煤炭工程 ›› 2014, Vol. 46 ›› Issue (6): 53-55.doi: 10.11799/ce201406019

• 施工技术 • 上一篇    下一篇

过小窑破坏区巷道围岩锚固设计

贾存华   

  1. 山西煤炭运销集团有限公司
  • 收稿日期:2014-01-06 修回日期:2014-02-25 出版日期:2014-06-10 发布日期:2014-06-16
  • 通讯作者: 贾存华 E-mail:jch2162@126.com

Roadway Rock Anchoring Design of Through Mine Destroyed Zone

  • Received:2014-01-06 Revised:2014-02-25 Online:2014-06-10 Published:2014-06-16

摘要:

摘要:基于大通煤业材料大巷掘进过程中,面临通过小窑采空巷道(即材料大巷巷帮为采空区)破坏区时围岩应力集中、稳定性差、巷道施工难度大、安全危胁大等现状,通过理论分析、现场取样实验室参数测定、方案设计、专家会诊,提出了一次支护采用锚网索喷支护方式,二次支护采用钢筋混凝土边墙+矿用工字钢顶梁组合二次支护,通过公式推导,采用的锚固方式和支护参数能够有效地控制围岩变形。

关键词: 关键词:小窑破坏区, 采空区巷道, 锚固参数, 二次支护

Abstract:

Abstract: Da-tong Mine material roadway encountered difficulties of rock stress concentration, poor stability , roadway construction and security threats ,because through goaf roadway (In other wordsroadside is only small mine destroyed zone). Through theoretical analysis, field sampling laboratory parameters measured, program design, expert consultation, presented a support using anchor net shotcrete method using secondary support miners, steel reinforced concrete sidewall + Roof Beam secondary support on the roof separation monitoring results show that the anchoring methods and parameters can effectively control anchoring rock deformation. during excavation

Key words: Key words:small mine destroyed zone, goaf roadway, anchorage parameter, secondary support