Effect of Fly-Ash on the Characteristic of Chloride ion Penetration in Concrete

플라이 애쉬 치환율에 따른 콘크리트의 염소이온 투과특성

  • 하재담 (쌍용양회공업(주) 기술연구소 콘크리트연구실) ;
  • 김태홍 (쌍용양회공업(주) 기술연구소 콘크리트연구) ;
  • 유재상 (쌍용양회공업(주) 기술연구소 콘크리트연구) ;
  • 이종열 (쌍용양회공업(주) 기술연구) ;
  • 박찬규 (삼성물산(주) 건설부문 기술연구) ;
  • 김상윤 ((주)대화 품질보증팀)
  • Published : 2002.10.01

Abstract

Cloride attack of concrete is one of the important causes of corrosion of reinforcing steel in concrete with carbonation and frost damage. In this paper, the effect of fly-ash on the cloride attack were investigated by varying water binder ratio and fly-ash contents according to the chloride ion penetrationa test. (ASTM C 1202-94) The principal conclusions from this research were as follows: 1) The compressive strength of concrete at large ages, depends more on $C_2$S contents of base cement than fly-ash contents. 2) On the other hand, the chloride ion penetration of concrete at large ages, principally depends on fly-ash contents and the influence of type of base cement is insignificant.

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