Experiments Research for Steel Corrosion of Reinforced Concrete Specimens in the Splash Zone

비말대 거치 철근콘크리트 시험체의 철근부식에 관한 연구

  • 이상국 (중앙대학교 건설대학 토목공학과 콘크리트 구조실험실 연구원) ;
  • 류금성 (중앙대학교 건설대학 토목공학과 대학원) ;
  • 정영수 (중앙대학교 건설대학 토목공학과) ;
  • 유환구 (한국도로공사 도로연구소 연구원) ;
  • 김국한 (한국도로공사 도로연구소 책임연구원)
  • Published : 1999.10.01

Abstract

Reinforced concrete is in general known as high durability construction material under normal environments due to strong alkalinity of cement. Marine and harbour concrete in the tidal and the splash zone at seashore are exposed to cyclic wet and dry saltwaters which cause to accelerate corrosion of reinforcing steel in concrete. If corrosion resistance of concrete gets to weaken due to carbonations and cracks in cover concrete, furthermore, concrete durability rapidly decreases by corrosion of reinforcement steel embedded in concrete. The objective of this study is to develop appropriate corrosion protection systems so as to enhance the durability of concrete by controlling the cover depth of concrete and by using corrosion inhibitors as concrete admixtures.

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