Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Corrosion of Steel in Concrete Deteriorated by Freezing/Thawing and Carbonation

동결융해 및 중성화를 받은 콘크리트의 철근 부식 특성

  • 정해문 (쌍용중앙연구소 콘크리트연구실) ;
  • 김종우 (쌍용중앙연구소 콘크리트연구실) ;
  • 이대근 (쌍용중앙연구소 콘크리트연구실) ;
  • 최광일 (쌍용중앙연구소 콘크리트연구실)
  • Published : 1997.10.01
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Abstract

Corrosion of steel reinforcing in concrete deteriorated by freezing/thawing and carbonation was characterized. Concrete specimens were prepared using various kinds of cements such as ordinary portland cement (type I), low heat portland cement (type IV, belite rich cement), sulphate resistance portland cement (type V), blast furnace slag portland cement and ternary blended cement. Of various cements, type V and type IV with lower $C_3A$ content revealed better steel corrosion resistance after freezing/thawing and carbonation. $C_3A$ content in cement might affect freezing/thawing resistance in sea water.

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