桂江特大桥深水承台双壁钢围堰设计与施工
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李军(1981—), 男, 硕士, 高级工程师, 从事设计管理工作。

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TU753

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Design and Construction of Double-walled Steel Cofferdam for Deep Water Base Slab of Guijiang Grand Bridge
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    摘要:

    苍昭高速公路桂江特大桥主桥桥墩承台钢围堰施工水深超过了15 m,且河床覆盖层为中风化岩层,岩层坚硬,河床地形高差大,坡比陡,为施工带来极大困难。采用钻孔爆破+孔间微差爆破等多项技术,保证了钢围堰的精准下放和施工安全。利用有限元软件MIDAS Civil对钢围堰施工阶段的受力进行了分析,保证了钢围堰施工阶段的安全性。分析结果表明,钢围堰各施工阶段强度和变形满足施工和规范要,可为后续类似工程提供参考。

    Abstract:

    The water depth for the construction of the steel cofferdam of the main bridge pier base slab of the Guijiang Special Bridge on Cangzhao Expressway exceeds 15 m, and the riverbed overburden is composed of moderately weathered rock layers, which are hard. The riverbed terrain has a large elevation difference and a steep slope ratio, which brings great difficulties to the construction. Multiple techniques such as drilling blasting and micro-differential blasting between holes are adopted to ensure the precise lowering and construction safety of the steel cofferdam. The finite element software MIDAS Civil is used to analyze the stress of steel cofferdams during the construction in order to ensure the safety of steel cofferdam. The analysis results indicate that the strength and deformation of the steel cofferdam at each construction stage meet the requirements of construction and specifications, which provides a reference for similar projects in the future.

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李军, 韩小龙, 杨相展.桂江特大桥深水承台双壁钢围堰设计与施工[J].城市道桥与防洪,2026,(3):268-271.

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  • 收稿日期:2025-06-18
  • 最后修改日期:2025-08-21
  • 录用日期:2025-09-07
  • 在线发布日期: 2026-03-20
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