Fire Resistance Properties of High Strength Concrete Made with Various Admixture Types and Fiber Content

혼화재 종류 및 섬유 혼입률 변화에 따른 고강도 콘크리트의 내화특성

  • 장기현 (청주대학교 건축공학과) ;
  • 배장춘 (청주대학교 건축공학과) ;
  • 김호림 ((주)한성종합기술단건축사사무소 기술연구소) ;
  • 지석원 (두산건설(주) 기술연구소) ;
  • 양성환 (인천전문대학 건축과) ;
  • 한천구 (청주대학교 건축공학부)
  • Published : 2007.04.28

Abstract

This study investigates the fire resistance properties of high strength concrete, around 60MPa class, designed with various admixture types and fiber content. Test showed that the increase of fiber content decreased the fluidity and slightly inclined the air content of fresh concrete. However, the fiber content in concrete did not affect the compressive strength. For the addition of admixture, specimens adding the shrinkage-reducing-agent (SR) indicated the strength value at 70MPa, which is followed by incorporating silica fume (SF) at 66MPa, the combination of expansive admixture (EA) and SR at 63MPa, only EA at 59MPa, blast furnace slag (BS) at 58MPa and fly ash (FA) at 50MPa in an order. After completing the fire test, all specimens adding 0.05vol.% of polypropylene fiber exhibited protection of spatting, except for the specimens incorporating loft of SF and incorporating 20% of SF with only SR and the combination of EP and SRA, respectively. Therefore the most effective result of this study was shown in the specimens incorporating love of FA and 30% of BS and incorporating 20% of SF with 5 % of EA. It is expected that this test results will be crucial references in near future to develope the spatting resistance method of high strength concrete.

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