煤炭工程 ›› 2019, Vol. 51 ›› Issue (7): 84-88.

• 研究探讨 • 上一篇    下一篇

基于锚杆加固作用的圆形巷道围岩弹塑性分析

谷拴成,周攀,李晓栋,胡晓开   

  1. 西安科技大学
  • 收稿日期:2018-09-26 修回日期:2018-12-11 出版日期:2019-07-20 发布日期:2020-05-09
  • 通讯作者: 周攀 E-mail:zhoupan0201@163.com

Analysis of Elastic Shape of Surrounding Rock in Circular Roadway Based on Bolt Reinforcement Effect

  • Received:2018-09-26 Revised:2018-12-11 Online:2019-07-20 Published:2020-05-09

摘要: 为研究锚杆支护机理及控制巷道围岩稳定,基于锚杆加固效应,将锚杆的支承作用考虑成作用于锚固区围岩的体积力,将锚杆的加固作用视为增强了锚固区围岩的强度参数|建立巷道计算模型,并进行弹塑性分析,导出了巷道围岩应力、位移解析解。结合算例,将理论计算值与实际监测值进行了对比,比较了锚杆支护与未支护时围岩应力,同时进行了围岩变形的影响参数分析。结果表明:锚杆支护改善了塑性区围岩应力状态,提高了围岩自承载能力|锚杆长度、间排距的参数设计遵循“长而疏、短而密”原则。文中理论解析解考虑了锚杆加固效应,为认识锚杆支护机理提供了理论参考,也能为巷道围岩控制提供合理的锚杆支护方案。

关键词: 锚杆锚固, 圆形巷道, 弹塑性分析, 围岩控制

Abstract: To study the mechanism of bolt support and control the stability of roadway surrounding rock, firstly, based on the bolt reinforcement effect, the support effect of the bolt is considered as the volume force acting on the surrounding rock of the anchorage zone, and the reinforcement effect of the anchor is regarded as enhancing the strength parameters of the surrounding rock of the anchorage zone. Then, the roadway calculation model is established, and the elastic-plastic analysis is carried out, and the analytical solution of the surrounding rock stress and displacement of the roadway is derived. Finally, combined with the example, the calculated value is compared with the measured value, and the surrounding rock stresses of bolt support and unsupported are compared, meanwhile the influence parameters of surrounding rock deformation are analyzed. The results show that the bolt support improves the stress state of the surrounding rock in the plastic zone and improves the self-bearing capacity of the surrounding rock; The parameter design of bolt length and spacing follows the principle of “Long and thin, Short and thick”. The analytical solution of the theory considers the blot reinforcement effect, provides a theoretical reference for understanding the bolt support mechanism, and can also provide a reasonable bolt support scheme for the surrounding rock control of the roadway.