首页|盾构隧道长联络通道冻结法施工技术与应用

盾构隧道长联络通道冻结法施工技术与应用

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本文以郑州市轨道交通 8 号线五龙口站—同乐站区间隧道 3#联络通道冻结工程为背景,详细总结了长距离联络通道施工关键技术,包括冻结加固方案、冻结施工技术要点、施工风险及应对措施等,并通过现场施工情况及实测数据进行了验证。针对长距离联络通道的冻结施工,采用双侧搭接布置冻结管、实时压力监测并打设泄压孔、解冻期及时跟进补浆、必要情况下施作钢拱架等措施,可以有效降低长距离联络通道冻结施工中的风险。在本工程冻结施工期间,实测地表冻胀位移及管片竖向隆起位移均小于 6mm,解冻后融沉量小于 10mm,联络通道初期支护竖向位移小于 2。1mm,验证了本工程施工技术的可靠性,可以为类似的长联络通道冻结开挖工程提供参考。
Construction Technology and Application of Freezing Method for Long Connecting Passage of Shield Tunnel
Based on the freezing project of 3#contact channel of Wulongkou Station to Tongle Station of Zhengzhou Rail Transit Line 8,this paper summarizes the key technologies of long-distance contact channel construction in detail,including freezing reinforcement scheme,key points of freezing construction technology,construction risk and countermeasures,and verifies them through on-site construction and measured data.For the freezing construction of long-distance contact channel,measures such as arranging freezing pipes on both sides,monitoring pressure in real time and setting pressure relief holes,timely follow-up grouting during thawing period,and applying steel arches if necessary can effectively reduce the risk in the freezing construction of long-distance contact channel.During the freezing construction of this project,the measured surface frost heave displacement and the vertical uplift displacement of the segment are less than 6mm,the thawing settlement after thawing is less than 10mm,and the vertical displacement of the initial support of the contact channel is less than 2.1mm,which verifies the reliability of the construction technology of this project and can provide reference for similar long contact channel freezing excavation projects.

rail transitconstruction techniquetechnical summarylong-distance connecting aislefreezing methodshield tunnel

郭伟

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中国水利水电第七工程局有限公司,四川 成都 610213

轨道交通 施工技术 技术总结 长距离联络通道 冻结法 盾构隧道

2024

交通节能与环保
人民交通出版社股份有限公司,交通运输部公路科学研究院

交通节能与环保

影响因子:0.286
ISSN:1673-6478
年,卷(期):2024.20(1)
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