장경간 PSC Beam 교량을 위한 고강도콘크리트의 개발에 관한 연구(II)

A Study on the Development of High Strength Concrete for Long Span PSC Beam Bridge(II)

  • 백상현 (쌍용양회공업(주) 중앙연구소 콘크리트연구실 연구원) ;
  • 이형준 (한국도로공사 도로연구소 콘크리트구조연구실 책임연구원) ;
  • 김기수 (쌍용양회공업(주) 중앙연구소 콘크리트연구실 책임연구원) ;
  • 엄태선 (쌍용양회공업(주) 중앙연구소 콘크리트연구실 책임연구원) ;
  • 정원기 (동아건설산업(주) 연구소 토목구조팀 부부장 책임연구원) ;
  • 황은영 (동아건설(주) 연구소 토목구조팀 연구원)
  • 발행 : 1998.10.01

초록

In the present study, the high strength concrete which is adequate for the long span PC beam above 40 meters has been developed. The optimum cement for high strength concerete was selected through laboratory tests and in-situ mock-up applications. The optical concrete mix design was performed, and the properties of fresh concrete and hardened concrete have been investigated. These results of laboratory study are analized and compared to domestic and foregn design codes and specifications. Finally, the developed high strength concrete was applied to half-scale PSC beams and showed good applicability in field conditions. It is conclude that hte developed high strength concrete can be applied to civil and architectural structures in the field applications.

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