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广州解放大桥主桥拱肋整体吊装静力分析
引用本文:李树光,周先雁. 广州解放大桥主桥拱肋整体吊装静力分析[J]. 湖南城市学院学报(自然科学版), 2001, 0(4)
作者姓名:李树光  周先雁
作者单位:广州隧道开发公司,湖南城建高等专科学校 广东 广州510130,湖南 益阳413000
摘    要:近10年来,我国钢管混凝土拱桥建设发展迅猛,已建成的跨度大于80m的约有40多座,而无风撑下承式系杆拱桥仅2座,广州解放大桥是其中之一,并首次采用整体吊装施工方法.本文结合该大桥的施工实践,重点对单片钢管拱肋两点整体吊装的结构受力进行了静力计算及分析.

关 键 词:系杆拱桥  吊装  静力分析

Static Analysis About Single Arch Rib in Hoisting of Jiefang Bridge in Guangzhou
LI Shu-guang,ZHOU Xian-yan. Static Analysis About Single Arch Rib in Hoisting of Jiefang Bridge in Guangzhou[J]. Journal of Hunan City University:Natural Science, 2001, 0(4)
Authors:LI Shu-guang  ZHOU Xian-yan
Abstract:The construction of Concrete Filled with Steel Tubular (CFST) arch bridge has been developed in the last ten years in our country. Although about 40 bridges whose spans are larger than 80 meters are constructed, there are only two through tied-arch bridges without wind bracing, including Jiefang Bridge in Guangzhou. It is well known that the integral hoisting construction method is firstly applied to this bridge. Then, the authors puts emphasis on the static calculation and analysis of two points integral hoisting construction method in single CFST arch rib in the paper associating with the construction practice of the bridge.
Keywords:tied-arch bridge  hoisting  static analysis
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