煤炭工程 ›› 2016, Vol. 48 ›› Issue (4): 43-45.doi: 10.11799/ce201604014

• 施工技术 • 上一篇    下一篇

近距离巷道塌陷区拱桥锚注加固技术

庞义辉1,王欣如2   

  1. 1. 煤炭科学技术研究院有限公司北京分公司
    2. 中铁资源集团有限公司
  • 收稿日期:2015-11-03 修回日期:2015-12-05 出版日期:2016-04-10 发布日期:2016-04-18
  • 通讯作者: 庞义辉 E-mail:80455141@qq.com

Arch anchor reinforcement technique and practice in close roadway subsidence area

2   

  • Received:2015-11-03 Revised:2015-12-05 Online:2016-04-10 Published:2016-04-18

摘要: 针对玲珑矿塌陷区主运输巷道变形失稳问题,采用FLAC3D数值模拟软件进行了巷道变形破坏与拱桥锚注加固机理的非线性固流耦合模拟分析,论述了拱桥锚注加固技术的工艺参数与流程,并对巷道加固效果进行了现场实测分析。研究结果表明:保护矿柱被盗采后导致巷道围岩出现了大面积的拉伸与剪切破坏区,通过对巷道变形破坏区进行拱桥锚注加固,在围岩体中形成了一个桥式的承载结构,提高了围岩的自承能力,通过对加固后巷道断面收敛情况进行实测分析,各断面观测的变形值均较小,最大变形值仅为6.47mm,加固效果能够很好的满足巷道运输要求。

关键词: 巷道塌陷区, 拱桥锚注加固, 数值模拟, 声发射

Abstract: Based on the problem of main haulage roadway deformation instability in Linglong gold mine, the FLAC3D numerical simulation software was used for roadway anchor reinforcement mechanism of the injection of nonlinear deformation damage and arch bridge of solid-liquid coupling simulation. The arch anchor reinforcement technique parameters and process was discusses. The reinforcement effect of roadway was analyzed in field. The research results show that the protection pillar stolen postharvest leads to a large area of roadway surrounding rock tensile and shear damage zone. Through the anchor reinforcement, area of roadway deformation and destruction of arch bridge in the rock formed a bridge bearing structure, improve the bearing capacity of surrounding rock, based on the analysis of the measured section of roadway convergence conditions, the reinforced deformation of each section observation values are smaller, maximum deformation of only 6.47 mm, reinforcement effect can meet the roadway transportation demands very good.

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