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1995 Fiscal Year Final Research Report Summary

Repair of Chloride deterioratron of Concrete Structures by Electro-Chemical Chloride removal

Research Project

Project/Area Number 05555123
Research Category

Grant-in-Aid for Developmental Scientific Research (B)

Allocation TypeSingle-year Grants
Research Field 土木材料・力学一般
Research InstitutionKYOTO UNIVERSITY

Principal Investigator

FUJII Manabu  Kyoto u., Faculty of Eng., Professor, 工学部, 教授 (30031074)

Co-Investigator(Kenkyū-buntansha) KOBAYASHI Kazuo  Osaka Inst.Tech., Faculty of Eng., Proffessor., 工学部, 教授 (10021586)
KAWAHIGASHI Tatsuo  Kinki U., Faculty of Environmental Science Research Assoc., 環境科学研究所, 助手 (10140310)
INOUE Susumu  Osaka Inst.Tech, Faculty of Eng., Assoc.Prof., 工学部, 助教授 (30168447)
HATTORI Atsushi  Kyoto U., Faculty of Eng., Research Assoc., 工学部, 助手 (30243067)
MIYAGAWA Toyoaki  Kyoto U., Faculty of Eng., Assoc.Prof., 工学部, 助教授 (80093318)
Project Period (FY) 1993 – 1995
KeywordsDesalination / Chloride Ion / Beam / Flexral Failure / Shear Failure / Wrap splice / Bond Strength
Research Abstract

In this study, influence of desalination on load carrying behavior of reinforced concrete beam was investigated. Main results obtained from this study are as follows :
(1) Flexural load bearing capacity of the beam, which was designed to fail in flexural mode with shear reinforcement arranged and the concrete of which included chloride ion 8.0kg/m^3 did not affected by eight weeks desalination treatment, although deflection at maximum load was enlarged.
(2) Strength and deflection of the beam which was designed to fail in shear failure without shear reinforcement significantly increased by eight weeks desalination treatment. This may be caused by degradation of bond strength between concrete and steel bar due to desalination and consequently ideal tide arch mechanism was initiated.
(3) The beam with wrap splice showed decrease in strength with eight weeks desalination application.

  • Research Products

    (2 results)

All Other

All Publications (2 results)

  • [Publications] 上田隆雄、宮川豊章、藤井学、芦田公伸: "デザリネーションが鉄筋の付着挙動に与える影響" コンクリート工学年次論文報告集. 16. 1007-1012 (1994)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Takao Ueda, Atsushi Hattori, Susumu Ioue, Toyoaki Miyagawa, Manabu Fujii, Masanobu Ashida: "Influence of Desalination on Bond Beharior between Conctote and Beinoforcing Stool" Proc. of Intl. Conf. on Concrete ander Severed Conditions. 625-634 (1995)

    • Description
      「研究成果報告書概要(和文)」より

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Published: 1997-03-04  

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