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工作面端头L形区煤柱体诱发冲击机理及防治研究

郭金刚,  王伟光,  杨增强,  何富连,  赵勇强,  郑铮

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文章导航 > 矿业科学学报  > 2017 >  2(1): 49-57
郭金刚, 王伟光, 杨增强, 何富连, 赵勇强, 郑铮. 工作面端头L形区煤柱体诱发冲击机理及防治研究[J]. 矿业科学学报, 2017, 2(1): 49-57.
引用本文: 郭金刚, 王伟光, 杨增强, 何富连, 赵勇强, 郑铮. 工作面端头L形区煤柱体诱发冲击机理及防治研究[J]. 矿业科学学报, 2017, 2(1): 49-57.
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Guo Jingang, Wang Weiguang, Yang Zengqiang, He Fulian, Zhao Yongqiang, Zheng Zheng. Research of coal pillar inducing rock burst in L-shaped zone of working face and prevention technology[J]. Journal of Mining Science and Technology, 2017, 2(1): 49-57.
Citation: Guo Jingang, Wang Weiguang, Yang Zengqiang, He Fulian, Zhao Yongqiang, Zheng Zheng. Research of coal pillar inducing rock burst in L-shaped zone of working face and prevention technology[J]. Journal of Mining Science and Technology, 2017, 2(1): 49-57.
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工作面端头L形区煤柱体诱发冲击机理及防治研究

  • 中国矿业大学(北京)资源与安全工程学院,北京100083

基金项目: 国家自然科学基金重点资助(51234005,51574243);中央高校基本科研业务费专项资金(2010YZ02);国家重点研发计划(2016YFC0801403)
详细信息
    作者简介:

    郭金刚(1964—),男,河南中牟人,博士,高级工程师,从事矿山压力与岩层控制方法的研究。377633881@qq.com

    通讯作者:

    杨增强(1987—),男,山西长治人,博士研究生,从事冲击地压、巷道支护方面的研究工作。Tel:18801297615

  • 中图分类号: TD324

Research of coal pillar inducing rock burst in L-shaped zone of working face and prevention technology

  • College of Resource and Safety Engineering,China University of Mining and Technology,Beijing 100083,China

