Rapid Corrosion Test on Reinforcing Steels in Chlordie-Penetrating Structures with Various Crack Patterns

염화물 침투 콘크리트의 균열 특성에 따른 철근 부식에 관한 연구

  • 류금성 (한국 건설기술연구원 토목연구부) ;
  • 유환구 (중앙대학교 건설대학교 토목공학과) ;
  • 김국환 (한국도로공사 도로연구소) ;
  • 이상국 (한국도로공사 도로연구소) ;
  • 정영수 (중앙대학교 지구환경시스템공학과)
  • Published : 2000.04.01

Abstract

Reinforced concrete is in general, known as high durability construction material under normal environments due to strong alkalinity of cement. It is, however, well known that moderate or minor cracks in reinforced concrete should be most serious causes to deteriorate the durability of RC structures. Futhermore, chloride contents penetrating through unexpected cracks in reinforced concrete bridges get to weaken corrosion resistance of reinforcement steel in concrete and then to accelerate the deterioration of concrete durability. The objective of this experimental research is 1) to evaluate the effect of various corrosion protection systems for reinforced concrete specimens with moderate or minor cracks which are exposed to cyclic wet and dry seawater, and then 2) to develop effective corrosion protection systems for reinforced concrete bridges under the exposure of various detrimental environments such as seawater, deicing and etc.

Keywords