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隧道建设 >

2009 , Vol. 29 >Issue 4: 470 - 474

DOI: https://doi.org/B

施工技术

长距离硬岩地层盾构施工关键技术研究

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  • 1. 西南交通大学 2. 中铁南方投资发展有限公司
李茂文(1984—)|男|江西南昌人|2008年毕业于西南交通大学土木工程专业|本科|现就读于西南交通大学土木工程学院地下工程系|硕士研究生。

收稿日期: 2009-05-18

  修回日期: 2009-06-26

  网络出版日期: 2010-04-20

Key Technologies of LongDistance Shield Boring in Hard Rock

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  • 1. Southwest Jiaotong University2. China Railway South Investment and Development Co., Ltd.

Received date: 2009-05-18

  Revised date: 2009-06-26

  Online published: 2010-04-20

摘要

 深圳地铁5号线布吉—百鸽笼区间隧道所处地层以硬岩为主,区间采用盾构法施工。对盾构长距离穿越硬岩地层时所遇到的技术难题进行研究,通过合理地配置刀具,选择适宜的掘进模式、掘进参数以及同步注浆参数,同时加强刀具的处理措施,顺利解决了盾构施工时刀具磨损严重,管片错台等问题。

本文引用格式

李茂文,刘建国,韩雪峰,陈寿根 . 长距离硬岩地层盾构施工关键技术研究[J]. 隧道建设, 2009 , 29(4) : 470 -474 . DOI: B

Abstract

The running tunnel between Buji station and Baigelong station on No.5 line of Shenzhen Metro is located in hard rock and is constructed by shield machine. The authors study the technical difficulties encountered in the longdistance shield boring in hard rock in this paper. The problems of serious cutter wear and segment dislocation are solved by adopting proper cutting tools and selecting reasonable boring modes, boring parameters and reasonable simultaneous grouting parameters, as well as by strengthening cutting tool maintenance.

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