってほぼ評価が可能であり，この値によってその抑制が可能である．しかし，過大な通電となった場合(例えば，10000A·h/m2を越える通電)の影響を検討する必要がある． 通電停止後，コンクリート表面に移動していたCl-や，鉄筋近傍に集積していたアルカリ金属イオンは時間とともに拡散し，新たな平衡状態を形成するものと推定される．鉄筋近傍のNa+が通電停止後4ヶ月で半減している例も知られている[5]．ある一定の最大付着強度比に抑える事のできる積算電流量の境界値に達する前に通電を停止し，アルカリの拡散を待って再度通電を開始すれば，付着は健全なままで塩化物を抽出でき，Cl-の再分布による腐食の再発も防げる可能性が高いものと考えられる．"},"publication_date":"1994-06-01","publication_name":{"en":"コンクリート工学年次論文報告集","ja":"コンクリート工学年次論文報告集"},"volume":"Vol.16","number":"No.1","starting_page":"1007","ending_page":"1012","languages":["jpn"],"referee":true},"priority":"input_data"}
line:63, {"insert":{"user_id":"1000201354","type":"misc","id":"23173845"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13769","label":"url"}],"paper_title":{"en":"デサリネーション適用後の鉄筋腐食挙動について","ja":"デサリネーション適用後の鉄筋腐食挙動について"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"小川 智広"},{"name":"宮川 豊章"},{"name":"芦田 公伸"}],"ja":[{"name":"上田 隆雄"},{"name":"小川 智広"},{"name":"宮川 豊章"},{"name":"芦田 公伸"}]},"description":{"en":"あらかじめ塩化物を混入した供試体にデサリネーションを適用した後に，種々の環境下に放置した時のCl-濃度分布の変化を検討するとともに，通電処理が細孔構造とCl-およびCO2浸透性に与える影響を検討した．この結果，処理後飽水シールをした場合には4週放置まではCl-の再分布は認められなかった．また，Cl-量が8.0kg/m3の場合には4週以上の通電処理により鉄筋近傍の細孔構造に変化が認められたが，4週放置の段階では，Cl-の浸透性に通電処理の顕著な影響は認められず，中性化深さは通電処理を行った場合の方が小さかった．","ja":"あらかじめ塩化物を混入した供試体にデサリネーションを適用した後に，種々の環境下に放置した時のCl-濃度分布の変化を検討するとともに，通電処理が細孔構造とCl-およびCO2浸透性に与える影響を検討した．この結果，処理後飽水シールをした場合には4週放置まではCl-の再分布は認められなかった．また，Cl-量が8.0kg/m3の場合には4週以上の通電処理により鉄筋近傍の細孔構造に変化が認められたが，4週放置の段階では，Cl-の浸透性に通電処理の顕著な影響は認められず，中性化深さは通電処理を行った場合の方が小さかった．"},"publication_date":"1996-06-01","publication_name":{"en":"コンクリート工学年次論文報告集","ja":"コンクリート工学年次論文報告集"},"volume":"Vol.18","number":"No.1","starting_page":"1101","ending_page":"1106","referee":true},"priority":"input_data"}
line:64, {"insert":{"user_id":"1000201354","type":"misc","id":"23173846"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13813","label":"url"}],"paper_title":{"en":"デサリネーションが鉄筋の付着挙動に与える影響","ja":"デサリネーションが鉄筋の付着挙動に与える影響"},"authors":{"en":[{"name":"Ueda Takao"},{"name":"服部 篤史"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}],"ja":[{"name":"上田 隆雄"},{"name":"服部 篤史"},{"name":"芦田 公伸"},{"name":"宮川 豊章"}]},"description":{"en":"中性化や塩害により腐食劣化した鉄筋コンクリート構造物の補修工法として，電気化学的手法を用いた補修方法が近年注目を集めている．デサリネーションはコンクリート中のCl-除去を目的とする電気化学的手法であり，その効果が期待されてはいるものの，いくつかの問題点についての十分な検討はなされていないのが現状である．本研究は，デサリネーションの問題点の一つである鉄筋とコンクリートとの付着挙動への影響について，練混ぜ時の混入塩化物量および通電量を主要因として検討を加えたものである．本研究の結果以下のような知見が得られた． (1) 通電処理を行うことにより，供試体中のCl-を抽出することができた．通過電荷量が大きくなるほど，初期の脱塩率は大きくなったが，50%を越えることはなかった．通電初期においてCl-の輸率は混入塩化物量が大きいほど大きくなったが，通過電荷量が大きくなるほど減少した． (2) Na+やK+のアルカリ金属イオンは鉄筋近傍に 集積する傾向を示した．混入塩化物量が大きいほど，また，通過電荷量が大きいほど鉄筋近傍に集積するアルカリ量は大きくなったが，一定値に達するとアルカリ量の増加は停止した． (3) Cl-量が8.0kg/m3の片引試験用供試体に8週通電後16週放置した時，Cl-の再分布は見られなかったが，鉄筋近傍のアルカリ量は通電停止直後の74%まで減少した． (4) 通電処理終了直後の供試体中の鉄筋の自然電位は電気防食領域内の値を示したが，放置期間の経過とともに鉄筋の自然電位は貴な方向に移行し，5週間の放置で不確定領域内の値を示した． (5) Cl-量が8.0kg/m3の片引試験用供試体の鉄筋近傍のセメントペースト部分の微小硬度分布を測定した結果，通電処理を行った供試体は鉄筋近傍に軟弱な層を形成していた．また，この層の厚さは積算電流密度が大きいほど大きくなっていた． (6) 片引試験において，通電処理を行った供試体は無通電供試体に比べて最大付着応力が減少した．この減少の程度は混入塩化物量が大きいほど，また，積算電流密度が大きいほど大きくなった． (7) Cl-量が8.0kg/m3の供試体を用いたはり試験において，重ね継手を持たない供試体は8週間の通電処理により，耐荷力にほとんど変化がなく，破壊時の変形が増大した．重ね継手を施した供試体は8週間の通電処理により耐荷力が低下した． (8) 許容ひび割れ幅に対応して算定された鋼材の応力状態において，無通電の供試体については，鉄筋位置での最大ひび割れ幅が許容ひび割れ幅以下であったが，8週通電の場合には鉄筋位置での最大ひび割れ幅が許容ひび割れ幅を上回るものがあった．また，通電処理によりひび割れの本数が減少し，ひび割れ分散性は低下した．","ja":"中性化や塩害により腐食劣化した鉄筋コンクリート構造物の補修工法として，電気化学的手法を用いた補修方法が近年注目を集めている．デサリネーションはコンクリート中のCl-除去を目的とする電気化学的手法であり，その効果が期待されてはいるものの，いくつかの問題点についての十分な検討はなされていないのが現状である．本研究は，デサリネーションの問題点の一つである鉄筋とコンクリートとの付着挙動への影響について，練混ぜ時の混入塩化物量および通電量を主要因として検討を加えたものである．本研究の結果以下のような知見が得られた． (1) 通電処理を行うことにより，供試体中のCl-を抽出することができた．通過電荷量が大きくなるほど，初期の脱塩率は大きくなったが，50%を越えることはなかった．通電初期においてCl-の輸率は混入塩化物量が大きいほど大きくなったが，通過電荷量が大きくなるほど減少した． (2) Na+やK+のアルカリ金属イオンは鉄筋近傍に 集積する傾向を示した．