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隧道软弱破碎带TBM卡机脱困技术研究

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某隧道遭受软弱破碎带不良地质的影响,TBM掘进时出现围岩自稳能力差、易坍塌、积渣堆积等问题,致使护盾抱死或刀盘被卡。为实现TBM脱困,提出了从TBM护盾上方进行小导洞施工新技术,对掌子面前方不良地质进行长距离水平加固以及刀盘、盾体周边积渣清理的方法,使得TBM顺利推进;提出在长大断层破碎带条件下,采用上断面开挖和TBM掘进的半断面法施工技术解决TBM频繁卡机、隧道坍塌的风险的新方法。结果表明:小导洞施工技术具备降低卡机风险、可实现TBM前方围岩水平超前加固、缩短工期、节约成本、施工安全的优点;半断面法施工技术相较于传统的迂回导坑法超前处理断层破碎带工作量小,节约成本,能避免TBM卡机与隧道坍塌风险,施工安全与质量得以保证。
Research on TBM Jamming Technology in Weak Fracture Zone of Tunnel
A tunnel is affected by the poor geology of the weak fracture zone.During TBM tunneling,problems such as poor self-stability of surrounding rock,easy collapse,and accumulation of slag accumulation occur,resulting in the shield being locked or the cutter head being stuck.To get the TBM out of trouble,the small pilot tunnel construction technology is proposed to carry out new technology of the small pilot tunnel construction from the top of the TBM shield,and the method of long-distance horizontal reinforcement of the bad geology in front of the tunnel face and the cleaning of the slag around the cutter head and shield body is carried out so that the TBM can be smoothly promoted.Under the condition of long and large fault fracture zones,the half-section method construction technology of upper-section excavation and TBM tunneling is proposed to solve the risk of frequent TBM jamming and tunnel collapse.The results show that the construction technology of a small pilot tunnel has the advantages of reducing the risk of jamming,realizing the horizontal advance reinforcement of surrounding rock in front of TBM,shortening the construction period,saving cost and construction.

weak fracture zoneTBM jammingjam releasingsmall pilot tunnel constructionhalf-section method construction

刘利坤、王明胜、路军富、苗志豪、郑清君

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成都理工大学地质灾害防治与地质环境保护国家重点试验室,成都 610059

中铁城市发展投资集团有限公司,成都 610218

中国隧道股份有限公司,郑州 450003

软弱破碎带 TBM卡机 脱困 小导洞施工 半断面法施工

2024

地下空间与工程学报
中国岩石力学与工程学会,重庆大学

地下空间与工程学报

CSTPCD北大核心
影响因子:0.886
ISSN:1673-0836
年,卷(期):2024.26(6)