
The Research Progress on Lifting Technique of 120 m Span Steel Roof Truss
Author(s) -
Hanshi Lu,
Minming Lu
Publication year - 2016
Publication title -
concrete works
Language(s) - English
Resource type - Journals
ISSN - 2251-3329
DOI - 10.18686/wc.v4i4.12
Subject(s) - truss , roof , span (engineering) , structural engineering , engineering , factory (object oriented programming) , steel frame , life span , frame (networking) , mechanical engineering , computer science , gerontology , medicine , programming language
Assembling and mounting of steel truss of super large span roof are analyzed. Steel truss factory prefabricated parts are used. An overall jig frame is sectionally assembled on site and lifted after being assembled in sections. Then, it is assembled in place in a mode that a temporary support jig frame is erected on site, so that large lifting and transportation equipment can be reduced. Thus, the cost is saved and the construction period is shortened.