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隧道建设(中英文) ›› 2017, Vol. 37 ›› Issue (11): 1436-1441.DOI: 10.3973/j.issn.2096-4498.2017.11.012

• 研究与探索 • 上一篇    下一篇

小直径盾构施工中管片纵向应力监测研究

孙肖辉1, 马孝春1, *, 黄峰1, 金奕2, 马军英2, 任红涛3   

  1. (1. 中国地质大学(北京)工程技术学院, 北京 100083; 2. 北京城建集团有限责任公司, 北京 100088; 3. 中地华北(北京)工程技术研究院有限公司, 北京 100198)
  • 收稿日期:2017-06-20 修回日期:2017-09-19 出版日期:2017-11-20 发布日期:2017-12-09
  • 作者简介:孙肖辉(1992—),男,河北武邑人,中国地质大学(北京)地质工程专业在读硕士,研究方向为岩土工程。Email: 2002150049@cugb.edu.cn。*通信作者: 马孝春, Email: mxc@cugb.edu.cn。

Study of Monitoring of Longitudinal Stress of Smalldiameter Shield Tunnel Segment during Construction

SUN Xiaohui1, MA Xiaochun1, *, HUANG Feng1, JIN Yi2, MA Junying2, REN Hongtao3   

  1. (1. School of Engineering and Technology, China University of Geosciences (Beijing), Beijing 100083, China; 2. Beijing Urban Construction Group Co., Ltd., Beijing 100088, China; 3. Chinese Academy of Geotechnical Engineering, Beijing 100198, China)
  • Received:2017-06-20 Revised:2017-09-19 Online:2017-11-20 Published:2017-12-09

摘要:

为了探索小直径盾构法隧道在施工过程中管片纵向应力的变化规律,对北京槐房再生水厂污水隧道管片纵向应力进行了现场监测: 将第976环、第1 054环管片分别设为第1和第2监测断面, 2监测断面各预埋5个纵向应力计,各监测断面从本监测断面管片安装后即开始监测,当盾构掘进至第1 129环时停止监测。研究表明: 1)在管片离开盾尾50环后,其纵向应力波动值小于管片拼装期间应力值的5%。2)在盾构掘进期间,管片距离盾构越远,其纵向压应力值越小。3)在管片拼装期间,管片距离盾构越远,其纵向压应力经历了先增大后减小的过程。4)管片距离盾构108环后,该管片纵向压应力趋近于0.2~0.3 MPa。5)随着盾构推进,管片纵向应力经历了4个阶段的变化过程,即周期性剧烈波动阶段—动态稳定阶段—逐渐衰减阶段—趋于稳定阶段。

关键词: 小直径盾构, 隧道施工, 管片纵向应力, 监测

Abstract:

Site monitoring is carried out on longitudinal stress of segment of a smalldiameter sewage shield tunnel of Huaifang Recycled Water Factory in Beijing. Five longitudinal stress meters are embedded in monitoring Crosssections 1 and 2 respectively (ring 976 and 1 054); the monitoring data are collected right after stress meter installation and are stopped when boring to ring 1 129. The study results show that: 1) The longitudinal stress of segment after 50 rings behind shield tail is 5% less than that when segment assembling. 2) The longitudinal stress of segment decreases with the distance between segment and shield tail increase during shield tunneling. 3) The longitudinal stress of segment increases firstly and then decreases with the distance between segment and shield tail increase during segment assembling. 4) The longitudinal stress of the segment goes stable around 0.20.3 MPa after the distance between shield tail and the segment is 108 rings. 5) With shield tunneling, the longitudinal stress of segment goes through four variation phases, i.e. periodical sharp fluctuation phase, dynamic stability phase, gradually decay phase and stable phase.

Key words: smalldiameter shield, tunnel construction, longitudinal stress of segment, monitoring

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