Influence of the Fine and Coarse Aggregate on the Fluidity of High Flowing Concrete

고유동콘크리트의 유동특성에 미치는 잔골재 및 굵은골재의 영향

  • 김규용 (충남대학교 건축공학과 대학원) ;
  • 이정율 (충남대 건축공학과 대학원) ;
  • 박선규 (충남대 건축공학과 대학원) ;
  • 정하선 (현대건설(주) 기술연구소, 이사·공학박사) ;
  • 이석홍 (현대건설(주) 기술연구소, 과장·공학박사) ;
  • 손영현 (현대건설(주) 기술연구소) ;
  • 김무한 (충남대 건축공학과 교수·공학박사)
  • Published : 1998.10.01

Abstract

Aggregate as the component of High Flowing Concrete has much influence on the properties of High Flowing Concrete according to the quality and condition because the aggregate occupy a lot of concrete volume. The shape and size of aggregate affect a lot spatial passibility and fillingability. The segregation is easy to occur when the rate of Fine aggregate is high so that Fluidity is much affected by aggregate factor. In this study, therefore, we try to understand the various fluidity according to the fine aggregate of standard grade rang, the size of Coarse aggregate and the rate of fine aggregate to confirm the manufacturing possibility of High Flowing Concrete by examination on the influence of fresh state of high flowing concrete such as flowability, reinforcement passibility, fillingability, segregation resistance.

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