混入塩化物量が大きいほど，また，通過電荷量が大きいほど鉄筋近傍に集積するアルカリ量は大きくなったが，一定値に達するとアルカリ量の増加は停止した． (3) Cl-量が8.0kg/m3の片引試験用供試体に8週通電後16週放置した時，Cl-の再分布は見られなかったが，鉄筋近傍のアルカリ量は通電停止直後の74%まで減少した． (4) 通電処理終了直後の供試体中の鉄筋の自然電位は電気防食領域内の値を示したが，放置期間の経過とともに鉄筋の自然電位は貴な方向に移行し，5週間の放置で不確定領域内の値を示した． (5) Cl-量が8.0kg/m3の片引試験用供試体の鉄筋近傍のセメントペースト部分の微小硬度分布を測定した結果，通電処理を行った供試体は鉄筋近傍に軟弱な層を形成していた．また，この層の厚さは積算電流密度が大きいほど大きくなっていた． (6) 片引試験において，通電処理を行った供試体は無通電供試体に比べて最大付着応力が減少した．この減少の程度は混入塩化物量が大きいほど，また，積算電流密度が大きいほど大きくなった． (7) Cl-量が8.0kg/m3の供試体を用いたはり試験において，重ね継手を持たない供試体は8週間の通電処理により，耐荷力にほとんど変化がなく，破壊時の変形が増大した．重ね継手を施した供試体は8週間の通電処理により耐荷力が低下した． (8) 許容ひび割れ幅に対応して算定された鋼材の応力状態において，無通電の供試体については，鉄筋位置での最大ひび割れ幅が許容ひび割れ幅以下であったが，8週通電の場合には鉄筋位置での最大ひび割れ幅が許容ひび割れ幅を上回るものがあった．また，通電処理によりひび割れの本数が減少し，ひび割れ分散性は低下した．"},"publication_date":"1996-11-01","publication_name":{"en":"土木学会論文集(第V部門)","ja":"土木学会論文集(第V部門)"},"volume":"Vol.550","number":"No.33","starting_page":"53","ending_page":"62","referee":true},"priority":"input_data"}
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line:24, {"insert":{"user_id":"1000201354","type":"presentations","id":"30447396"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=69226","label":"url"}],"presentation_title":{"en":"Application of Desalination to Concrete Admixing Fly Ash or Blast-Furnace Slag","ja":"Application of Desalination to Concrete Admixing Fly Ash or Blast-Furnace Slag"},"presenters":{"en":[{"name":"Nagao Kenji"},{"name":"Ueda Takao"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"Nagao Kenji"},{"name":"上田 隆雄"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}]},"event":{"en":"Proceedings of the Third International Conference on Advanced Materials Development and Performance (CD-ROM)","ja":"Proceedings of the Third International Conference on Advanced Materials Development and Performance (CD-ROM)"},"publication_date":"2002-10-17","languages":["eng"],"promoter":{"en":"AMDP 2002 Committee","ja":"AMDP 2002 Committee"},"location":{"en":"Daegu","ja":"Daegu"},"is_international_presentation":true},"priority":"input_data"}
line:25, {"insert":{"user_id":"1000201354","type":"presentations","id":"30447397"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=69225","label":"url"}],"presentation_title":{"en":"Study on Realkalization with Electrolyte Containing Lithium Ion","ja":"Study on Realkalization with Electrolyte Containing Lithium Ion"},"presenters":{"en":[{"name":"Matsumoto Kenichi"},{"name":"Ueda Takao"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}],"ja":[{"name":"Matsumoto Kenichi"},{"name":"上田 隆雄"},{"name":"Ashida Masanobu"},{"name":"Miyagawa Toyoaki"}]},"event":{"en":"Proceedings of the Third International Conference on Advanced Materials Development and Performance (CD-ROM)","ja":"Proceedings of the Third International Conference on Advanced Materials Development and Performance (CD-ROM)"},"publication_date":"2002-10-17","languages":["eng"],"promoter":{"en":"AMDP 2002 Committee","ja":"AMDP 2002 Committee"},"location":{"en":"Daegu","ja":"Daegu"},"is_international_presentation":true},"priority":"input_data"}
line:26, {"insert":{"user_id":"1000201354","type":"presentations","id":"30447398"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=19753","label":"url"}],"presentation_title":{"en":"Corrosion Behavior of Stell Bars Embedded in Fly Ash Mixed Concrete","ja":"Corrosion Behavior of Stell Bars Embedded in Fly Ash Mixed Concrete"},"presenters":{"en":[{"name":"Ueda Takao"},{"name":"Oka Ryo"},{"name":"Mizuguchi Hiroyuki"}],"ja":[{"name":"上田 隆雄"},{"name":"Oka Ryo"},{"name":"水口 裕之"}]},"event":{"en":"Proc. of the Second International Conference on Advanced Materials Development and Performance","ja":"Proc. of the Second International Conference on Advanced Materials Development and Performance"},"publication_date":"1999-10-20","location":{"en":"Tokushima","ja":"Tokushima"},"description":{"en":"Fly ash mixing into concrete is expected to restrict the penetration of the corrosion factors