Experimental Study on Watertightness Properties of Concrete Using Fluosilicates Based Composite

규불화염계 복합 조성물을 사용한 콘크리트의 수밀특성에 관한 실험적 연구

  • 정원섭 (한국전력공사 전력연구원) ;
  • 박동수 (한국전력공사 전력연구원) ;
  • 권기주 (한국전력공사 전력연구원) ;
  • 김정우 ((주)한국동서발전 건설처 토건기술팀) ;
  • 김도수 ((주)트라이포드)
  • Published : 2008.04.24

Abstract

Large area members such as foundation concrete of underground structures in power plants have an effect on structural stability and durability of the structure due to danger of crack occurrence and shrinkage crack that occur owing to the difference of temperature by heat of hydration between inside and outside of the members at initial age. And a construction for waterproofness is performed additionally to protect marine structures from osmosis of seawater because the structures adjoin below the surface of sea. So, if a rise of the heat of hydration, crack, and corrosion of bars are controled effectively using a composite such as fluosilicate salt in concrete production process of a initial construction, expenses are cut down and construction hours are reduced by securing durability through improvement of watertightness. The property tests of adiabatic temperature by hydration are carried out at initial age about standard concrete and test concrete using a fluosilicate salt composite to evaluate an effect on improvement of watertightness for concrete structures in this study. And the experiments such as a permeability test of hardened concrete, a water absorption test, a compression strength test and a elongation test are carried out and the results from these are described.

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