岩土与地下工程 2025年 第卷 第22期

DOI: 10.7672 / sgjs2025220040

城市中心地带狭小空间深基坑开挖支护技术研究

丘道展

作者简介:

丘道展,高级工程师,E,mail:706778955@ qq. com

作者单位:

中铁七局集团西安铁路工程有限公司,陕西西安 710032

摘要:

针对狭小空间深基坑工程面临的周边环境复杂、施工空间受限及变形控制难题,以深圳市宝岗小学改扩建工程为背景,提出分区分段组合支护方案。通过软土区采用土钉墙加坡率开挖,基坑周边采用排桩结合三轴搅拌桩形成止水帷幕,并设置钻孔咬合桩提高支护刚度,实现基坑安全施工。施工过程中,采用限速注浆技术控制三轴搅拌桩施工速率,通过套管钻进并辅以垂直度监测确保钻孔咬合桩成桩质量。同时,布设监测系统实时采集支护结构和周边建筑物变形数据。结果表明,该组合支护体系可有效隔离施工扰动,结合实时监测反馈机制,可兼顾安全性与经济性。

English:

In response to the complex surrounding environment, limited construction space, anddeformation control challenges faced by narrow space deep foundation excavation project, a zoning andsegmented combined support scheme is proposed based on the Baogang Primary School renovation andexpansion project in Shenzhen. Excavation is carried out in the soft soil area using soil nail walls andslope ratios. A waterproof curtain is formed around the foundation excavation by combining row piles withthree,axis mixing piles, and drilled interlocking piles are installed to improve the support stiffness,achieving foundation excavation construction safety. During the construction process, the speed limitinggrouting technology is used to control the construction rate of three,axis mixing pile, and quality of drilledinterlocking pile is ensured through casing drilling and verticality monitoring. At the same time, amonitoring system is deployed to collect real,time deformation data of support structures and surroundingbuildings. The research results indicate that the combined support system can effectively isolateconstruction disturbances, combined with real,time monitoring feedback mechanisms,while balancingsafety and economy.