A Study on the Freeze-Thaw Resistance of Water-permeable Concretes

투수성 콘크리트의 동결융해 저항성에 관한 연구

  • 은재기 (전북대학교 건축공학과) ;
  • 김완기 (전북대학교 건축공학과 강사, 공박, 공업기술연구소) ;
  • 소양섭 (전북대학교 건축공학과 강사, 공박, 공업기술연구소)
  • Published : 2000.10.01

Abstract

The purpose of this study is to examine the resistance of water-permeable concretes to freezing and thawing action. The water-permeable concretes with cement-aggregate ratio of 1:5.5(by weight) and two kinds of admixture content [SP : superplasticizer(0, 1.0%), HPAE : high performance air entraining agent(0.5, 1%)] used OPC(ordinary portland cement) as binder were prepared, and then tested for relative dynamic modulus of elasiticity, mass change, length change and durablity factor. It's been concluded from the test results that the superior relative dynamic modulus of elasiticity and durability factor of water-permeable concretes were obtained at superplaciticizer 1.0% after 300 cycles. The water-permeable concretes used superplasiticizer 1.0% having relative durability factor of 88% after 300 cycles.

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