地铁区间盾构隧道衬砌接头的荷载试验

周海鹰; 陈廷国; 李立新

doi:10.13204/j.gyjz201004018

地铁区间盾构隧道衬砌接头的荷载试验

doi: 10.13204/j.gyjz201004018

1.
1. 大连理工大学建设工程学部,辽宁大连 116023;
2.
2. 沈阳建筑大学土木工程学院,沈阳 110168

基金项目:

沈阳市科技局、财政局资助项目(2007GX-47)

详细信息

作者简介:
周海鹰，男，1979年出生，博士研究生。E－mail:zhouhaiying1979@sohu.com

中图分类号: U451.4
计量
- 文章访问数: 102
- HTML全文浏览量: 7
- PDF下载量: 116
- 被引次数: 0
出版历程
- 收稿日期: 2009-10-15
- 刊出日期: 2010-04-20

STUDY ON JOINT LOAD TEST OF METRO SHIELD TUNNELING LINING

1.
1. Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116023,China;
2.
2. School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China

摘要

摘要: 以盾构隧道衬砌接头荷载试验为依据，研究接头强度、受力及变形规律，对衬砌接头抗弯刚度主要影响因素进行分析。研究表明，正偏心荷载作用下接头强度取决于接头局部抗压及抗剪强度，负偏心荷载作用下接头具有足够的承载能力，接头承载力由接缝位移张开量控制；偏心距、轴力、衬垫厚度以及螺栓预紧力对接头抗弯刚度影响较大。
- 盾构隧道 /
- 衬砌管片 /
- 接头试验 /
- 抗弯刚度
Abstract: Based on load test of joint of shield tunneling lining,joint strength,force and deformation rule,the main influence factors of joint bending stiffness are studied. The results indicate that the segment joint local bearing capacity determines the integral bearing capacity of segment joint under positive eccentric load,the segment joint bearing capacity is sufficient and safe for negative eccentric load,and the joint displacement determines bearing capacity of segment joint for negative eccentric load. The eccentricity and axial force,the thickness of cushion and bolt pretension have great influence on joint bending stiffness of lining segment.
- shield tunneling /
- lining segment /
- joint test /
- bending stiffness

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参考文献(6)

GB 50157-2003 地铁设计规范[S].

[2] 刘建航,候学渊. 盾构隧道法[M]. 北京: 中国铁道出版社,1991.

[3] 张厚美. 装配式双层衬砌接头荷载试验与结构计算理论南水北调中线穿黄隧洞结构计算模型研究[D]. 上海:同济大学,2000.

[4] Donde P M,Wang J J. Shear Transfer Through Bolts in Segmental Tunnel Linings [G]//Towards New Worlds in Tunnelling.Rotterdam: Balkema,1992.

[5] Munfah N A,Michael P. Della Posta. Full Scale Testing of Tunnel Liner[G]//Towards Worlas in Tunnelling. Rotterdam: Balkema,1992.

[6] Toshihiro Asakura,Yoshiyuki Kojima,Toyohiroanda,et al.Analysis on the Behavior of Tunnel Lining Experiment and Simulation on Double Track Tunnel Lining[J ]. QR of RIRT,1992,133 (4).

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