Study about cracking reducing of the concrete by utilizing fiber-reinforced admixture

섬유보강재 혼입비율 및 길이에 따른 콘크리트 균열제어에 관한 연구

  • 김대건 (삼성에버랜드 건축 ENG그룹) ;
  • 최상환 (삼성에버랜드 건축 ENG그룹) ;
  • 문경식 (삼성에버랜드 건축 ENG그룹) ;
  • 조만기 (청주대학교 건축공학과) ;
  • 한민철 (청주대학교 건축공학과) ;
  • 한천구 (청주대학교 건축공학과)
  • Published : 2014.05.29

Abstract

Nowadays, as to increased the workability of the press concrete and decrease the cracking, the fiber-reinforced admixture has been widely used. As the low adhesion force between the paste and fiber-reinforced admixture, it was considered as could not be used in the structure. Even more, as the loss of flowability and the exposure of the fiber, further study is needed. In this study, as the different environment and position of the building, the dosages of the fiber-reinforced admixture has also been changed. The fundamental properties and cracking of fiber-reinforced concrete have been tested.

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