软土地区邻地铁深基坑并坑方案设计与实践
作者:
作者单位:

上海市政工程设计研究总院(集团)有限公司,上海市 200092

作者简介:

江帆(1987—), 男, 硕士, 高级工程师, 从事地下工程的设计与研究。

通讯作者:

中图分类号:

U455

基金项目:


Design and Practice of Deep Foundation Pit Merging Scheme Adjacent to Metro in Soft Soil Area
Author:
Affiliation:

Shanghai Municipal Engineering Design Institute (Group) Co., Ltd., Shanghai 200092, China

Fund Project:

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    摘要:

    以国家医学中心-上海国际医学科创中心、斜土路公交停车场功能提升工程基坑设计为例,该基坑邻近地铁7号线区间隧道。常规设计方案需将地铁侧基坑控制在每个基坑不超过1 000 m2的3个小坑,但分坑过多将增加施工工期。为加快建设进度,此项目创新性提出3个基坑同步开挖、分隔墙随挖随凿的思路,同时采用钢伺服系统,要求现场快速形成支撑体系,在保证基坑开挖对地铁7号线影响可控的前提下,节约了工期和造价。目前,地铁侧基坑已完成底板浇筑,邻地铁侧基坑从开挖至底板浇筑完成,其附加变形控制在10 mm以内,满足地铁保护标准,进一步验证了本项目采用并坑设计的合理性。

    Abstract:

    Taking the foundation pit design of the functional improvement project of the National Medical Center - Shanghai International Medical Science and Technology Innovation Center and Xietu Road Bus Parking Lot as examples, the pit is located near the tunnel section of Metro Line 7. The conventional design scheme requires that the foundation pits on the metro side be controlled within three small pits, each not exceeding 1000 m2, but too many pits will increase the construction period. To accelerate the construction progress, the idea of simultaneous excavation of three foundation pits and diaphragm wall chiseled as dug is innovatively proposed for the project. At the same time, a steel servo system is used to ensure the rapid formation of the support system. Under the premise of ensuring that the impact of foundation pit excavation on Metro Line 7 is controllable, the construction period and cost are saved. At present, the pouring of the base plate of foundation pit on the metro side has been completed. The foundation pit adjacent to the metro side has been completed from excavation to the pouring of the base plate, and its additional deformation is controlled within 10 mm to meet the protection standards of metro, which further validates the rationality of the pit merging design adopted in this project.

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引用本文

江帆.软土地区邻地铁深基坑并坑方案设计与实践[J].城市道桥与防洪,2026,(8):360-364.

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  • 收稿日期:2026-03-16
  • 最后修改日期:2026-03-31
  • 录用日期:2026-04-02
  • 在线发布日期: 2026-08-11
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