ERECTION TECHNIQUE OF SPACE STEEL MEGA-TRUSS FOR THE NATIONAL STADIUM

Feng Yejian; Wei Yijin; Liu Zixiang

doi:10.13204/j.gyjz200701009

Volume 37 Issue 1

Dec. 2014

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Feng Yejian, Wei Yijin, Liu Zixiang. ERECTION TECHNIQUE OF SPACE STEEL MEGA-TRUSS FOR THE NATIONAL STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 30-33. doi: 10.13204/j.gyjz200701009

Citation:

Feng Yejian, Wei Yijin, Liu Zixiang. ERECTION TECHNIQUE OF SPACE STEEL MEGA-TRUSS FOR THE NATIONAL STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 30-33. doi: 10.13204/j.gyjz200701009

Feng Yejian, Wei Yijin, Liu Zixiang. ERECTION TECHNIQUE OF SPACE STEEL MEGA-TRUSS FOR THE NATIONAL STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 30-33. doi: 10.13204/j.gyjz200701009

Citation:

Feng Yejian, Wei Yijin, Liu Zixiang. ERECTION TECHNIQUE OF SPACE STEEL MEGA-TRUSS FOR THE NATIONAL STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 30-33. doi: 10.13204/j.gyjz200701009

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ERECTION TECHNIQUE OF SPACE STEEL MEGA-TRUSS FOR THE NATIONAL STADIUM

doi: 10.13204/j.gyjz200701009

1.
Beijing Chengjian Jinggong Steel Engineering Co.,Ltd Beijing 100012

Received Date: 2006-09-08
Publish Date: 2007-01-20

Abstract

Abstract

For the project of erecting the steel structures of the national stadium,the main truss was divided into two lifting elements,i.e.space 3-D truss and 2-D truss according to the actual conditions.Therefore,the multiport-butt of 3-D truss,as well as the stability of turning over 2-D truss were the difficulties of the lifting project.
- steel structures for the national stadium,
- space megatruss,
- gantry crane,
- three_unit lifting crane,
- erection technique