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主办单位:煤炭科学研究总院有限公司、中国煤炭学会学术期刊工作委员会
深部软弱破碎复合顶板煤巷稳定控制技术
  • Title

    Stability control technology for deep soft and broken composite roof in coal roadway

  • 作者

    孟庆彬孔令辉韩立军李云聂军委李浩高杰

  • Author

    MENG Qingbin1,2 ,KONG Linghui3 ,HAN Lijun1 ,LI Yun1 ,NIE Junwei1 ,LI Hao1 ,GAO Jie1

  • 单位

    中国矿业大学深部岩土力学与地下工程国家重点实验室山东科技大学山东省土木工程防灾减灾重点实验室北京中煤矿山工程有限公司

  • Organization
    1. State Key Laboratory for Geomechanics add Deep Underground Engineering,China University of Mining and Technology,Xuzhou  221116,China; 2. Shan-dong Provincial Key Laboratory of Depositional Mineralization & Sedimentary Minerals (Shangdong University of Science and Technology),Qingdao  266590, China; 3. Beijing China Coal Mine Engineering Co. ,Ltd. ,Beijing  100013,China
  • 摘要
    针对深部软弱破碎复合顶板矩形断面煤巷易冒顶、大变形、难支护等特点,基于锚杆和锚索支护理论,提出了兼具组合梁和组合拱承载效应的梁-拱锚固承载结构,分析了梁-拱锚固结构的几何特征,揭示了不同锚固参数条件下梁-拱锚固结构的形成过程及演化规律,反映了不同支护形式下煤巷顶板的锚固结构效应。采用FLAC3D模拟研究了4种支护技术方案条件下深部软弱破碎复合顶板煤巷围岩位移与塑性区损伤扩展演化规律,揭示了不同支护技术方案对矩形断面煤巷围岩的控制效果,验证了采用基于梁-拱锚固结构的深部软弱破碎复合顶板矩形断面煤巷支护技术方案的合理性,并进行了井下工业性试验。监测结果表明,采用"梁-拱锚固结构"支护技术方案有效地控制了深部软弱破碎复合顶板煤巷离层与大变形,维持了深部软弱破碎复合顶板煤巷围岩与支护结构的稳定及安全。
  • Abstract
    In terms of the roof fall,large deformation and difficult support of deep soft broken composite roof in rectan- gular section coal roadway,based on the support theory of bolting and rope,this study put forward the beam-arch bear- ing structure which had the feature of composite beams and composite arch. The geometrical charac-teristics of the an- chorage of beam-arch structure was analyzed,it revealed the formation process and evolution law of the beam-arch an- chorage structure with different anchorage parameters and reflected the anchorage structure effects for different support- ing programs. Four kinds of supporting technology solutions were studied by FLAC3D to simulate the surrounding rock displacement of deep soft broken composite roof and the damage extension evolution of plastic zone. It reveals the con- trol effect of different supporting technology solutions in rectangular cross section coal roadway. The rationality of sup- porting technology scheme based on beam-arch structure in deep soft broken composite roof was validated,and the un- derground industrial test was carried out. Monitoring results show that the supporting technology of beam-arch structure effectively controls the deep soft broken composite roof abscission layer and large deformation. It can maintain the deep soft broken compound roof coal roadway surrounding rock and supporting structure stability and safety.
  • 关键词

    深部软弱破碎煤巷复合顶板梁-拱锚固结构FLAC3D数值模拟

  • KeyWords

    deep;weak and broken coal roadway;compound roof;beam-arch anchor structure;FLAC3D numerical sim- ulation

  • 基金项目(Foundation)
    国家自然科学基金资助项目(51574223);中国博士后科学基金资助项目(2015M580493,2017T100420);
  • DOI
  • Citation
    MENG Qingbin,KONG Linghui,HAN Lijun,et al. Stability control technology for deep soft and broken composite roof in coal roadway[J]. Journal of China Coal Society,2017,42(10):2554-2564.
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