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采动影响沿空掘巷小煤柱合理宽度与围岩控制技术

Rational Width of Small Coal-pillar along Gob and Surrounding Rock Control Technology

  • 摘要: 以成庄矿4310综放面4220沿空掘巷为研究对象,采用理论计算和数值模拟分析方法对沿空掘巷小煤柱宽度的合理留设进行深入研究,分析了不同煤柱宽度的塑性破坏区范围和煤柱区域的应力分布特征,进而结合现场实际地质生产条件,综合确定煤柱宽度为10m。根据现有巷道支护理论,确定了4220副巷围岩变形控制技术,并数值模拟分析采动影响沿空掘巷围岩变形特征,进而制定了高预应力高强度锚杆索支护方案与支护参数。4220副巷支护试验结果表明:高预应力高强度锚杆索支护技术对沿空掘巷服务期间围岩变形控制效果显著,提高了成庄矿煤炭资源采出率,为矿井后续沿空掘巷的使用提供技术依据。

     

    Abstract: Applying theoretical calculation and numerical simulation to researching rational width of small coal-pillar along gob in 4310 full-mechanized caving mining face, plastic zone range and stress distribution characteristic of coal-pillar under different coal-pillar widths was analyzed.Combining actual geological and mining condition, rational coal-pillar width was determined to be 10m.According to current supporting theory, deformation control of surrounding rock of 4220 roadway was selected.By numerically analyzing deformation characteristic of roadway influenced by mining, supporting projection of anchored bolt and cable with high pre-stress and high strength and supporting parameters were obtained.Practice showed that supporting effect of the supporting project was obvious which improved coal mining ratio and provided reference for later driving roadway along gob.

     

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