崔军, 孙炳楠, 楼文娟, 杨骊先. 钢管混凝土桁架拱桥模型试验研究[J]. 工程力学, 2004, 21(5): 83-86.
引用本文: 崔军, 孙炳楠, 楼文娟, 杨骊先. 钢管混凝土桁架拱桥模型试验研究[J]. 工程力学, 2004, 21(5): 83-86.
CUI Jun, SUN Bing-nan, LOU Wen-juan, YANG Li-xian. MODEL TEST STUDY ON CONCRETE FILLED STEEL-TUBE TRUSS ARCH BRIDGE[J]. Engineering Mechanics, 2004, 21(5): 83-86.
Citation: CUI Jun, SUN Bing-nan, LOU Wen-juan, YANG Li-xian. MODEL TEST STUDY ON CONCRETE FILLED STEEL-TUBE TRUSS ARCH BRIDGE[J]. Engineering Mechanics, 2004, 21(5): 83-86.

钢管混凝土桁架拱桥模型试验研究

MODEL TEST STUDY ON CONCRETE FILLED STEEL-TUBE TRUSS ARCH BRIDGE

  • 摘要: 淳安南浦大桥为一净跨径308m中承式钢管混凝土桁式拱桥,宽跨比较小,该桥拱肋的横向稳定是桥梁安全性的关键,介绍了该桥整桥模型试验的主要过程,包括试验模型的设计、加载系统,给出了全桥、半跨、水平加载等六种工况下模型试验的主要结果,得出的结论可供该类桥梁设计和施工参考。

     

    Abstract: Chunan Nanpu Bridge is a concrete filled steel-tube half-tied through-arch bridge. The span is 308 meters and the widthto span ratio is small. The stability of arch ribs is of major bridge safety concern. In this paper, the global model test process of Nanpu Bridge is introduced, including design of test model, loading system, main results of the test. The educed conclusion is believed to be useful for reference in design and construction.

     

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