제설제 살포에 따른 콘크리트 포장의 염화물 침투특성

Characteristics of Chloride Penetration due to Sprinkle of the Deicing Salt on the Concrete Pavement

  • 박진호 (강릉대학교 토목공학과 대학원) ;
  • 김명유 (강릉대학교 토목공학과 대학원) ;
  • 양은익 (강릉대학교 토목공학과) ;
  • 이성태 (충청대학 건설환경시스템과) ;
  • 박해균 (삼성물산(주)건설부문 토목사업본부)
  • 발행 : 2005.11.01

초록

Deicing salt has been generally used for traffic safety in winter, and the amount is increasing every year. However, deicing salt may induce the decrease of bond strength, surface scaling, and environmental pollution, etc. the purpose of this paper is to suggest the fundamental data on safety and durability for concrete structures through the estimation of chloride concentration profile and chloride diffusion coefficient. According to the test results, the critical chloride concentration($0.9\~1.2kg/m^3$)was measured at depth $23\~30mm$, and the limit chloride concentration($0.3kg/m^3$)was reached to depth 40mm. Also the surface chloride amount indicates 3.45kg per concrete unit weight, and the results showed the possibility of corrosion by deicing salt penetration.

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