Influence of Ground Granulated Blast-Furnce Slag on Compressive Strength of Ultra-High Strength SFRCC

고로슬래그 미분말이 초고강도 SFRCC의 압축강도에 미치는 영향

  • 박정준 (한국건설기술연구원 구조연구부) ;
  • 고경택 (한국건설기술연구원 구조연구부) ;
  • 류금성 (한국건설기술연구원 구조연구부) ;
  • 강수태 (한국건설기술연구원 구조연구부) ;
  • 김성욱 (한국건설기술연구원 구조연구부)
  • Published : 2005.11.01

Abstract

In ultra-high strength SFRCC(Steel Fiber Reinforced Cementious Composites), much silica fume are used to improve strength, flowability and durability. Silica fume have merits of filling the voids, enhancement of reheological chracteristics, production of secondary hydrates by pozzolanic reaction in reactive powder concretes. However silica fume has been imported in high-cost in domestic industry, we need to investigate replaceable material in stead of silica fume in a view of economy Therefore, in this paper, in order to investigate replacement of silica fume in ultra-high strength SFRCC we used the granulate blast-furnce slag with finess 4000, 6000, 8000. As a results, we have evaluated that the bigger the finess the more increase compressive strength of ultra-high strength SFRCC using the blast-furnce slag and there was no problem from the viewpoint of flowability and compressive strength when we use blast-furnce $50\%$ with replacement ratio of silica fume

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