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现代矿业 ›› 2023, Vol. 39 ›› Issue (01): 81-.

• 采矿工程 • 上一篇    下一篇

综采工作面超前应力区围岩破碎机理及控制技术

孙阳   

  1. 晋能控股煤业集团忻州窑矿
  • 出版日期:2023-01-25 发布日期:2023-05-12

Broken Mechanism and Control Technology of Surrounding Rock in Advance Stress Area of Fully Mechanized Mining Face

SUN Yang   

  1. Xinzhouyao Mine of Jinneng Holding Coal Industry Group
  • Online:2023-01-25 Published:2023-05-12

摘要: 由于挖金湾矿8107 工作面回采期间受多重集中应力、煤层赋存、支护技术等影响,在 工作面回采至450 m处时回风顺槽超前应力区出现严重破碎现象。为解决该问题,分析超前应力 区围岩破碎机理,提出在超前应力区采用“深孔卸压+液压伸缩棚+水力膨胀锚杆”联合支护技术。 现场应用效果,顶板下沉量控制在0.17 m以下,底鼓量控制在0.32 m以下,两帮收敛量控制在0.35 m以下,有效控制了应力区围岩变形现象,大大提高了应力区巷道围岩成型效果,保证了工作面安 全高效回采。

关键词: 综采工作面, 超前应力区, 破碎机理, 联合支护技术

Abstract: Due to the influence of multiple concentrated stress,coal seam occurrence and support technology during mining at No. 8107 working face of Wajinwan Mine,the forward stress area of the return air channel appears serious breakage when the working face is mined to 450m. In order to solve this problem,the crushing mechanism of the surrounding rock in the leading stress area is analyzed and the combined supporting technology o“f deep hole pressure relief + hydraulic expansion shed + hydraulic expansion bolt”in the leading stress area is put forward. The field application effect shows that the measured subsidence of the roof is controlled below 0.17 m.The floor heave is controlled below 0.32 m,and the convergence of the two sides is controlled below 0.35 m,the deformation phenomenon of the surrounding rock in the stress zone is effectively controlled,which greatly improves the shaping effect of the surrounding rock of the roadway in the stress zone and ensures the safe and efficient mining of the working face.

Key words: fully mechanized mining face, advance stress zone, broken mechanism, support technology