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J-GLOBAL ID:201402287618037737   Reference number:14A1467250

STUDIES ON ANCHORING MECHANISM FOR CFRP STRANDS AND PC STRANDS AS TENDON USING HIGHLY EXPANSIVE MATERIAL

定着用膨張材によるCFRPより線とPC鋼より線の定着機構に関する研究
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Volume: 70  Issue:Page: 370-389 (J-STAGE)  Publication year: 2014 
JST Material Number: U0203A  ISSN: 2185-6567  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Category name(code) classified by JST.
Foundation failure and reinforcing,retaining wall,others  ,  Concrete work 
Reference (21):
  • 1) 原田哲夫,出光隆,Myo KHIN,副田孝一,渡辺明:定着用膨張材による連続繊維緊張材の定着法に関する研究,土木学会論文集,No. 627/V-44,pp. 77-90,1999.
  • 2) Harada, T., Sakaue, N., Kimura, H., Myo Khin, Enomoto, T. and Soeda, M. : Development of HEM Anchorage System for Cable Stayed Bridge Using Multiple CFRP Strands, Proceedings of the First Fib Congress, Vol. 6, pp. 283-290, 2002.
  • 3) Enomoto, T., Grace, N. F. and Harada, T. : Life Extension of Prestressed Concrete Bridges Using CFCC Tendons and Reinforcements, Proceeding of 6th International Conference on FRP Composites in Civil Engineering (CICE 2012 Rome), 13_476, pp. 1-10, 2012.
  • 4) 渡辺泰行,菊地秀二,長橋弘和,中島規道:中間定着工法の開発とその施工,プレストレストコンクリート,Vol. 40,No. 3,pp. 26-30,1998.
  • 5) 久保田慶太,原田哲夫,生田泰清,木村浩:HEMを用いたPC緊張材の中間定着と定着機構に関する研究,コンクリート工学年次論文集,Vol. 26,No. 2,pp. 847-852,2004.
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