大同市平城街西延双向非对称独塔斜拉桥设计
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    摘要:

    背景工程为山西省大同市平城街西延主线主桥,该桥跨既有铁路编组站及多股重要铁路线。重点介绍主线特大桥结构设计与计算,采用双向非对称独塔中央索面斜拉桥,跨径布置为(41+50+163)m,塔柱及主梁均为钢混凝土混合结构,为减少对铁路的影响,采用了转体施工。经总体静力、局部及动力计算分析,结果表明该桥结构设计合理,施工安全可靠。可为同类桥梁的设计施工提供参考和借鉴

    Abstract:

    The background project is the main bridge of pingcheng Street west extension in Datong city, Shanxi Province, which spans both railway marshalling yards and several important railway lines. This paper mainly introduces the structural design and calculation of the main line super large bridge, which adopts the bi-directional asymmetric single tower central cable plane cable-stayed bridge, the span layout is (41+50+163) m, the tower column and the main beam are steel concrete mixed structure, in order to reduce the influence on the railway, adopts the construction of rotating body. The results of static, local and dynamic calculation show that the structure design is reasonable and the construction is safe and reliable. It can provide reference for the design and construction of similar Bridges.

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吴用贤.大同市平城街西延双向非对称独塔斜拉桥设计[J].城市道桥与防洪,2023,(2):59-62.

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  • 收稿日期:2022-03-18
  • 最后修改日期:2022-04-22
  • 录用日期:2022-04-25
  • 在线发布日期: 2023-03-05
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