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
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
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
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
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.
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