ERECTION TECHNOLOGY OF LARGE SPAN CHORD -TENSION TRUSS STRUCTURE FOR HARBIN INTERNATIONAL EXHIBITION CENTER

Huang Mingxin; Qian Weijun; Huang Kailong; Chen Bin; Mao Cheng

doi:10.13204/j.gyjz200709007

Volume 37 Issue 9

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(9): 41-44

Huang Mingxin, Qian Weijun, Huang Kailong, Chen Bin, Mao Cheng. ERECTION TECHNOLOGY OF LARGE SPAN CHORD -TENSION TRUSS STRUCTURE FOR HARBIN INTERNATIONAL EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 41-44. doi: 10.13204/j.gyjz200709007

Citation:

Huang Mingxin, Qian Weijun, Huang Kailong, Chen Bin, Mao Cheng. ERECTION TECHNOLOGY OF LARGE SPAN CHORD -TENSION TRUSS STRUCTURE FOR HARBIN INTERNATIONAL EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 41-44. doi: 10.13204/j.gyjz200709007

Citation:

Huang Mingxin, Qian Weijun, Huang Kailong, Chen Bin, Mao Cheng. ERECTION TECHNOLOGY OF LARGE SPAN CHORD -TENSION TRUSS STRUCTURE FOR HARBIN INTERNATIONAL EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 41-44. doi: 10.13204/j.gyjz200709007

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ERECTION TECHNOLOGY OF LARGE SPAN CHORD -TENSION TRUSS STRUCTURE FOR HARBIN INTERNATIONAL EXHIBITION CENTER

doi: 10.13204/j.gyjz200709007

1.
1. Changjiang &Jinggong Steel Structure(Group) Co.,Ltd Shaoxing 312030;
2.
2. Architectural Design Institute in Zhejiang Province Hangzhou 310006

Received Date: 2007-05-28
Publish Date: 2007-09-20

Abstract

Abstract

The erection technologies of large span chord -tension truss structure for Harbin International Exhibition Centerare introduced. Which include the organization of construction, the splicing and erectiontechnology of large span andweightchord -tension truss, the sliding technology of truss in different bearing level, the tension and analysis technology of prestresscable, the application of cast steel products etc, which provides experience for erection of steel structures in the future.
- large span chord -tension truss,
- sliding,
- prestress cable,
- erection technology