岩土工程技术2024,Vol.38Issue(1) :41-46.DOI:10.3969/j.issn.1007-2993.2024.01.007

隧道穿越既有区间的安全措施与预警分析

Safety Measures and Early Warning Analysis of Tunnel Crossing Existing Section

张杰
岩土工程技术2024,Vol.38Issue(1) :41-46.DOI:10.3969/j.issn.1007-2993.2024.01.007

隧道穿越既有区间的安全措施与预警分析

Safety Measures and Early Warning Analysis of Tunnel Crossing Existing Section

张杰1
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作者信息

  • 1. 华设设计集团股份有限公司,江苏南京 210014
  • 折叠

摘要

新建地铁与既有地铁线路交叉穿越属于高风险工况,当新建隧道近距离穿越既有隧道时,会使既有隧道结构应力状态发生改变,结构产生变形,因此,对穿越既有区间隧道制定有效的安全保障措施十分必要.系统归纳南京地铁在建线路穿越既有运营线路的相关安全保障经验,即当上穿工况时,采取强化外部条件、内部条件和应急响应的保障措施,同时结合数值分析得出MJS门式加固对既有隧道保护作用明显;当下穿工况时,采取增强既有隧道洞内和洞外刚度、配置试验段和运营配合保障措施,同时结合数值分析发现既有隧道洞内环向+纵向加固对既有隧道保护作用显著,且当在距离掘进面 20 m范围内,既有隧道沉降、水平位移变化速率最大.最后结合工程实践过程中既有区间预警情况,分析相关原因,为类似工程提供警示和参考.

Abstract

The crossing between the new subway and the existing subway line is a high-risk working condition.When the new tunnel crosses the existing tunnel in a short distance,the stress state of the existing tunnel structure will inevitably change and the struc-ture will be deformed.Therefore,it is very necessary to formulate necessary safety measures for the crossing existing section.The rel-evant safety guarantee experience of the Nanjing Metro Line under construction going up and down through the existing operation line was summarized.In the up-crossing condition,take the guarantee measures to strengthen the external conditions,internal conditions and emergency response.At the same time,combined with the numerical analysis,it is concluded that MJS portal reinforcement has an obvious protective effect on the existing tunnel;in the under-crossing condition,the supporting measures of strengthening the stiffness inside and outside the existing tunnel,configuring the test section and operation cooperation were taken.Combined with the numerical analysis,it is found that the circumferential + longitudinal reinforcement in the existing tunnel has a significant protective effect on the existing tunnel,and the change rate of settlement and horizontal displacement of the existing tunnel is the largest within the range of 20 m from the heading face.Finally,based on the existing interval warning situations in engineering practice,the relevant reasons were analyzed and warnings and references were provided for similar projects.

关键词

穿越既有隧道/保障措施体系/MJS加固/洞内加固

Key words

crossing the existing tunnel/safeguard system/MJS reinforcement/reinforcement in tunnel

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出版年

2024
岩土工程技术
国防机械工业工程勘察科技情报网 中兵勘察设计研究院

岩土工程技术

CSTPCD
影响因子:0.387
ISSN:1007-2993
参考文献量9
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