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转体施工的两座大跨度钢管混凝土拱桥
引用本文:段美贵. 转体施工的两座大跨度钢管混凝土拱桥[J]. Prestress Technology, 2000, 4(1): 8-12
作者姓名:段美贵
作者单位:铁道部科学研究院西南分院
摘    要:本文介绍了三峡工程对外交通专用公路上两座净跨160m、采用转体法施工的钢管混凝土拱桥转体工艺设计、转体结构构造特点、施工全过程监测监控、通车试验以及针对特别细长的拱上立柱所作的压杆稳定模型试验。文中叙述了参与两桥实践的体会并提出了建议

关 键 词:拱桥  钢管混凝土  转体施工  施工监测  压杆稳定

Two large-span steel tube concrete arch bridges constructed by rotation
Duan Meigui. Two large-span steel tube concrete arch bridges constructed by rotation[J]. Prestress Technology, 2000, 4(1): 8-12
Authors:Duan Meigui
Abstract:This paper introduces the design of the transformation process, structural characteristics of the transformation structure, monitoring and control of the whole process of construction, traffic test, and the compression bar stability model test for the columns on the particularly slender arches on the special highway for external transportation of the Three Gorges Project, for the two bridges with a clear span of 160m, which were constructed by the transformation method. The paper describes the experience of participating in the practice of the two bridges and puts forward suggestions.
Keywords:Arch bridge   Steel-tube concrete   Rotary construction   Construction monitoring   Pressure bar stabilization
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