煤炭工程 ›› 2017, Vol. 49 ›› Issue (5): 91-94.doi: 10.11799/ce201705028

• 研究探讨 • 上一篇    下一篇

上区段覆岩未稳定沿空掘巷围岩控制综合技术研究

杨张杰   

  1. 安徽省煤炭科学研究院
  • 收稿日期:2016-12-22 修回日期:2017-03-07 出版日期:2017-05-09 发布日期:2017-07-25
  • 通讯作者: 杨张杰 E-mail:yangzhangjie@sina.com

Comprehensive Technical Research in Control of surrounding rock with Roadway Driving Along Goaf of Which Overlying Strata is Unstable

  • Received:2016-12-22 Revised:2017-03-07 Online:2017-05-09 Published:2017-07-25

摘要: 为了实现上区段覆岩未稳定沿空掘巷围岩控制,基于沿空掘巷煤柱力学环境的影响因素分析,以顾北矿1342(1)孤岛面回风巷道为工程背景,提出了一种以预加固煤柱为基础的围岩综合控制技术。通过数值模拟及现场工程实践,研究了围岩综合控制技术的支护效果。结果表明:在上区段覆岩未稳定情况下,沿空掘巷采用以预加固煤柱为基础的围岩综合控制技术,不仅可以提高煤柱的承载能力,保持煤柱的稳定,而且巷道围岩变形量明显降低,支护效果明显改善。

关键词: 预加固, 围岩控制, 沿空掘巷, 煤柱, 上区段覆岩

Abstract: Abstract : In ord to control the surrounding rock with roadway driving along goaf of which overlying strata is unstable. Based on analysis of Influencing Factors for mechanical environment in coal plillar with gob-side entry, Taking the return roadway of NO.1342(1) workface in Gubei mine as the engineering background, a comprehensive technical scheme of surrounding rock control based on coal pillar pre-reinforcement was proposed. Supporting effect of the scheme is studied by numerical simulation and the field engineering practice, The results show that roadway driving along goaf with the adoption of the comprehensive technical scheme when the overlying strata of last section was unstable, the bearing capacity of coal pillar was improved and the stability of coal pillar was maintained, the deformation of surrounding rock was reduced obviously, the supporting effect was improved obviously.

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