The Study on the Optimum Mix Design of the High-Strength Concrete in Site

고강도 콘크리트의 현장최적배합에 관한 연구

  • 이상수 ((주)대우건설기술연구소) ;
  • 원철 ((주)대우건설기술연구소) ;
  • 김동석 ((주)대우건설기술연구소) ;
  • 안재현 ((주)대우건설기술연구소) ;
  • 박칠림 ((주)대우건설기술연구소)
  • Published : 1996.10.01

Abstract

In this paper, the properties of high-strength concrete are described with respect to materials and mix conditions(water-cement ratio, chemical admixture, replacement of fly ash). As primary purposes of this study, the optimum mix design method of high-strength concrete to decrease unit cement contents is investigated, and the properties of fresh and hardened concretes are tested in terms of slump, air content and compressive strength. As results of this study, workability and strength development of the high-strength concrete depend on the water-cement ratio, replacement ratio of fly ash and dosage of the chemical admixture. The conditions which are proposed optimum mix design of the high-strength concrete show W/C 37%, S/A 42~45% and unit cement content 470~480kg/$\textrm{m}^3$. Based on the results, the applicability of high-strength concrete in site is clearly proved.

Keywords