Effect of Deicer on the Concrete and Steel

제설제가 콘크리트 및 강재에 미치는 영향

  • 이병덕 (한국도로공사 도로교통기술원) ;
  • 윤병성 (한국도로공사 도로교통기술원) ;
  • 이찬영 (한국도로공사 도로교통기술원) ;
  • 정영환 (제마코퍼레이션)
  • Published : 2005.11.01

Abstract

In this study, calcium chloride($CaCl_2$), sodium chloride (NaCl), organic acids-containing deicer(NS 40, NS 100), mixed deicier($NaCl\;70\%\;+\;CaCl_{2}\;30\%,\;NS\;40\;70\%\;+\;CaCl_{2}\;30\%,\;NaCl\;70\%\;+\;NS\;40\;30\%,\;NS\;40\;70\%\;+\;NaCl\;30\%$) is investigated based on the laboratory test for freez-thaw resistance of concrete and corrosion of metal. As a test results, in case of the use chloride-containing deicier in area that concrete structures has subjected to freez-thaw reaction in winter season, it showed desirable method that use deicing chemicals mixed with optimum ratio rather than use one deicing chemicals when is consider to deicing performance and effects, corrosion of steel materials, freez-thaw resistance of concrete. When use various deicing chemicals mixed, NS40($70\%$)+Calcium chloride($30\%$) showed the best effective method.

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