深部软弱破碎复合顶板煤巷稳定控制技术
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FLAC^3D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...
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| Published in | 煤炭学报 Vol. 42; no. 10; pp. 2554 - 2564 |
|---|---|
| Main Author | |
| Format | Journal Article |
| Language | Chinese |
| Published |
山东科技大学山东省土木工程防灾减灾重点实验室,山东青岛266590%北京中煤矿山工程有限公司,北京,100013%中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏徐州,221116
2017
中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏徐州221116 |
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| Online Access | Get full text |
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| Abstract | 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FLAC^3D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。 |
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| AbstractList | TD322; 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. 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FLAC^3D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_FL | In terms of the roof fall,large deformation and difficult support of deep soft broken composite roof in rectangular section coal roadway,based on the support theory of bolting and rope,this study put forward the beam-arch bearing structure which had the feature of composite beams and composite arch.The geometrical charac-teristics of the anchorage of beam-arch structure was analyzed,it revealed the formation process and evolution law of the beam-arch anchorage structure with different anchorage parameters and reflected the anchorage structure effects for different supporting 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 control effect of different supporting technology solutions in rectangular cross section coal roadway.The rationality of supporting technology scheme based on beam-arch structure in deep soft broken composite roof was validated,and the underground 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. |
| Author | 孟庆彬;孔令辉;韩立军;李云;聂军委;李浩;高杰 |
| AuthorAffiliation | 中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏徐州221116;山东科技大学山东省土木工程防灾减灾重点实验室,山东青岛266590;北京中煤矿山工程有限公司,北京100013 |
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| Author_FL | MENG Qingbin GAO Jie HAN Lijun KONG Linghui LI Hao NIE Junwei LI Yun |
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| DOI | 10.13225/j.cnki.jccs.2017.0336 |
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| DocumentTitleAlternate | Stability control technology for deep soft and broken composite roof in coal roadway |
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| Keywords | deep 软弱破碎煤巷 FLAC3D数值模拟 beam-arch anchor structure FLAC3D numerical simulation weak and broken coal roadway 梁-拱锚固结构 深部 compound roof 复合顶板 |
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| Notes | deep ; weak and broken coal roadway ; compound roof; beam-arch anchor structure ; FLAC^3D numerical simulation MENG Qingbin1,2,KONG Linghui3,HAN Lijun1,LI Yun1,NIE Junwei1,LI Hao1,GAO Jie1（ 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） In terms of the roof fall,large deformation and difficult support of deep soft broken composite roof in rectangular section coal roadway,based on the support theory of bolting and rope,this study put forward the beam-arch bearing structure which had the feature of composite beams and composite arch. The geometrical charac-teristics of the anchorage of beam-arch structure was analyzed,it revealed the formation process and evolution law of the beam-arc |
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| PublicationTitle | 煤炭学报 |
| PublicationTitleAlternate | Journal of China Coal Society |
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| Publisher | 山东科技大学山东省土木工程防灾减灾重点实验室,山东青岛266590%北京中煤矿山工程有限公司,北京,100013%中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏徐州,221116 中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏徐州221116 |
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| SubjectTerms | FLAC^3D数值模拟 复合顶板 梁-拱锚固结构 深部 软弱破碎煤巷 |
| Title | 深部软弱破碎复合顶板煤巷稳定控制技术 |
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