The Research Progress on Lifting Technique of 120 m Span Steel Roof Truss | Zendy

Hanshi Lu | Zendy; Minming Lu | Zendy

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The Research Progress on Lifting Technique of 120 m Span Steel Roof Truss

Author(s) -

Hanshi Lu,

Minming Lu

Publication year - 2016

Publication title -

world construction

Language(s) - English

Resource type - Journals

eISSN - 2315-4586

pISSN - 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.

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