Drying Shrinkage and Strength Properties of Polymer-Modified Mortars Using Redispersible Polymer Powder

재유화형 폴리머 분말수지 혼입 폴리머-시멘트 모르타르의 건조수축 및 강도특성

  • 연규석 (강원대학교 지역기반공학과) ;
  • 주명기 (주성대학 콘크리트 보수 보강 재료연구소) ;
  • 정중호 (강원대학교 지역기반공학과 대학원) ;
  • 김성기 (강원대학교 지역기반공학과 대학원) ;
  • 이지원 (강원대학교 지역기반공학과 대학원)
  • Published : 2005.05.01

Abstract

Drying shrinkage and strength of the redispersible SBR and PAE powder-modified mortars were experimentally investigated. Results of the study that the drying shrinkage rapidly increased until 7 days of age and it was then saturated to the value of about $1\~2\times10^{4}$ after 14 days. It turned out that the polymer-cement ratio exerted more influence on the drying shrinkage than the content of powder shrinkage-reducing agent did. Flexural (compressive) strength of the mortar increased (decreased) as the polymer-cement ratio increased and it was 7$\~$11 (23$\~$39) MPa at 7 days of age. The average (maximum) increasing (decreasing) rate turned out to be about 10 (30) $\%$. As in the drying shrinkage case, the polymer-cement ratio exerted more influence on both flexural and compressive strengths than the content of powder shrinkage agent did.

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