Development of Connection between CFT Prefounded Column and Slab

CFT 선기초기둥과 슬래브 접합부 개발

  • 송지윤 (연세대학교 건축공학과 첨단구조연구실) ;
  • 임홍철 (연세대학교 건축공학과) ;
  • 김승원 (뉴테크 구조기술사사무소) ;
  • 김동건 (뉴테크 구조기술사사무소) ;
  • 강승룡 (뉴테크 구조기술사사무소) ;
  • 정미라 (연세대학교 건축공학과 첨단구조연구실)
  • Published : 2008.11.14

Abstract

For the construction of Top-Down structures, it is crucial to have a solid connection between prefounded columns and slabs. This paper presents a new construction method for the connection when using a circular Concrete Filled Tube (CFT) as a prefounded column as an alternative to currently using wide flange type columns. The development of shear studded jackets along with a shear band suitable for the circular shape of the column has been made. The details and mechanism of the connection is explained together with the results of experiments which verified the structural integrity of the connection.

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