大跨度连续刚构桥墩基础钢管桩围堰施工技术研究
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1.长沙理工大学;2.贵州路桥集团有限公司

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Research on Construction Technology of Steel Pipe Pile Cofferdam for Pier Foundation of Long Span Continuous Rigid Frame Bridge
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1.Changsha University of Science &2.Technology;3.Guizhou Road and Bridge Group Co., Ltd.

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    摘要:

    深水河床地质条件下桥墩基础施工给围堰施工带来了新的挑战。本文结合贵州某特大桥桥墩基础施工特点及现场的地质条件,采用钢管桩围堰施工技术,对墩围堰最不利工况的受力进行分析,设计制作了墩桩围堰结构,其结构强度、封底混凝土抗浮及强度和围堰的整体稳定性均满足实际施工需要,本文分析方法可为类似工程提供参考。

    Abstract:

    The construction of bridge pier foundation under the geological conditions of deep-water riverbed brings new challenges to the construction of cofferdam. In this paper, combined with the construction characteristics of the pier foundation of a super large bridge in Guizhou and the geological conditions of the site, the steel pipe pile cofferdam construction technology is used to analyze the stress of the most unfavorable working conditions of the pier cofferdam, and the pier pile cofferdam structure is designed and manufactured. The structural strength, the anti-floating and strength of the bottom sealing concrete and the overall stability of the cofferdam all meet the actual construction needs. The analysis method of this paper can provide reference for similar projects.

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  • 收稿日期:2024-03-27
  • 最后修改日期:2024-03-27
  • 录用日期:2024-04-01
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