煤炭工程 ›› 2020, Vol. 52 ›› Issue (11): 42-46.doi: 10.11799/ce202011009

• 施工技术 • 上一篇    下一篇

特厚煤层迎采扰动沿空掘巷围岩控制技术研究

郭重托   

  1. 伊犁永宁煤业化工有限公司
  • 收稿日期:2019-12-10 修回日期:2020-02-19 出版日期:2020-11-16 发布日期:2020-12-16
  • 通讯作者: 郭重托 E-mail:3142998938@qq.com

Study on Surrounding Rock Control of Driving Along Goaf in Face Mining Disturbance of Extra Thick Coal Seam

  • Received:2019-12-10 Revised:2020-02-19 Online:2020-11-16 Published:2020-12-16

摘要: 以伊犁永宁煤业化工有限公司2302工作面回风巷为背景,借助现场实测、数值模拟等手段,分析2301工作面超前采动应力和侧向支承应力影响范围,确定了超前80m和滞后100m为迎采扰动影响范围,在此基础上进一步分析了不同煤柱宽度2302工作面回风巷围岩的承载演化规律,确定了2302工作面回风巷合理窄煤柱宽度为60m。最后提出了在迎采扰动范围内,锚杆索支护和单体液压支柱配合π型梁的补强支护技术,并应用在2302工作面回风巷,矿压观测结果表明,特厚煤层迎采扰动沿空掘巷60m煤柱宽度及围岩控制技术的合理性,研究结果对缓解采掘接替紧张的问题具有重要应用价值。

关键词: 迎采扰动, 沿空掘巷, 煤柱宽度, 补强支护, 围岩控制

Abstract: Based on the roadway layout and surrounding rock control of 2302 upper drift disturbed driving along goaf in Yili Yongning Coal Chemical Co., Ltd, the background mining and numerical simulation were used to analyze the advanced mining stress and lateral support of the 2301 working face. The range of stress influence is determined. The advance 80m and the lag 100m are the influence range of the disturbing disturbance. On this basis, the bearing evolution law of the surrounding rock of the different coal pillar width 2302 is further analyzed, and the reasonable narrow coal pillar of the 2302 upper channel is determined. The width is 6.0m. Finally, the reinforcement support technology of the anchor cable support and the single hydraulic props with the π beam is proposed in the range of the disturbance, and the industrial test is carried out on the 2302 groove. The results of the mine pressure observation show that in the extra-thick coal seam, the 6.0m coal pillar width and the surrounding rock control technology of the excavation along the goaf are disturbed. The research results have important application value for alleviating the problem of tight mining succession.

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