让压锚杆让压管长度的解析设计方法

doi:10.3973/j.issn.2096-4498.2019.01.015

隧道建设（中英文） ›› 2019, Vol. 39 ›› Issue (1): 119-124.DOI: 10.3973/j.issn.2096-4498.2019.01.015

让压锚杆让压管长度的解析设计方法

吴福宝¹，王梓芃²，夏才初^2,*，邓云纲¹，刘宇鹏²

（1中铁第四勘察设计院集团有限公司，湖北武汉 430063； 2同济大学地下建筑与工程系，上海 200092）

收稿日期:2018-07-09 修回日期:2018-08-09 出版日期:2019-01-20 发布日期:2019-02-01
作者简介:吴福宝（1971—），男，安徽庐江人，1994年毕业于同济大学，水文地质与工程地质专业，本科，高级工程师，现主要从事岩土工程勘察设计工作。Email: 550234585@qq.com。*通信作者：夏才初， Email： tjxiaccb@126.com。
基金资助:
中铁第四勘察设计院集团有限公司外委科技项目（2017K74-1）

Analytical Design Method for Yielding Pipe Length of Yielding Bolt

WU Fubao¹, WANG Zipeng², XIA Caichu^2,*, DENG Yungang¹, LIU Yupeng²

(1 China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, Hubei, China;  2 Department of Geotechnical Engineering, College of Civil Engineering, Tongji University,  Shanghai 200092, China)

Received:2018-07-09 Revised:2018-08-09 Online:2019-01-20 Published:2019-02-01

摘要/Abstract

摘要：

为确保让压锚杆在高地应力软岩大变形隧道中起到良好的让压性能，保证围岩释放变形能的同时能有效保持围岩的稳定性，基于锚杆中性点理论，在分析围岩与锚杆的相互作用时考虑让压管的让压效应，假定由让压变形量引起的相对拉伸变形量沿隧道半径符合双曲线的变化规律，通过建立锚杆中性点两侧轴向拉力的平衡方程，推导全长锚固让压锚杆的内力计算公式。结合昆宜高速万溪冲隧道工程，得到让压锚杆的轴力分布情况及其随让压管长度的变化规律：锚杆最大轴力随让压管长度的增加而减小，而轴力的分布形式变化不大。在此基础上得出让压管合理长度范围的设计准则：由锚杆抗拉极限轴力确定让压管长度的下限值，以保证让压锚杆不因拉断而破坏；根据隧道洞壁处锚杆受到的黏结摩阻力确定让压管长度的上限值，以确保锚杆中性点理论假设始终成立。

关键词: 隧道, 让压锚杆, 让压管长度, 中性点理论, 解析设计方法

Abstract:

A favorable yielding performance of yielding bolt in soft rock tunnel with high ground stress and the stability of surrounding rock when release its deformation energy should be guaranteed As a result, an analytical design method for yielding pipe length of yielding bolt is proposed Based on the neutral point theory of bolt, the yielding effect of yielding bolt is taken into consideration in analysis of the interaction between surrounding rock and the bolt; the relative tensile deformation caused by yielding deformation along the tunnel radius is supposed to be coincide with the hyperbolic curve rule is assumed; and the calculation formula of internal forces of full length yielding bolt is deduced by establishing the equilibrium equation of axial tension on the two sides of bolt neutral point The axial force distribution of yielding bolt and its performance with the variation of yielding pipe length are obtained by application to Wanxichong Tunnel on KunmingYiliang Highway, and it is described as follow: the maximum axial force of the bolt decreases with the increase of yielding pipe length, while the distribution pattern of the axial force changes little Based on the abovementioned results, the design criteria for yielding pipe length is drawn as follows: (1) The lower limit of yielding pipe length is determined by the ultimate tensile force of yielding bolt to ensure that the bolt is not damaged due to pulloff (2) The upper limit of yielding pipe length is determined by adhesive frictional resistance acting on bolt at the wall of tunnel to guarantee the bolt neutral point theory established

Key words: tunnel, yielding bolt, yielding pipe length, neutral point theory, analytical design method

中图分类号:

U 45

吴福宝，王梓芃，夏才初，邓云纲，刘宇鹏. 让压锚杆让压管长度的解析设计方法[J]. 隧道建设, 2019, 39(1): 119-124.

WU Fubao, WANG Zipeng, XIA Caichu, DENG Yungang, LIU Yupeng. Analytical Design Method for Yielding Pipe Length of Yielding Bolt[J]. Tunnel Construction, 2019, 39(1): 119-124.

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让压锚杆让压管长度的解析设计方法

Analytical Design Method for Yielding Pipe Length of Yielding Bolt

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