Scaling Deterioration of Concrete due to Deicing Salt

동결방지제에 의한 콘크리트의 스케일링 열화

  • 김규용 (삼성물산(주) 기술본부 기술연구소) ;
  • 박찬규 (삼성물산(주) 기술본부 기술연구소) ;
  • 김한준 (삼성물산(주) 기술본부 기술연구소) ;
  • 손유신 (삼성물산(주) 기술본부 기술연구소) ;
  • 이승훈 (삼성물산(주) 기술본부 기술연구소)
  • Published : 2005.05.01

Abstract

Decing agent with chloride promote frost damage of concrete structure in winter period. From the safetyside, however, it is difficult to stop using chloride. Therefore, the durable concrete is required from now on. In this paper, long-term freezing and thawing test was carried out using the freezing water containing $CaCl_{2}$ to consider the concrete scaling according to the kind of binders, such as OPC, Flyash, Slag+Fa. and Slag As a result, it was found that the degree of scaling is different with containing slag being considered to prevent the penetration chloride ion and according to each binders.

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