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施工技术

富水复合地层地铁深基坑开挖风险分析与对策

  • 朱育宏 ,
  • 陈巨武 ,
  • 马卉 ,
  • 翟利华
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  • (1. 广州地铁集团有限公司, 广东 广州 510335;  2. 城市轨道交通系统安全与运维保障国家工程实验室, 广东 广州 510335;  3. 广州地铁设计研究院有限公司, 广东 广州 510010)
朱育宏(1969—),男,广东博罗人,1990年毕业于成都理工大学,石油地质勘查专业,本科,高级工程师,现主要从事城市轨道交通工程建设管理方面的工作与研究。Email: zhuyuhong_gzm@163.com。*通信作者: 翟利华, Email: zhailihua@dtsjy.com。

收稿日期: 2017-09-08

  修回日期: 2018-08-28

  网络出版日期: 2018-09-30

基金资助

科技部国家重点研发计划资助项目(2017YFB1201204)

Risk Analysis and Countermeasures for Excavation of Deep  Foundation Pit in Waterrich Composite Strata

  • ZHU Yuhong ,
  • CHEN Juwu ,
  • MA Hui ,
  • ZHAI Lihua
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  • (1. Guangzhou Metro, Guangzhou 510335, Guangdong, China;  2. National Engineering Laboratory for Urban Rail Transit System Security and Maintenance Support,  Guangzhou 510335, Guangdong, China;  3. Guangzhou Metro Design & Research Institute Co., Ltd., Guangzhou 510010, Guangdong, China)

Received date: 2017-09-08

  Revised date: 2018-08-28

  Online published: 2018-09-30

摘要

针对富水复合地层地铁深基坑施工风险大但相关研究相对较少的问题,从风险源分析出发,根据广州地铁多年的相关施工经验,归纳富水复合地层中深基坑开挖的特点及风险,提出并介绍“开挖评估、预先封缝、缺陷修复、科学降水、均足回灌、精准测量、及时支撑、快速回筑”的32字施工步序和对策。其中“开挖评估、预先封缝、缺陷修复”强调围护结构自身的完整性及止水能力,“科学降水、均足回灌、精准测量”集中应对富水带来的风险,“及时支撑、快速回筑”确保在复合地层中有序完成高风险的施工过程。32字施工步序和对策以风险预估为基本,应对措施前置为核心,可达到有效控制富水复合地层深基坑施工风险的目的。

本文引用格式

朱育宏 , 陈巨武 , 马卉 , 翟利华 . 富水复合地层地铁深基坑开挖风险分析与对策[J]. 隧道建设, 2018 , 38(9) : 1538 -1545 . DOI: 10.3973/j.issn.2096-4498.2018.09.017

Abstract

The construction risk of deep metro foundation pit in waterrich composite strata is high, and there is little relevant research. Hence, the characteristics and risk of excavation of deep metro foundation pit in waterrich composite strata are summarized based on risk source analysis and construction experience of Guangzhou Metro; and the construction method of "excavation and assessment, presealing, defect repairing, scientific dewatering, uniform and adequate backfilling, accurate measurement, timely support and rapid construction" is proposed and introduced. The abovementioned method emphasizes the integrality and waterproofing capacity of the retaining structure, richwater risk and successful completion of highrisky construction procedure. The method takes the risk assessment as the basis and the countermeasure preposition as the core, by doing which the risk of deep foundation pit construction in waterrich composite strata can be effectively controlled.

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