土工基础 ›› 2025, Vol. 39 ›› Issue (4): 537-542.

• 工程实录 • 上一篇    下一篇

全预制支护体系在超大面积基坑工程中的设计与实践

侯胜男1,2,张 凯1,2,岳建勇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:2023-07-07 修回日期:2023-08-24 出版日期:2025-08-31 发布日期:2025-08-27
  • 作者简介:侯胜男(1984-),女,硕士,高级工程师,研究方向为地基基础与地下工程。

Design and Practice of Precast Inclined Strut for Deep Excavations in Soft Soils

HOU Shengnan1,2, ZHANG Kai1,2, YUE Jianyong1,2   

  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:2023-07-07 Revised:2023-08-24 Online:2025-08-31 Published:2025-08-27

摘要: 基坑工程中传统的现浇混凝土结构存在施工环境影响大、工效低、能耗高等显著缺点,随着城市化进程的加快和绿色建造可持续发展的需求,基坑工程不断涌现出预制装配新技术。预制装配式支护结构具有造价低、工期短、质量易于控制等特点。依托上海临港新片区的信息飞鱼0401地块项目。通过充分考虑基坑挖深、面积超大、土层渗透系数高等特点,并分析其受力性状,成功实施全预制支护体系在超大面积基坑工程中的应用,基坑支护结构设计采用全钢预制HUW板式支护+预制斜向支撑桩(PIS工法)的全预制组合绿色支护设计方案,取代了传统的现浇板式围护桩和水平内支撑的设计。通过现场变形监测结果表明,采取该技术措施可以确保基坑自身安全和周边环境的安全,可为相关工程提供有价值的参考。


关键词: 全预制支护体系, 斜向支撑, 无内撑体系, 预制装配

Abstract: There are many significant drawbacks in traditional cast-in-place concrete structures for excavation engineering, such as large construction site impact, low efficiency, and high energy consumption. With the acceleration of urbanization and the demand for sustainable green development, many new prefabricated assembled support technologies have emerged for excavation support engineering. Prefabricated assembled support structures have the characteristics of low cost, short construction period, and easy quality control. The Flying Fish 0401 project located in the Lingang new area of Shanghai is introduced, which excavation area is about 80,500m2, with a depth of 6.00-6.45m and tightly surrounded by three municipal roadways and pipelines. By considering the characteristics of the excavation depth, large area, high permeability coefficient, and analyzing its stress characteristics, a prefabricated support system was successfully implemented in the large-area excavation engineering. The excavation support structure took a fully prefabricated green support scheme consisting of prefabricated steel HUW panel support and precast inclined struct (PIS construction method) to replace the traditional cast-in situ sheet pile retaining wall and horizontal internal support design. The monitoring results show that adopting those technical measures can ensure the safety of the excavation and its surrounding environment, which provides a valuable reference for related projects.

Key words: Prefabricated Assembled Support Structure, Precast Inclined Struct, Unsupported Excavation System, Environment Friendly Excavation Support System

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