|
|
|
| FAILURE CHARACTERISTIC OF COAL ROADWAY WITH WATER SPRAYING AND GUSHING IN FRAGMENTATION ROOF AND ITS CONTROL COUNTERMEASURES |
| YAN Hong,HE Fulian,DUAN Qitao |
| (College of Resources and Safety Engineering,China University of Mining and Technology,Beijing 100083,China) |
|
|
|
|
Abstract Aiming at the problem of surrounding rock violent failure of coal roadways with water spraying and gushing and fragmentation roof in the period of supporting and service processes,combining the field investigation,rock and coal experiment,numerical simulation,theoretical analysis and field test, the deformation mechanism of roadway,distribution of surrounding rock displacement field with I-steel support and bolt support and the corresponding dynamic failure characteristics,water spraying quantity of roof borehole,anchoring force test of bolt and cable applying new waterproof anchor agent and control measurement of fragmentation roof are researched systematically. Main contains and conclusions are as follows. (1) The destruction of fragmentation coal roof with water spraying and gushing mainly are the comprehensive actions of partial loading of support structure,invalidation of bolt and cable supporting weaken by water spraying of borehole and bed separation induced by large difference of rigid strengths of roof composite coal structure. (2) The new waterproof resin anchor agent is researched;and its stability performance is proved by both the bolting test in the fragmentation coal roof with water spraying and gushing and the later monitoring results of the cable. (3) The controlling countermeasures for the fragmentation coal roof with water spraying and gushing,which is called as “one system with four aspects”,are proposed;and the corresponding mechanical effect and the function to keep the roof stability of the concrete supporting measures are analyzed. (4) A typical successful case with the comprehensive controlling countermeasures of “one system with four aspects” applied to the fragmentation coal roof with water spraying and gushing is introduced in detail. The research achievements have been adopted in Huozhou mining and have the theoretical and practical values for the support technology of roadways with analogous conditions.
|
|
Received: 19 August 2011
|
|
|
|
| [1] 康红普,王金华. 煤巷锚杆支护理论与成套技术[M]. 北京:煤炭工业出版社,2007:344–346.(KANG Hongpu,WANG Jinhua. Rock bolting theory and complete technology for coal roadways[M]. Beijing:China Coal Industry Publishing House,2007:344–346.(in Chinese))
[2] 陈钢林,周仁德. 水对受力岩石变形破坏宏观力学效应的实验研究[J]. 地球物理学报,1991,34(3):335–342.(CHEN Ganglin,ZHOU Rende. An experimental study concerning the macroscopic effect of water on the deformation and failure of loaded rocks[J]. Chinese Journal of Geophysics,1991,34(3):335–342.(in Chinese))
[3] 周翠英,彭泽英,尚 伟,等. 论岩土工程中水–岩相互作用研究的焦点问题——特殊软岩的力学变异性[J]. 岩土力学,2002,23(1):124–128.(ZHOU Cuiying,PENG Zeying,SHANG Wei,et al. On the key problem of the water-rock interaction in geo-engineering:mechanical variability of special weak rocks and some development trends[J]. Rock and Soil Mechanics,2002,23(1):124–128.(in Chinese))
[4] 刘长武,陆士良. 泥岩遇水崩解软化机制的研究[J]. 岩土力学,2000,21(1):28–31.(LIU Changwu,LU Shiliang. Research on mechanism of mudstone degradation and softening in water[J]. Rock and Soil Mechanics,2000,21(1):28–31.(in Chinese))
[5] 勾攀峰,陈启永,张 盛. 钻孔淋水对树脂锚杆锚固力的影响分析[J]. 煤炭学报,2004,29(6):680–683.(GOU Panfeng,CHEN Qiyong,ZHANG Sheng. Influence analysis of the anchor-hold of the resin bolt by the draining water in the drill hole[J]. Journal of China Coal Society,2004,29(6):680–683.(in Chinese))
[6] 冯志强,康红普. 新型聚氨酯堵水注浆材料的研究及应用[J]. 岩土工程学报,2010,32(3):375–380.(FENG Zhiqiang,KANG Hongpu. Development and application of new waterproof grouting materials of polyurethane[J]. Chinese Journal of Geotechnical Engineering,2010,32(3):375–380.(in Chinese))
[7] 高明仕,张 农,张连福,等. 伪硬顶高地压水患巷道围岩综合控制技术及工程应用[J]. 岩石力学与工程学报,2005,24(21):3 996– 4 002.(GAO Mingshi,ZHANG Nong,ZHANG Lianfu,et al. Synthetical control technique and engineering application to roadway with false-hard roof high surrounding pressure and water disturbance[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(21):3 996–4 002.(in Chinese))
[8] 许兴亮,张 农. 富水条件下软岩巷道变形特征与过程控制研究[J]. 中国矿业大学学报,2007,36(3):298–302.(XU Xingliang,ZHANG Nong. Study of control process deformation behavior and soft rock drift under rich water condition[J]. Journal of China University of Mining and Technology,2007,36(3):298–302.(in Chinese))
