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山东大学学报(工学版) ›› 2009, Vol. 39 ›› Issue (4): 87-91.

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深井综放沿空掘巷合理支护形式研究

靖洪文 许国安 曲天智 张春雨   

  1. 靖洪文 许国安  张春雨: 深部岩土力学与地下工程国家重点实验室, 江苏 徐州 221008; 
    靖洪文 许国安  张春雨: 中国矿业大学建筑工程学院, 江苏 徐州 221116; 
    曲天智:兖州煤业股份公司, 山东 邹城 253710
  • 收稿日期:2009-05-20 出版日期:2009-08-24 发布日期:2009-08-24
  • 作者简介:靖洪文(1963-),男,山东聊城人,教授,博士生导师,博士后,从事岩土工程方面的研究工作.E-mail: hwjing@cumt.edu.cn
  • 基金资助:

    国家自然科学基金资助项目(50674083,50490273);十一五科技支撑计划资助项目(2008BAB36B07)

Research on the suitable support form of deep gob-side entry in fully mechanized top coal caving mining

  1.   JING Hong-Wen, XU Guo-An,, ZHANG Chun-Yu:State Key Laboratory for Geomechanics and Deep Underground Engineering, Xuzhou 221008, China;  JING Hong-Wen, XU Guo-An,, ZHANG Chun-Yu: School of Architecture and Civil Engineering, China University of Mining & Technology, Xuzhou 221116, China; QU Tian-Zhi:Yanzhou Coal Co. Ltd., Zoucheng 253710, China
  • Received:2009-05-20 Online:2009-08-24 Published:2009-08-24

摘要:

为了给深井综放沿空掘巷的支护选型和参数设计提供指导与依据,首先从结构力学的角度对目前综放沿空掘巷常用的工字钢棚和锚网梁(索)2种支护形式的作用机理进行了分析,然后通过实验室物理模拟试验研究了上述2种支护形式的作用效果,并且从关键承载层与次生承载层的相互关系分析了锚索的支护作用.结果显示,锚网梁(索)支护能很好地适应深井综放沿空掘巷的变形特点与维护要求,是理想的支护形式;顶板锚索的作用主要是将锚杆锚固形成的次生承载层与深部关键承载层连接起来,大大增强围岩稳定性.

关键词: 深井;沿空掘巷;支护形式;结构分析;物理模拟

Abstract:

To provide guidance and basis for the selection of support form and  the design of support parameters of deep gob-side entry,the action mechanisms of two support forms, i.e. I-steel set support and bolt support with wire mesh, bar and cable were analyzed from the aspect of structural mechanics, and then  their supporting effects were investigated by physical simulation in the laboratory. The supporting principle of cable was analyzed based on the interrelation between the key bearing layer and the secondary one. The results showed  that the bolt support with wire mesh, bar and cable was  the perfect support form because it can well meet the requirement of deep gob-side entry for support, and  the primary role of the roof cable is to link the key bearing layer and the secondary one, which can greatly increase the stability of surrounding rocks.

Key words: deep mine; gob-side entry; support form; structure analysis; physical simulation

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