THE CONSTRUCTION TECHNOLOGY OF THE BEAM STRING STRUCTURE AND THE CABLE NET CURTAIN WALL FOR F3 BUILDING IN BEIJING FINANCE STREET

Li Mei; Du Yankai; Qin Jie; Li Guoli; Qian Yingxin; Zhao Qingli

doi:10.13204/j.gyjz200812006

Volume 38 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(12): 18-21

Yu Dong, Qu Linhai, Guan Chuanfu. CONSTRUCTION TECHNOLOGY OF LARGE-SPAN STEEL STRUCTURE FOR A GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 84-86. doi: 10.13204/j.gyjz200503028

Citation:

Li Mei, Du Yankai, Qin Jie, Li Guoli, Qian Yingxin, Zhao Qingli. THE CONSTRUCTION TECHNOLOGY OF THE BEAM STRING STRUCTURE AND THE CABLE NET CURTAIN WALL FOR F3 BUILDING IN BEIJING FINANCE STREET[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 18-21. doi: 10.13204/j.gyjz200812006

Yu Dong, Qu Linhai, Guan Chuanfu. CONSTRUCTION TECHNOLOGY OF LARGE-SPAN STEEL STRUCTURE FOR A GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 84-86. doi: 10.13204/j.gyjz200503028

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THE CONSTRUCTION TECHNOLOGY OF THE BEAM STRING STRUCTURE AND THE CABLE NET CURTAIN WALL FOR F3 BUILDING IN BEIJING FINANCE STREET

doi: 10.13204/j.gyjz200812006

1.
1. Beijing Building Construction Research Institute Beijing 100039;
2.
2. Beijing Mechanized Construction Company Beijing 100037

Received Date: 2008-08-20
Publish Date: 2008-12-20

Abstract

Abstract

F3 building is located at No.3 land block of F district in Beijing Finance Street. One-way beam string structure is used for the roof of the atrium while two-way single-layer cable net curtain wall is used for both sides of its roof. The specialized prestressing construction technology is adopted. According to the deepened design of construction,the simulated result of prestressing construction and site monitoring result during construction,the construction schemes of prestressing and steel structures are finally proposed.
- Beijing Finance Street,
- beam string structure,
- cable net of curtain wall,
- simulation calculation,
- prestressing construction technology

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References

杜彦凯,仝为民,秦杰,等.索网幕墙预应力控制技术.工业建筑,2008,38(12):1-4

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