Effect of Mixer on the Performance of Ultra-High Strength Steel Reinforced Concrete

초고강도 강섬유 보강 콘크리트의 성능에 미치는 믹서의 영향

  • 박정준 (한국건설기술원 구조연구부) ;
  • 고경택 (한국건설기술원 구조연구부) ;
  • 류금성 (한국건설기술원 구조연구부) ;
  • 강수태 (한국건설기술원 구조연구부) ;
  • 김성욱 (한국건설기술원 구조연구부) ;
  • 한상묵 (금오공과대학교 토목공학과)
  • Published : 2006.05.11

Abstract

Generally the ultra-high strength steel reinforced concrete has rich mix composition composed of high-strength type mineral admixtures and as a result of very low water-binder ratio(about under w/b=25%), it reveals ultra-high compressive strength(about over 100Mpa). Also, in order to obtain sufficient toughness after construction, we usually mix a large quantity steel fiber with ultra-high strength steel reinforced concrete therefore we must use proper mixer for workability. When we make the ultra-high strength steel reinforced concrete we need more long mixing time or much super-plasticizer than when we manufacture normal concrete. These bring about economical problems and performance deterioration. Therefore, in this study, in order to manufacture easily ultra-high strength steel reinforced concrete we develope a dedicated mixer for ultra-high strength steel reinforced concrete with high speed type. It carried out the examination for comparison between the dedicated and general type mixer, the analysis and counterplan of the point at issue when we manufacture ultra-high strength steel reinforced concrete by the dedicated mixer.

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