Performance of Latex Modified Cementitious Repair material for Concrete Structures

콘크리트 보수용 라텍스 개질 시멘트계 보수 재료의 특성

  • 이상우 ((주) 승화이엔씨 기술연구소) ;
  • 박성기 ((주) 승화이엔씨 기술연구소) ;
  • 성상경 ((주)승화이엔씨 기술연구소) ;
  • 이재영 (건국대학교 대학원) ;
  • 김완영 (한국수자원공사 수자원연구원)
  • Published : 2006.05.11

Abstract

The purpose of this study was to evaluate a performance of latex-modified repair material applied to the substrate concrete. The experimental variables were latex-cement ratios (5, 10, 15%), polymer(0.5%, 1%) and admixtures. The flow, air content, compressive strength, flexural strength were tested. Test results showed that compressive and flexural strength decreased by adding hydroxyethyl cellulose and increasing water-binder ratio. The compressive and flexural strength were increased when addition of defoamer.

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