Strength Property and Freeze-Thaw Resistance of High Strength Concrete using Expansive Admixture

팽창성 혼화재를 사용한 고강도콘크리트의 기초물성 및 동결융해저항특성

  • 문한영 (한양대학교 토목공학과) ;
  • 김병권 (현대건설(주) 기술연구소) ;
  • 하주형 (현대건설(주) 기술연구소)
  • Published : 2004.11.01

Abstract

Up to now, many researches have been performed md verified that many properties of concrete can be improved by using mineral admixtures such as blast furnace slag, silica fume, and expansive admixture. But it is not clear whether there is any need for entraining air to make a high strength concrete using expansive admixture and mineral admixtures to insure enough freeze-thaw resistance. this paper presents the strength and durability properties of high strength concrete using expasive admixtures and industrial by-products. It was observed from the test results that very high strength concrete$(W/B=20\%)$ is not needed to be air entrained and high strength concrete$(W/B=30\%)$ using expansive admixture and mineral admixtures is needed to be entrained $2\~4\%$ air.

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