into concrete, such as water, chloride ions, oxygen and so on. But because of the low pH of fly ash mixed concrete, admixing of fly ash may increase the corrosion risk of reinforcing steel bars embedded in concrete. In this paper, the influence of fly ash mixing into concrete on corrosion behavior of reinforcing steel bars due to both chloride attack and carbonation, is estimated by means of electrochemical techniques. Results obtained from this study can be summarized as follows; (1) When only carbonation acts as the cause of deterioration, the corrosion rate is low, whether fly ash is mixed into concrete or not. (2) When both carbonation and chlorides acts as the cause of deterioration, mixing of fly ash may result in formation of severe corrosion condition for the reinforcement in concrete.","ja":"Fly ash mixing into concrete is expected to restrict the penetration of the corrosion factors into concrete, such as water, chloride ions, oxygen and so on. But because of the low pH of fly ash mixed concrete, admixing of fly ash may increase the corrosion risk of reinforcing steel bars embedded in concrete. In this paper, the influence of fly ash mixing into concrete on corrosion behavior of reinforcing steel bars due to both chloride attack and carbonation, is estimated by means of electrochemical techniques. Results obtained from this study can be summarized as follows; (1) When only carbonation acts as the cause of deterioration, the corrosion rate is low, whether fly ash is mixed into concrete or not. (2) When both carbonation and chlorides acts as the cause of deterioration, mixing of fly ash may result in formation of severe corrosion condition for the reinforcement in concrete."},"is_international_presentation":true},"priority":"input_data"}
line:27, {"insert":{"user_id":"1000201354","type":"presentations","id":"30447399"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=19752","label":"url"}],"presentation_title":{"en":"Influence of Desalination on Tension Behavior of Prestressing Steel Bars","ja":"Influence of Desalination on Tension Behavior of Prestressing Steel Bars"},"presenters":{"en":[{"name":"Ueda Takao"},{"name":"Mizuguchi Hiroyuki"},{"name":"Miyagawa Toyoaki"},{"name":"Mizoguchi Shigeru"},{"name":"Tanaka Norio"},{"name":"Ashida Masanobu"}],"ja":[{"name":"上田 隆雄"},{"name":"水口 裕之"},{"name":"Miyagawa Toyoaki"},{"name":"Mizoguchi Shigeru"},{"name":"Tanaka Norio"},{"name":"Ashida Masanobu"}]},"event":{"en":"Proc. of the Second Internatiomal Conference on Concrete under Severe Conditions","ja":"Proc. of the Second Internatiomal Conference on Concrete under Severe Conditions"},"publication_date":"1998-06-01","location":{"en":"Tromso","ja":"Tromso"},"description":{"en":"Desalination is the electrochemical repair method aiming to remove chlorides from reinforced concrete structures. Until now, it has been applied only to reinforced concrete structures and not to prestressed concrete structures yet. In this study, desalination was conducted to chloride contaminated concrete specimens with pretensioned prestressing steel bars. As a result of the slow strain rate tensile test of prestressing bars after applying desalination, significant influence of treatment on the elastic behavior and plastic behavior until tensile strength point was not shown but the influence of hydrogen embrittlement due to treatment appeared on the fracture strength and the contraction rate of fractured steel section. Furthermore, as a result of keeping treated specimens for 1 month, the change of the fracture behavior due to hydrogen embrittlement disappeared. Keywords: Hydrogen embrittlement, diffusible hydrogen, electrochemical repair, prestressing steel, desalination, slow strain rate tensile test, recovery with elapsed time.","ja":"Desalination is the electrochemical repair method