A Study on the Chloride ion Penetration Characteristic of Concrete containing Ground Granulated Blast Furnace Slag

고로슬래그미분말 치환 콘크리트의 염화물 침투특성에 관한 연구

  • 김현수 (한양대학교 대학원 건축공학과) ;
  • 지남용 (한양대학교 건축공학부)
  • Published : 2001.05.01

Abstract

There are two types of chloride in concrete; one is added as concrete materials' chloride when concrete's mixing, and .the other is penetrated from the air and sea water in the sea-shore area. These chlorides penetrate into concrete, and they are accumulated inside the concrete with aging. This study aimed to evaluate the chloride ion penetration resistance of concrete containing GGBFS in the sea-shore area. Therefore, the specimens made with the replacement ratios(0, 0.30, 0.45, 0.60) of GGBFS were put into 3% NaCl solution according to the chloride accelerating test of JCI-SC3, and then investigated the weight changes, compressive strength, chloride ion with the depths of the specimens by aging. The result is that the diffusion coefficient of chloride ion is decreased with the increase of replacement ratios when compared to OPC

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