    摘要
  • 摘要: 为了研究深部开采工作面端头L形区煤柱体失稳诱发两类典型的巷帮冲击地压,基于宝积山煤矿705综放工作面5次冲击地压显现与工作面推进位置关系,分析了一定围压条件下煤柱体的受力状态和力学响应,并推导出了煤柱体失稳破坏与作用载荷的关系。利用FLAC3D软件应变软化模型模拟研究了集中静载荷和动载荷组合作用下煤柱体的应力-应变特性,结果表明:初始静载荷变化对煤柱体失稳发生冲击的影响作用要高于动载荷变化,集中静载荷起储存冲击能作用,动载荷起诱发冲击作用。提出锚网索支护+高压水射流巷帮卸压协同作用防治巷道冲击地压方法,模拟分析显示围岩应力分布满足强弱强(3S)三重防冲结构,围岩结构弯矩分布均匀合理。本研究为协同作用防治巷道冲击地压提供了理论依据。
    Abstract: In order to study the coal pillar in L-shaped zone of working face inducing two kinds of typical rock burst in deep mining,the relation between the position of 705 fully mechanized working face and the corresponding 5 times rock burst records is used to study the stress state and mechanical response of coal pillar under certain confining pressure condition,and the relation between coal pillar unstable failure and load is determined.The stress-strain characteristics of coal pillar under dynamic and static combined load are studied by using the strain-softening model of FLAC3D numerical simulation.The results show that the change of static load has a greater effect than dynamic load on coal pillar unstable failure.The static load plays a role in storing energy,and dynamic load play a role in inducing rock burst.The paper puts forward to use bolt-mesh-cable support and high-pressure water jet unloading combined technology to prevent rock burst in roadways.The numerical simulation results show that stress distribution of surrounding rock meets the model of strong-soft-strong(3S) structure,and the moment distribution is reasonable.The study conclusions provide theoretical foundation and a new guidance for preventing rock burst by synergistic effect technology in roadways.
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    • 参考文献(37)
  • [1] 潘一山,李忠华,章梦涛,等.我国冲击地压分布、类型、机制及防治研究[J].岩石力学与工程学报,2003,22(11):1844-1851.
    [2] Pan Yishan,Li Zhonghua,Zhang Mengtao,et al.Distribution,type,mechanism and prevention of rockburst in China[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(11):1844-1851.
    [3] 潘俊锋,宁宇.煤矿开采冲击地压启动理论[J].岩石力学与工程学报,2012,31(3):586-596.
    [4] Pan Junfeng,Ning Yu. Theory of rockburst start-up during coal mining[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(3):586-596.
    [5] 窦林名,赵从国,杨思光,等.煤矿开采冲击矿压灾害防治[M].徐州:中国矿业大学出版社,2006.
    [6] 苏承东,李化敏.深埋高应力区巷道冲击地压预测与防治方法研究[J].岩石力学与工程学报,2008,27(2):3840-3846.
    [7] Su Chengdong,Li Huamin.Study on forecast and prevention methods for rockburst of deep roadway with high geostress[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(2):3840-3846.
    [8] 贺虎,窦林名,巩思园,等.巷道防冲机理及支护控制研究[J].采矿与安全工程学报,2010,27(1):40-44.
    [9] He Hu,Dou Linmin,Gong Siyuan,et al.Mechanism of rockburst prevention and supporting control technology in roadways[J].Journal of Mining & Safety Engineering,2010,27(1):40-44.
    [10] 姜耀东,潘一山,姜福兴,等.我国煤矿开采中的冲击地压机理和防治[J].煤炭学报,2014,39(2):205-213.
    [11] Jiang Yaodong,Pan Yishan,Jiang Fuxing,et al.State of the art review on mechanism and prevention of coal bumps in China[J].Journal of China Coal Society,2014,39(2):205-213.
    [12] Qiao Jianyong. Julia sets and complex singularities of free energies[J]. Memoirs of American Mathematical Society,2015,23(4):144-151.
    [13] 潘俊锋,宁宇,毛德兵,等.煤矿开采冲击地压启动理论[J].岩石力学与工程学报,2012,31(3):586-596.
    [14] Pan Junfeng,Ning Yu,Mao Debing,et al.Theory of rockburst start-up during coal mining[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(3):586-596.
    [15] 何江.煤矿采动动载对煤岩体的作用及诱冲机理研究[D].徐州:中国矿业大学,2013.
    [16] 李夕兵,李地元,郭雷,等.动力扰动下深部高应力矿柱力学响应研究[J].岩石力学与工程学报,2007,26(5):922-927.
    [17] Li Xibing,Li Diyuan,Guo Lei,et al.Study on mechanical response of highly-stressed pillars in deep mining under dynamic disturbance[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(5):922-927.
    [18] 彭维红,卢爱红.应力波作用下巷道围岩层裂失稳的数值模拟[J].采矿与安全工程学报,2008,25(2):213-216.
    [19] Peng Weihong,Lu Aihong.Numerical simulation of layered crack and failure of roadway surrounding rock under the action[J].Journal of Mining & Safety Engineering,2008,25(2):213-216.
    [20] 温颖远,牟宗龙,易恩兵,等.动力扰动下不同硬度煤层巷道围岩响应特征研究[J].采矿与安全工程学报,2013,30(4):555-559.
    [21] Wen Yingyuan,Mu Zonglong,Yi Enbing,et al.The response features of roadway surrounding rock in different hardness coal seams under dynamic disturbance[J].Journal of Mining & Safety Engineering,2013,30(4):555-559.
    [22] 窦林名,陆蔡平,牟宗龙,等.冲击矿压的强度弱化减冲理论及其应用[J].煤炭学报,2005,30(5): 690-694.
    [23] Dou Linming,Lu Caiping,Mou Zonglong,et al.Intensity weakening theory for rockburst and its application[J].Journal of China Coal Society,2005,30(5):690-694.
    [24] 李剑锋,何岗,国兴福.深孔卸压爆破控制冲击地压的机理及应用[J].煤炭科技,2008,24(1):75-77.
    [25] Li Jianfeng,He Gang,Guo Xingfu.Mechanism and application of deep hole pressure relief blast to control rockburst[J].Coal Science & Technology Magazine,2008,24(1):75-77.
    [26] 张兆民.大直径钻孔卸压机理及其合理参数研究[D].青岛:山东科技大学,2011.
    [27] 张春华,刘泽功,王佰顺,等.高压注水煤层力学特性演化数值模拟与试验研究[J].岩石力学与工程学报,2009,28（增刊）:3371-3375.
    [28] Zhang Chunhua,Liu Zegong,Wang Baishun,et al.Properties evolution of high pressure water injection coal seam[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(S):3371-3375.
    [29] 高明仕.冲击矿压巷道围岩的强弱强结构控制机理研究[D].徐州:中国矿业大学,2006.
    [30] 康红普,王金华,林建.高预应力强力支护系统及其在深部巷道中的应用[J].煤炭学报,2007,32(12):1233-1238.
    [31] Kang Hongpu,Wang Jinhua,Lin Jian.High pretensioned stress and intensive bolting system and its application to deep roadways[J].Journal of China Coal Society,2007,32(12):1233-1238.
    [32] 吕祥锋,潘一山,李忠华,等.爆炸冲击载荷作用下吸能支护巷道变形规律研究[J].岩土工程学报,2011,33(8):1223-1226.
    [33] Lü Xiangfeng,Pan Yishan,Li Zhonghua,et al.Law of roadway deformation of energy absorbing support under explosive loading[J].Chinese Journal of Geotechnical Engineering,2011,33(8):1223-1226.
    [34] 宋振骐.实用矿山压力控制[M].徐州:中国矿业大学出版社,1988.
    [35] 沈珠江.理论土力学[M].北京:水利水电出版社,2000.
    [36] 周勇,王涛,吕庆,等.基于FLAC3D岩石应变软化模型的研究[J].长江科学院院报,2012,29(5):51-56.
    [37] Zhou Yong,Wang Tao,Lü Qing,et al.Strain softening model of rock based on FLAC3D[J].Journal of Yangtze River Scientific Research Institute,2012,29(5):51-56.
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  • 收稿日期:  2016-07-05
  • 刊出日期:  2017-02-15

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