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孤岛综放面区段煤柱优化及围岩控制技术

Coal Pillar Optimization and Surrounding Rock Control Technology of the Isolated Fully Mechanized Caving Coal Face

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【作者】 吴林梓王红胜李树刚董永建

【Author】 WU Lin-zi1,2,WANG Hong-sheng1,3,LI Shu-gang1,DONG Yong-jian2(1.School of Energy,Xi’an University of Science and Technology,Xi’an 710054,China;2.Xunyi County Zhongda Yanjiahe Coal Mine Limited Company,Xunyi 711300,China;3.State Key Laboratory of Coal Resources and Safe Mining,China University of Mining and Technology,Xuzhou 221116,China;)

【机构】 西安科技大学能源学院旬邑县中达燕家河煤矿有限公司中国矿业大学煤炭资源与安全开采国家重点实验室

【摘要】 煤柱合理宽度直接影响孤岛综放面沿空巷道围岩控制效果。针对8105孤岛综放面地质条件,提出采用锚梁网索联合支护技术控制围岩变形。基于8105轨道运输巷支护方案,采用非线性数值计算方法对不同宽度煤柱条件下围岩控制效果进行了优化分析,确定了合理煤柱宽度为6.5 m。实施效果表明了留设煤柱宽度合理,支护方案能有效控制巷道围岩变形,取得了满意的技术经济效果。

【Abstract】 The coal pillar’s rational width directly affects the gob-side entry surrounding rock control effect of the isolated fully mechanized caving face.Aiming at the geological conditions of the 8105 isolated fully mechanized caving face,and the combined supporting technique of wire meshes beam and cable anchor was put forward.Based on the support scheme of the 8105 track transport roadway,the nonlinear numerical calculation method was adopted to analyze the surrounding rock control effect under the condition of different coal pillar width.The project application effect indicated that the coal pillar width of 6.5 m was reasonable,and the supporting scheme can control the roadway’s deformation effectively,and the satisfactory technical and economic effects were obtained.

【基金】 国家自然科学基金资助项目(50574072,51174157);中国矿业大学煤炭资源与安全开采国家重点实验室开放基金资助项目(09KF06)
  • 【文献出处】 煤矿安全 ,Safety in Coal Mines , 编辑部邮箱 ,2013年01期
  • 【分类号】TD353
  • 【被引频次】12
  • 【下载频次】159
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