[1]张驰,孙晓燕,柏东辰.组合支撑体系在深窄基坑支护中的应用[J].江苏水利,2026,(01):53-55,72.
　ZHANG Chi,SUN Xiaoyan,BAI Dongchen.Application of composite support system for deep and narrow foundation pits[J].JIANGSU WATER RESOURCES,2026,(01):53-55,72.
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组合支撑体系在深窄基坑支护中的应用()

《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2026年01期
页码:
53-55,72
栏目:
水利工程建设
出版日期:
2026-01-01

文章信息/Info

Title:
Application of composite support system for deep and narrow foundation pits
文章编号:
1007-7839（2026）01-0053-0003
作者:
张驰1; 孙晓燕2; 柏东辰2
（1. 江苏省交通运输厅京杭大运河苏北航务管理处，江苏 淮安 223002；2. 江苏省淮沭新河管理处，江苏 淮安 223005）
Author(s):
ZHANG Chi1;  SUN Xiaoyan2;  BAI Dongchen2
（1. Jiangsu Provincial Department of Transportation Beijing-Hangzhou Grand Canal Subei Navigation Management Office, Huai’an 223002, China；2. Huaishu New River Management Division of Jiangsu Province, Huai’an 223005, China）
关键词:
水利工程; 深基坑; 支护; 施工技术; 推广应用
Keywords:
hydraulic engineering;  deep foundation pit;  support;  construction technology;  promote application
分类号:
TV66
文献标志码:
A
摘要:
深基坑工程作为建筑施工的关键环节，常处于建筑物密集、地下水位较高、施工现场狭窄且周边环境复杂的区域，施工难度大。本文采用“地连墙+锚索+钢管内支撑”的组合式支护体系，较传统内支撑体系，在施工效率上有了显著提升。同时，地连墙垂直支护结合锚索与钢管支撑构成的三维支撑体系，能够充分利用有限的空间进行施工，提高空间利用率，为后续的工程建设创造了更有利的条件。这一方法为复杂环境下的深窄基坑施工提供了可靠的解决方案，具有一定的推广应用价值。
Abstract:
As a critical component of construction engineering, deep foundation pit projects are usually located in areas with dense buildings, high groundwater levels, narrow construction sites and complex surrounding environments, resulting in high construction difficulty. This paper adopts a composite support system consisting of “diaphragm wall + anchor cable + steel pipe internal support”. Compared with the traditional internal support system, this system significantly improves construction efficiency. Meanwhile, the three dimensional support system composed of vertical diaphragm wall support combined with anchor cables and steel pipe supports can fully utilize the limited construction space, improve space utilization efficiency, and create more favorable conditions for subsequent engineering construction. This method provides a reliable solution for the construction of deep and narrow foundation pits in complex environments, and has certain popularization and application value.

参考文献/References:

[1]张殿余，张敏. 京杭运河淮阴二号船闸闸室管涌危害的处理[J]. 中国水运，2025（13）：34-41.
[2]华设设计集团股份有限公司，南京水科院瑞迪科技集团有限公司. 淮阴二号船闸除险保安工程方案设计[R]. 南京：华设设计集团股份有限公司，南京水科院瑞迪科技集团有限公司，2023.
[3]王军鹏，田立军. 高层建筑项目中的深基坑支护施工技术研究[J]. 价值工程，2025，44（22）：105-107.
[4]邹双. 锚索支护技术在深基坑工程中的应用[J]. 现代制造技术与装备，2022，58（6）：122-125.
[5]孔令伟. 深基坑支护技术在水利工程施工中的应用[J]. 城市建设理论研究（电子版），2025（19）：125-127.

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备注/Memo

备注/Memo:
收稿日期：2025-09-26
作者简介：张驰（1995—），男，助理工程师，本科，主要从事船闸运行管理工作。E-mail:1320325159@qq.com
更新日期/Last Update: 2026-01-01