土工基础 ›› 2024, Vol. 38 ›› Issue (6): 905-912.

• 工程实录 • 上一篇    下一篇

紧邻地铁复杂分区深基坑技术设计与工程实践

周 延1,2   

  1. (1.华东建筑设计研究院有限公司上海地下空间与工程设计研究院,上海 200011;2.上海基坑工程环境安全控制工程技术研究中心,上海 200011)
  • 收稿日期:2023-07-03 修回日期:2023-07-09 出版日期:2024-12-31 发布日期:2024-12-20
  • 作者简介:周延(1993-),男,工程师,研究方向为基坑工程。
  • 基金资助:
    上海市优秀技术带头人计划资助(课题编号20XD1430300,23XD1430100)

Design and Construction of a Complex Partition Deep Excavation Adjacent to Metro Tunnels

ZHOU Yan1,2   

  1. (1.Shanghai Underground Space Engineering Design & Research Institute, East China Architecture Design & Research Institute Co., Ltd. Shanghai 200011;
    2.Shanghai Engineering Research Center of Safety Control for Facilities Adjacent to Deep Excavations, Shanghai 200011)
  • Received:2023-07-03 Revised:2023-07-09 Online:2024-12-31 Published:2024-12-20

摘要: 结合某上海张江某项目为背景,介绍了软土地区紧邻地铁隧道的基坑设计理念和关键技术,隧道周边众多基坑同期施工,工期要求紧张,工程协调难度大,基坑群开挖对地铁隧道产生叠加不利影响。工程位于上海张江地区核心开发地带,基坑东侧、西侧和北侧均有与基坑同期施工的基坑,基坑北侧邻近地铁13号线区间隧道,基坑支护结构设计既要充分考虑对道路、市政管线和既有隧道的保护,又需尽量避免大面积基坑群同时施工的叠加效应对隧道产生的影响。通过合理的分区设计既满足了主楼结构整体施工需要,又通过协调相邻地块对角开挖以缩短施工工期,并划分出邻近隧道的窄条形基坑以减小大面积卸载对隧道的影响。现场实测表明,基坑采取了合理的围护体选型,通过坑内加固、钢支撑自动轴力伺服补偿系统、抽条对称平衡开挖、闷拆钢支撑和临时换撑等措施,有效的控制了基坑施工对地铁隧道的影响,为类似工程项目提供参考。


关键词: 紧邻隧道深基坑, 基坑分区设计, 地铁保护, 实测分析

Abstract: This article, based on a project in Zhangjiang, Shanghai, introduces the design concept and key technologies of excavations adjacent to metro tunnels in soft soil areas, and analyzes the impact of the excavation on metro tunnels. The project is in the core development zone of Zhangjiang area in Shanghai. There are excavations under the construction simultaneously with the project on the east, west and north sides. The north side of the pit is adjacent to the tunnel of Metro Line No. 13. The design of the excavation supporting structure not only needs to fully consider the protection of roads, municipal pipelines, and existing tunnels but also needs to avoid the impact of the overlapping effects of largearea excavation groups on the tunnel. Through the reasonable zoning design, the project not only meets the overall construction needs of the main building structure but also shortens the construction period by coordinating the excavation sequence of adjacent blocks and dividing narrow strip excavations adjacent to the tunnel to reduce the impact of the large-area unloading on the tunnel. Site measurements show that the excavation construction’s impact on the metro tunnel is effectively controlled by measures such as reasonable selection of enclosing structures, internal reinforcement, automatic axial force servo compensation system for steel supports, symmetric balanced excavation, steel support clamping and dismantling and steel exchange support. This study provides a reference for similar engineering projects.

Key words: Deep Excavation Adjacent to Tunnels, Zoning Design, Protection Methods for the Tunnel, Field Measurement Analysis

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