平南三桥北岸拱座基础方案比选
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广西交通设计集团有限公司 南宁市 530029

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U442.54

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Comparison of Arch Abutment Foundation on North Bank of Pingnan Third Bridge
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Guangxi Communications Design Group co.,Ltd

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    摘要:

    目前在复杂地质条件下大跨度拱桥多采用无推力的系杆结构,有推力的大跨度拱桥鲜有应用,相关研究较少。平南三桥是建造在复杂地质条件下的超大跨度有推力钢管混凝土拱桥,其中北岸拱座基础场地覆盖层厚、基岩埋藏较深,成为设计的关键。本文介绍了平南三桥北岸拱座基础方案的比选情况,为类似地质条件的大跨度拱桥设计提供借鉴和参考。

    Abstract:

    In the complex geological conditions, the long-span arch bridge mostly adopts the non thrust tie bar structure, and the large-span arch bridge with thrust is rarely applied, and the related research is less. Pingnan third Bridge is a super long span and thrust concrete-filled steel tube arch bridge built under complex geological conditions. The thick overburden layer and deep bedrock buried in the north bank abutment foundation site become the key points in the design. This paper introduces the comparison and selection of arch foundation scheme on the north bank of Pingnan third Bridge, which provides reference for the design of long-span arch bridge with similar geological conditions.

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  • 收稿日期:2021-08-02
  • 最后修改日期:2021-08-02
  • 录用日期:2021-09-08
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