紧邻地铁软土深基坑分坑快速施工技术研究
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杜冠群(1977—), 男, 本科, 高级工程师, 从事施工工程管理工作。

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U463

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Analysis on Rapid Sub-pit Construction Technology of Deep Foundation Pit in Soft Soil Adjacent to Subways
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    摘要:

    在城市快速发展背景下,紧邻地铁及地下管线的深基坑工程建设对安全与施工效率提出更高要求。针对软土地区复杂环境下的深基坑施工难题,结合上海市某大型综合开发项目实践,采用“四轴搅拌桩止水帷幕+超厚底板跳仓法+环形底板先行封闭+混凝土支撑轴力伺服系统”相结合的分坑快速施工技术体系。通过四轴搅拌桩提升止水效率,跳仓法减少后浇带设置并控制裂缝,环形底板提前形成封闭结构实现关键线路工期优化,并利用轴力伺服系统主动调控支撑变形。实施结果显示,基坑深层土体最大侧向位移控制在33.7 mm(2.56‰He),有效降低了对邻近地铁结构的影响,成功地规避春节停工带来的暴露风险,显著提升施工安全性与组织效率。该技术体系实现了变形控制与工期压缩的双重目标,为同类敏感环境下的深基坑快速施工提供了可行路径。

    Abstract:

    Against the backdrop of rapid urban development, the higher requirements are proposed for the safety and construction efficiency in the construction of deep foundation pits adjacent to subways and underground pipelines. Addressing the challenges of deep excavation construction in complex soft soil conditions, and combined with the practice of a large-scale integrated development project in Shanghai, a rapid sub-pit construction technology system is adopted, which combines “four-axis mixing pile water-stop curtain + ultra-thick bottom plate jumping bin method + annular bottom plate advance sealing + concrete support axial force servo system”. The water-stop efficiency is improved through four-axis mixing piles. The jumping bin method is used to decrease the setup of post-pouring belt and the cracks are controlled. The circular bottom plate is formed into a closed structure in advance to optimize the critical route schedule. And the axial force servo system is utilized to actively regulate the support deformation. The implementation results show that the maximum lateral displacement of deep foundation pit soil is controlled at 33.7 mm (2.56‰He), the impacts on the adjacent metro structures are effectively reduced, the exposure risks brought about by work stoppage during the Spring Festival are successfully circumvented, and the construction safety and organization efficiency are significantly enhanced. The technical system has achieved the dual objectives of deformation control and schedule compression, providing a viable pathway for rapid construction of deep foundation pits in similarly sensitive environments.

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杜冠群.紧邻地铁软土深基坑分坑快速施工技术研究[J].城市道桥与防洪,2026,(5):363-368.

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  • 收稿日期:2026-01-26
  • 最后修改日期:2026-03-10
  • 录用日期:2026-03-16
  • 在线发布日期: 2026-05-22
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