aiming to remove chlorides from reinforced concrete structures. Until now, it has been applied only to reinforced concrete structures and not to prestressed concrete structures yet. In this study, desalination was conducted to chloride contaminated concrete specimens with pretensioned prestressing steel bars. As a result of the slow strain rate tensile test of prestressing bars after applying desalination, significant influence of treatment on the elastic behavior and plastic behavior until tensile strength point was not shown but the influence of hydrogen embrittlement due to treatment appeared on the fracture strength and the contraction rate of fractured steel section. Furthermore, as a result of keeping treated specimens for 1 month, the change of the fracture behavior due to hydrogen embrittlement disappeared. Keywords: Hydrogen embrittlement, diffusible hydrogen, electrochemical repair, prestressing steel, desalination, slow strain rate tensile test, recovery with elapsed time."},"is_international_presentation":true},"priority":"input_data"}
line:28, {"insert":{"user_id":"1000201354","type":"presentations","id":"30447400"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13840","label":"url"}],"presentation_title":{"en":"Influence of Desalination on Durability of Reinforced Concrete","ja":"Influence of Desalination on Durability of Reinforced Concrete"},"presenters":{"en":[{"name":"Ueda Takao"},{"name":"Hattori Atsushi"},{"name":"Miyagawa Toyoaki"},{"name":"Fujii Manabu"},{"name":"Ashida Masanobu"}],"ja":[{"name":"上田 隆雄"},{"name":"服部 篤史"},{"name":"宮川 豊章"},{"name":"藤井 学"},{"name":"芦田 公伸"}]},"event":{"en":"Proceedings of International Conference on Engineering Materials","ja":"Proceedings of International Conference on Engineering Materials"},"publication_date":"1997-06-01","languages":["eng"],"promoter":{"en":"CSCE&JSCE","ja":"CSCE&JSCE"},"location":{"en":"Ottawa","ja":"Ottawa"},"description":{"en":"Desalination is one of the electrochemical methods, aiming to remove chlorides from reinforced concrete structures. However, it is impossible to extract all of chlorides contained in concrete. For this reason, it is important to investigate the behavior of chlorides remained after treatment. Furthermore, if pore structure of concrete was effected by the dense electric current, permeability of concrete for corrosive substances might be changed. In this study, redistribution of Cl- (total chlorides and soluble chlorides) was examined after applying desalination. Secondly, change of half cell potentials was measured. Furthermore, influence of passing current on Cl- and CO2 permeability of concrete were examined. The results showed that remarkable redistribution of Cl- (total chlorides and soluble chlorides) was not observed during 16 weeks after desalination. Moreover, the bad influence of the treatment on Cl- and CO2 permeability of concrete was not observed.","ja":"Desalination is one of the electrochemical methods, aiming to remove chlorides from reinforced concrete structures. However, it is impossible to extract all of chlorides contained in concrete. For this reason, it is important to investigate the behavior of chlorides remained after treatment. Furthermore, if pore structure of concrete was effected by the dense electric current, permeability of concrete for corrosive substances might be changed. In this study, redistribution of Cl- (total chlorides and soluble chlorides) was examined after applying desalination. Secondly, change of half cell potentials was measured. Furthermore, influence of passing current on Cl- and CO2 permeability of concrete were examined. The results showed that remarkable redistribution of Cl- (total chlorides and soluble chlorides) was not observed during 16 weeks after desalination. Moreover, the bad influence of the treatment on Cl- and CO2 permeability of concrete was not observed."},"is_international_presentation":true},"priority":"input_data"}
