Rapid Corrosion Test on Marine Reinforcing Steel

부식촉진에 의한 해양.항만 철근 콘크리트 구조물의 철근 방식에 관한 실험적 연구

  • 정근성 (중앙대학교 대학원 토목환경공학과) ;
  • 문홍식 (중앙대학교 대학원 토목환경공학과) ;
  • 송호진 (중앙대학교 대학원 토목환경공학과) ;
  • 이상국 (중앙대학교 대학원 토목환경공학과) ;
  • 정영수 (중앙대학교 건설대학 토목공학과)
  • Published : 2001.11.01

Abstract

Recently long-span bridges, such as Kwang-Ahn Grand bridge, Seo-Hae Grand Bridge, Young-Jong Grand Bridge, etc, have been designed and constructed near the shore. It needs to maintain the durability of marine concrete structures which are exposed to severe chloride environments. It is well known that corrosion of reinforcement steels in concrete structure is the most important cause for the durability of concrete structure which can be controlled by systematic preparatory corrosion protection works for economic and safe infrastructures. Various corrosion protection systems have been used for the corrosion protection of reinforcement steels from detrimental chemical components such as chloride, sulphate and etc. Since chloride can be penetrated into concrete in a variety way, an effective method has to be adopted by taking into full economical aspects and technical data of each protection system. The objective of this experimental study is to investigate the corrosion behavior of reinforcing steel in laboratory concrete specimens which are exposed to cyclic wet and dry saltwater, and then to develop pertinent corrosion protection system, such as corrosion inhibitors and cathodic protection for reinforced concrete bridges exposed to chloride environment. Resistance of various corrosion inhibitors and impressed current system have been experimentally evaluated under severe environmental conditions, and thus effective corrosion protection systems could have been Practically developed for future concrete construction.

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