Mix Design of Exposed Concrete Wall using Self Compacting Concrete

노출 구조물 벽체에 적용하기 위한 무다짐 콘크리트의 최적배합설계

  • 손유신 (삼성물산(주)건설부문 기술연구소) ;
  • 이승훈 (삼성물산(주)건설부문 기술연구) ;
  • 김규동 (삼성물산(주)건설부문 기술연구) ;
  • 김한준 (삼성물산(주)건설부문 기술연구소)
  • Published : 2002.10.01

Abstract

The structure of Chosun-ilbo Boopyung factory was desined as exposed concrete. The self compacting concrete(non-vibrating concrete) must be applied to this case because the exposed concrete wall is very thin(200mm) and high(6m), Laboratory tests and semi mock-up test were performed for optimum mix design of the self compacting concrete. As a result, the optimum mixes were observed at the 3-component types(ope, fly-ash, slag powder) that Vp$\geq$0.175, Vw/Vp$\geq$0.95, W=170~175$kgf/m^3$ and B=500~540$kgf/m^3$ Based on this result. we make plan that the pilot productions of batcher plant, the full-scale mock up tests and site application.

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