화재가열을 받은 고강도 콘크리트를 충전한 CFT 기둥의 내화성능 평가에 관한 실험적 연구

An Experimental Study on the Evaluation of Fire-Resist Performance of High-Strength Concrete Filled steel Tube Column at Fire

  • 이형준 (충남대학교 건축공학과) ;
  • 이태규 (충남대학교 건축공학과) ;
  • 김영선 (충남대학교 건축공학과) ;
  • 한희철 (삼성물산(주) 건설부문, 건축사업본부) ;
  • 김규용 (충남대학교 공과대학 건축공학과) ;
  • 김무한 (충남대학교 공과대학 건축공학과)
  • 발행 : 2008.05.09

초록

Recently, it increases in use of CFT(Concrete filled steel tube, below CFT) that is an excellent internal force and deformation capacity because material and method are required to be diversification and High-Performance according to increase the super-high structure. And it is proposed to use high-strength Concrete Filled steel Tube Column. But it is difficult quantitative evaluation about fire-resist performance of CFT because steel tube bind concrete. Also, the case of high strength CFT is feared that spalling occur inside. Therefore, this study made CFT specimen that determine the factor(which is strength of concrete) and then CFT column was exposed to heating controlled as closely as possible the ISO-834 standard fire curve. Also, it tried to analyze internal temperature through nonlinear transient heat flow analysis.

키워드