line:29, {"insert":{"user_id":"1000201354","type":"presentations","id":"30447401"},"force":{"see_also":[{"@id":"https://web.db.tokushima-u.ac.jp/cgi-bin/edb_browse?EID=13768","label":"url"}],"presentation_title":{"en":"Influence of Desalination on Bond Behavior between Concrete and Reinforcing Steel","ja":"Influence of Desalination on Bond Behavior between Concrete and Reinforcing Steel"},"presenters":{"en":[{"name":"Ueda Takao"},{"name":"Hattori Atsushi"},{"name":"Inoue Susumu"},{"name":"Miyagawa Toyoaki"},{"name":"Fujii Manabu"},{"name":"Ashida Masanobu"}],"ja":[{"name":"上田 隆雄"},{"name":"服部 篤史"},{"name":"井上 晋"},{"name":"宮川 豊章"},{"name":"藤井 学"},{"name":"芦田 公伸"}]},"event":{"en":"Proceedings of International Conference on Concrete under Severe Conditions","ja":"Proceedings of International Conference on Concrete under Severe Conditions"},"publication_date":"1995-08-01","promoter":{"en":"E&FN Spon","ja":"E&FN Spon"},"description":{"en":"Desalination is one of the electrochemical repair methods aiming to remove chlorides from reinforced concrete structures. As a dense electric current is applied to these structures in a short term in this method, the influence of desalination on their properties must be investigated. In this research, the bond degradation between steel bars and concrete, one of the side effects of desalination, was investigated. After applying desalination to reinforced concrete specimens contaminated with chlorides, the bond strength was examined by pull out test. Furthermore, the extent of softening of the cement paste around the steel bar was measured by use of a micro-hardness measuring device, and the distributions of Cl,Na and K were examined. The results show that desalination is applicable as a repair method for reinforced concrete structures deteriorated by chloride-induced corrosion, and that the degradation of the bond strength can be estimated and controlled by the total current density.","ja":"Desalination is one of the electrochemical repair methods aiming to remove chlorides from reinforced concrete structures. As a dense electric current is applied to these structures in a short term in this method, the influence of desalination on their properties must be investigated. In this research, the bond degradation between steel bars and concrete, one of the side effects of desalination, was investigated. After applying desalination to reinforced concrete specimens contaminated with chlorides, the bond strength was examined by pull out test. Furthermore, the extent of softening of the cement paste around the steel bar was measured by use of a micro-hardness measuring device, and the distributions of Cl,Na and K were examined. The results show that desalination is applicable as a repair method for reinforced concrete structures deteriorated by chloride-induced corrosion, and that the degradation of the bond strength can be estimated and controlled by the total current density."},"is_international_presentation":true},"priority":"input_data"}
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====== BulkResult(1000201354, RM__-JIBYVtrs4O8gp3w) : Begin ======
--- error
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--- success
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====== BulkResult(1000201354, RM__-JIBYVtrs4O8gp3w) : End ======
====== BulkResult(1000201354, Tc__-JIBYVtrs4O8g52U) : Begin ======
--- error
{"code":304,"status":"completion","start_datetime":"2024-11-04T21:18:36Z","end_datetime":"2024-11-04T21:18:36Z","estimated_end_datetime":"2024-11-04T21:18:37Z","total_items":26}

--- success
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--- success
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