An Experimental Study on the Behavior of Scaffolding System without a Part of Column

부분 무기둥 비계구조 골조 거동에 관한 실험적 연구

  • Son, Ki-Sang (Department of Safety Engineering, Seoul National University of Science and Technology) ;
  • Jong, Jung Hee (Department of Safety Engineering, Seoul National University of Science and Technology)
  • 손기상 (서울과학기술대학교 안전공학과) ;
  • 정희종 (서울과학기술대학교 안전공학과)
  • Received : 2012.03.12
  • Accepted : 2013.04.10
  • Published : 2013.08.31


There is a critically structural problem of scaffolding system when one of scaffold columns is remove to be used as a gangway for their temporary office in the structure before finishing all such as an apartment or office building. This is not used to checking to structurally checking at a construction site. This study is to find out which system at a site will be more effective and low-cost-high effectiveness of aluminum ladder, timber ladder, ${\phi}$1/2 inch steel pipe truss with a type of concave, convex warren truss ladders. Theses are structurally tested with horizontal set as a truss type with 1.8 meter long. Concentrated load has been loaded at the upper center of the system and checked its strain at the bottom center, using aluminum-use strain gage and steel-use gauge have been attached concave warren truss with diameter 1/2 inch has 14% stronger than convex truss. Convex truss has almost same strength as an aluminum ladder truss, it is found out.


Supported by : 서울과학기술대학교


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  3. Y. C. NA, "an Experimental Study on the Resistant Capacity of Steel Scaffolding System", Masters Degree, Seoul National University of Science and Technology, pp. 32, 2007.