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暗斜井变形破坏与煤柱之间关系

Relationship between Deformation Failure of Blind Incline Shafts and Their Safety Pillars

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【作者】 翟新献杨小林曾宪桃

【Author】 ZHAI Xin-xian 1,2 , YANG Xiao-lin 2, ZENG Xian-tao 2 (1. College of Resource and Safety Engineering, China University of Minin g and Technology, Beijing 100083, China; 2. Department of Resources and Material Engineering, Jiaozuo Institute of Technology, Jiaozuo 454000, Henan, China)

【机构】 中国矿业大学北京校区资源与安全工程学院焦作工学院资材系焦作工学院资材系 北京100083河南焦作454000河南焦作454000

【摘要】 针对千秋煤矿暗斜井穿岩巷道的特点、采动对暗斜井的影响状况 ,阐述了暗斜井在保护煤柱固定支承压力作用下 ,利用拱形可缩性金属支架、锚喷网支护进行一、二次大修的过程。利用围岩有效载荷系数 ,解释了暗斜井变形破坏机理 ,最后指出了大面积卸压是保持暗斜井长期稳定的经济有效方法 ,并给出了卸压开采范围

【Abstract】 Based on the characteristics of cruts of blind incline shafts of Q ianqiu mine and the affect of mining on the blind incline shafts, the 1st and 2n d major maintenances performed using yielding metal support and bolting and shot creting wire mesh by the effect of their safety pillar’s abutment pressure are d escribed. The mechanism of deformation failure of blind incline shafts is explai ned using effective load coefficients of surrounding rock. It is pointed out tha t large area destressing is an economic and effective method, which can keep bl ind incline shafts in stable state for long time and give destressing mining ran ge.

  • 【文献出处】 矿冶工程 ,Mining and Metallurgical Engineering , 编辑部邮箱 ,2003年02期
  • 【分类号】TD26
  • 【被引频次】5
  • 【下载频次】84
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