DOI QR코드

DOI QR Code

부분 무기둥 비계구조 골조 거동에 관한 실험적 연구

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

  • 손기상 (서울과학기술대학교 안전공학과) ;
  • 정희종 (서울과학기술대학교 안전공학과)
  • 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)
  • 투고 : 2012.03.12
  • 심사 : 2013.04.10
  • 발행 : 2013.08.31

초록

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.

키워드

참고문헌

  1. Ministry of Labor, "Rules for Industrial Safety and Health, pp. 359-402", www.moel.go.kr, 2012.
  2. T. G. Kim, "Resistant Countermeasures for Building and Seismic Status in Korea", Housing and Urban, Vol. 84, pp. 61-62, 2005.
  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.