Characteristic of Chloride ion Diffusion in Mortar According to the Substitution Ratios of the Additive

혼합재 치환율에 따른 모르타르의 염소이온 확산 특성

  • 양승규 (쌍용양회공업(주) 기술연구소 콘크리트연구실) ;
  • 정연식 (쌍용양회공업(주) 기술연구소 콘크리트연구) ;
  • 이웅종 (쌍용양회공업(주) 기술연구소 콘크리트연구) ;
  • 유재상 (쌍용양회공업(주) 기술연구소 콘크리트연구) ;
  • 이종열 (쌍용양회공업(주) 기술연구소)
  • Published : 2002.10.01

Abstract

Chloride ions have a tendency to penetrate into concrete and proceed the corrosion by depassivating rebar surface. Thus the deteriorated concrete is subject to experience severe degrading of durability under marine environment. Physical properties of mortar, such as, compressive strength and penetration depth of chloride ion were investigated. And to investigate the effect of containing SG, FA in mortar, the diffusion coefficient of chloride was measured through an electro - migration test. The diffusion coefficient of chloride was decreased with the increase of replacement ratio of SG compared with plain specimen.

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