煤炭工程 ›› 2017, Vol. 49 ›› Issue (6): 36-39.doi: 10.11799/ce201706011

• 施工技术 • 上一篇    下一篇

高应力软弱夹层顶板大断面巷道三维一体化控制技术研究

曹悦   

  1. 中国矿业大学
  • 收稿日期:2016-06-30 修回日期:2016-09-18 出版日期:2017-06-09 发布日期:2017-06-20
  • 通讯作者: 曹悦 E-mail:2929511792@qq.com

Study on three-dimensional integrated control of roof embedded weak intercalated seam of large section roadway in high press

  • Received:2016-06-30 Revised:2016-09-18 Online:2017-06-09 Published:2017-06-20

摘要: 为了解决高应力软弱夹层顶板大断面巷道稳定性控制问题,以李村煤矿2302回风巷为工程背景,分析了2302回风巷原支护存在的问题,采用FLAC3D软件,研究了不同支护参数下2302回风巷围岩变形规律,优化了2302回风巷支护参数,提出了三维支护结构+帮顶底一体化控制技术,给出了高应力软弱夹层顶板巷道围岩控制方案。现场应用结果表明:在工作面回采期间,2302回风巷顶板下沉量最大为21.6cm,两帮移近量最大为35.6cm,底鼓量最大为15.7cm,该控制方案较好地解决了高应力软弱夹层顶板巷道稳定性问题。

关键词: 高应力, 软弱夹层顶板, 大断面巷道, 三维支护结构, 帮顶底一体化控制

Abstract: In order to solve the problem of surrounding rock stability and safety control in large-section roadway roof embedded high-stress weak intercalated seam, taking the 2302 return airway in Licun Mine as the project background, the deformation law in the return airway under different support parameters was studied by analyzing previous support problems and applying FLAC3D software. Meanwhile, support parameters in 2302 return airway were optimized, the technique of three-dimensional support structure combining with sidewall-roof-floor integrated control was proposed, and the scheme of roadway surrounding rock control in high-stress weak intercalated seam was presented. The application results show that during the process of mining, maximum roof subsidence, maximum two-sided displacement and maximum floor heave in 2302 return airway are 21.6cm, 35.6cm and 15.7cm respectively. The control scheme has a certain application value due to the fact that it can effectively solve the problem of roadway stability roof embedded high-stress weak intercalated seam.

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