[9] 曾佑富,伍永平,来兴平,等. 复杂条件下大断面巷道顶板冒落失稳分析[J]. 采矿与安全工程学报,2009,26(4):423–432.(ZENG Youfu,WU Yongping,LAI Xingping,et al. Analysis of roof caving instability mechanism of large-section roadway under complex conditions[J]. Journal of Mining and Safety Engineering,2009,26(4):423–432.(in Chinese))
[10] 聂建伟,钟新春. 淋水复合顶板巷道锚梁网支护设计与应用分析[J]. 煤矿开采,2007,12(2):39–41.(NIE Jianwei,ZHONG Xinchun. Bolting beam mesh supporting design and application analysis for tricking roadway with combined roof[J]. Coal Mining Technology,2007,12(2):39–41.(in Chinese))
[11] 吴智明. 煤巷围岩遇水软化条件下的锚杆支护技术研究[C]// 谷拴成,杨更社,任建喜编. 西部矿山建设工程理论与实践. 徐州:中国矿业大学出版社,2009:372–376.(WU Zhiming. The study for bolt supporting technology in the coal roadway surrounding rock of water-weaking[C]// GU Shuancheng,YANG Gengshe,REN Jianxi,ed. The Engineering Theory and Application of West Mining Construction. Xuzhou:China University of Mining and Technology Press,2009:372–376.(in Chinese))
[12] 姚强岭,李学华,瞿建迪,等. 泥岩顶板巷道遇水冒顶机制与支护对策分析[J]. 采矿与安全工程学报,2008,28(1):28–33.(YAO Qiangling,LI Xuehua,QU Jiandi,et al. Supporting countermeasures and roof falling mechanism reacting with water in mudstone roof roadway[J]. Journal of Mining and Safety Engineering,2008,28(1):28–33.(in Chinese))
[13] 杨吉平. 灵武矿区水患煤层巷道破坏特征及控制技术研究[硕士学位论文][D]. 徐州:中国矿业大学,2009.(YANG Jiping. Research on the destruction characteristics and control technique of seam roadway with water disturbance in Lingwu mining area[M. S. Thesis][D]. Xuzhou:China University of Mining and Technology,2009.(in Chinese))
[14] 杨永康,季春旭,康天合,等. 大厚度泥岩顶板煤巷破坏机制及控制对策研究[J]. 岩石力学与工程学报,2011,30(1):58–66.(YANG Yongkang,JI Chunxu,KANG Tianhe,et al. Damage mechanisms of mudstone roof with great-thick in coal roadway and its controlling countermeasures[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(1):58–66.(in Chinese))
[15] 孟召平. 煤层顶板沉积岩体结构及其对顶板稳定性的影响[博士学位论文][D]. 北京:中国矿业大学,1999.(MENG Zhaoping. Sedimentary rock mass structure of coal roof and its influence on the roof stability[Ph. D. Thesis][D]. Beijing:China University of Mining and Technology,1999.(in Chinese))
[16] 刘 建,李 鹏,乔丽萍,等. 砂岩蠕变特性的水物理化学作用效应试验研究[J]. 岩石力学与工程学报,2008,27(12):2 540–2 551. (LIU Jian,LI Peng,QIAO Liping,et al. Experimental research on creep behavior and mechanism of sand stones with hydro- physico- chemical effects[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(12):2 540–2 551.(in Chinese))
[17] 乔丽苹,刘 建,冯夏庭. 砂岩水物理化学损伤机制研究[J]. 岩石力学与工程学报,2007,26(10):2 117–2 124.(QIAO Liping,LIU Jian,FENG Xiating. Study on damage mechanism of sandstone under hydro-physico-chemical effects[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(10):2 117–2 124.(in Chinese))
[18] SCESI L,GATTINONI P. Water circulation in rocks[M]. London:Springer,2009:87–93.
[19] 国家安全生产监督管理总局,国家煤矿安全监察局. 煤矿防治水规定[M]. 北京:煤炭工业出版社,2009:6–9.(State Administration of Work Safety,State Administration of Coal Mine Safety. Rule of mine prevention and cure water disaster[M]. Beijing:China Coal Industry Publishing House,2009:6–9.(in Chinese))
[20] 张 盛,勾攀峰,樊 鸿. 水和温度对树脂锚杆锚固力的影响[J].东南大学学报,2005,35(增1):49–54.(ZHANG Sheng,GOU Panfeng,FAN Hong. Influence of water and temperature on resin anchor-hold[J]. Journal of Southeast University,2005,35(Supp.1):49–54.(in Chinese))
[21] 杨绿刚. 防水树脂锚固剂的试验研究[J]. 煤矿安全,2008,12(3): 11–13.(YANG Lugang. Experimental study of waterproof resin anchorage agent[J]. Safety in Coal Mines,2008,12(3):11–13.(in Chinese))
[22] 何富连,严 红,杨绿刚,等. 淋水碎裂顶板煤巷锚固试验研究与实践[J]. 岩土力学,2011,32(9):2 591–2 595.(HE Fulian,YAN Hong,YANG Lugang,et al. Anchorage experimental research on a coal roadway with water spraying and broken roof and its application[J]. Rock and Soil Mechanics,2011,32(9):2 591– 2 595.(in Chinese))
[23] 仵彦卿. 岩土水力学[M]. 北京:科学出版社,2009:38–41.(WU Yanqing. Geohydraulics[M]. Beijing:Science Press,2009:38–41.(in Chinese))
[24] 樊克恭,蒋金泉. 弱结构巷道围岩变形破坏与非匀称控制机制[J]. 中国矿业大学学报,2007,36(1):54–59.(FAN Kegong,JIANG Jinquan. Deformation failure and non-harmonious control mechanism of surrounding rocks of roadways with weak structure[J]. Journal of China University of Mining and Technology,2007,36(1):54–59.(in Chinese)) |
| [1] |
LI Botao1, 2, 3, TAN Yuxuan1, LIN Haifei4, 5*, WEI Jianping1, 2, 3, ZHANG Hongtu1, 2, 3, LI Shugang4, 5, WEI Zongyong4, 5, WANG Pei4, LUO Rongwei4, LIU Yanwei1, 2, 3. Mechanical properties and mesoscopic damage evolution of coal under liquid-nitrogen freezing at different initial temperatures[J]. , 2026, 45(6): 1757-1772. |
|
|
|
|