Properties of Cement Mortar according to the Kinds and Adding Ratio of Recycling Water-Stabilizing Agent

회수수 안정화제 종류 및 혼입률 변화에 따른 시멘트 모르타르의 특성

  • 정덕우 (청주대학교 대학원) ;
  • 김광화 (청주대학교 대학원) ;
  • 이문환 (한국건설기술연구원 건축연구부) ;
  • 이세현 (한국건설기술연구원 건축연구부) ;
  • 한천구 (청주대학교 건축공학부)
  • Published : 2003.11.01

Abstract

This study discusses the fundamental properties of cement mortar with the kinds and adding ratio of stabilizing agent of recycled water. According to the results, fluidity and air content hardly make difference by the kinds and adding ratio of stabilizing agent. When recycled water is used, setting time is shortened slightly in comparison with plain mortar because of an increase of fine particle. And it is similar to the use of recycled water in the case of A, Band D(stabilizing agent), but shortened significantly in the case of C. Also, it does not show difference with variation of the adding ratio, but as the adding ratio increases, it approach to the value of plain mortar. When recycled water is used, compressive strength is similar to plain concrete, and it shows the larger value in order of D, C and A. As the adding ratio of stabilizing agent increases, it decreases at 3days, but increases at 7 and 28days. However, at the adding ratio of 0.5%, it decreases, instead. Length change ratio by drying shrinkage increases in the case of B in comparison with plain mortar, but is similar to plain mortar in the other stabilizing agent. As the adding ratio of stabilizing agent increases, it decreases, however, increases at the adding ratio of 0.5%

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