Properties of Low Heat Portland(Belite Rich) Cement Concrete

저열 포틀랜드(벨라이트)시멘트 콘크리트의 특성

  • 하재담 (쌍용양회공업(주) 중앙연구소 콘크리트연구실) ;
  • 김기수 (쌍용양회공업(주) 중앙연구소 콘크리트연구실장) ;
  • 김동석 (쌍용양회공업(주) 중앙연구소 콘크리트연구실) ;
  • 구본창 (쌍용양회공업(주) 중앙연구소 콘크리트연구실 연구원) ;
  • 조계홍 (쌍용양회공업(주) 중앙연구소 콘크리트연구실) ;
  • 이동윤 (쌍용양회공업(주) 건자재사업팀)
  • Published : 1998.10.01

Abstract

Recently, it has been increased to construct massive concrete structures, like under-ground structure, offshore structure etc., ie. concrete construction have become larger and higher and are demanding lower heat concrete to prevent thermal cracking. It has been progressed to replace cements with fly-ash and slag to lower heat of hydration, but it is hard to control quality of the mineral admixtures in stage of adjusting of real construction. Application of low heat portland(Belite Rich) cement for the mass concrete is the best solution to satisfied those requirements. Here are explained the basic properties of fresh concrete as well as hardened concrete of using low heat portland cement(LHPC). Also, we compare the results of adiabatic temperature rise test using LHPC and OPC.

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