双巷掘进留窄小煤柱布置方式及围岩稳定性控制技术

doi:10.13722/j.cnki.jrme.2022.0302

Abstract
Figure/Table
References (0)
Related Citation (15)

Download: PDF (35600 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract In order to solve the problem of low resource recovery rate of traditional double entry driving and tight replacement of gob-side entry driving，taking the 11502 working face of the first mining area of Lower group coal mine in Zhaizhen Coal Mine as the engineering test object，this paper innovatively put forward an arrangement method of double entry driving with a narrow coal pillar in the middle，and constructed a narrow coal pillar high-strength composite reinforcement support technology. By adopting comprehensive research methods such as theoretical analysis，experimental test combined with numerical simulation，the arrangement principle of double entry driving with a narrow coal pillar and a narrow coal pillar reinforcement support technology are deeply researched and explored. The results show that the technology of double entry driving with a narrow coal pillar can realize the sequential succession of working faces and effectively improve the recovery rate in the mining area. The technology of narrow coal pillar composite reinforcement support is mainly based on advanced broken roof and relieved pressure，the improvement the bearing capacity of the narrow coal column side by anchor cable through coal pillar，and the high-strength composite reinforcement support of the concrete-filled steel tubular columns，which prevents the narrow coal pillars from prematurely entering a plastic state and then losing overall stability，and can effectively maintain long-term stability. Based on the combined structure theory of overburden rock，a coal pillar-roof structural mechanics model was established，the distribution law and magnitude of the abutment pressure above the coal pillar were studied，and a design method for the double entry driving with a narrow coal pillar reinforcement support was established. The numerical simulation proves that compared with the traditional gob-side entry driving，this technology can better control the deformation of surrounding rock of roadway，and the deformation of coal pillar body and roadway have been effectively reduced.

Key words： mining engineering gob-side entry driving narrow coal pillar double roadway layout anchor cable through coal pillar concrete-filled steel tubular columns

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	HUANG Wanpeng1
	2
	ZHAO Tongyang1
	JIANG Donghai1
	GUO Xiaosheng3
	ZHENG Yongsheng4
	WANG Xuewen1

Cite this article:

HUANG Wanpeng1,2,ZHAO Tongyang1, et al. Arrangement of double entry driving with a narrow coal pillar in the middle and stability control technology of surrounding rock[J]. , 2023, 42(3): 617-629.

URL:

http://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2022.0302 OR http://rockmech.whrsm.ac.cn/EN/Y2023/V42/I3/617

[5]	何满潮，高玉兵，杨军，等. 无煤柱自成巷聚能切缝技术及其对围岩应力演化的影响研究[J]. 岩石力学与工程学报，2017，36(6)：1 314-1 325.(HE Manchao，GAO Yubing，YANG Jun，et al. An energy- gathered roof cutting technique in no-pillar mining and its impact on stress variation in surrounding rocks[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(6)：1 314-1 325.(in Chinese))
[6]	殷帅峰，程根银，何富连，等. 基于基本顶断裂位置的综放窄煤柱煤巷非对称支护技术研究[J]. 岩石力学与工程学报，2016，35(增1)：3 162-3 174.(YIN Shuaifeng，CHENG Genyin，HE Fulian，et al. An asymmetric support technique for fully-mechanized coal roadway nearby narrow pillar based on the fracture position analysis in basic roof[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(Supp.1)：3 162-3 174.(in Chinese))
[8]	崔峰，贾冲，来兴平，等. 近距离强冲击倾向性煤层上行开采覆岩结构演化特征及其稳定性研究[J]. 岩石力学与工程学报，2020，39(3)：507-521.(CUI Feng，JIA Chong，LAI Xingping，et al. Study on the evolution characteristics and stability of overburden structure in upward mining of short distance coal seams with strong burst tendency[J]. Chinese Journal of Rock Mechanics and Engineering，2020，39(3)：507-521.(in Chinese))
[10]	张农，李学华，高明仕. 迎采动工作面沿空掘巷预拉力支护及工程应用[J]. 岩石力学与工程学报，2004，23(12)：2 100-2 105. (ZHANG Nong，LI Xuehua，GAO Mingshi. Pretensioned support of roadway driven along next gob and heading adajacent advancing coal face and its application[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(12)：2 100-2 105.(in Chinese))
[11]	缪协兴，茅献彪，朱川曲，等. 综放沿空巷道顶部锚杆剪切变形分析[J]. 煤炭学报，2005，30(6)：681-684.(MIAO Xiexing，MAO Xianbiao，ZHU Chuanqu，et al. Analysis on shearing deformation of roof support bolt in gob-side entry of fully-mechanized caving face[J]. Journal of China Coal Society，2005，30(6)：681-684.(in Chinese))
[12]	黄万朋，高延法，王军. 扰动作用下深部岩巷长期大变形机制及控制技术[J]. 煤炭学报，2014，39(5)：822-828.(HUANG Wanpeng，GAO Yanfa，WANG Jun. Deep rock tunnel?s long large deformation mechanism and control technology under disturbance effects[J]. Journal of China Coal Society，2014，39(5)：822-828.(in Chinese))
[14]	余学义，王琦，赵兵朝，等. 大采高双巷布置工作面巷间煤柱合理宽度研究[J]. 岩石力学与工程学报，2015，34(增1)：3 328-3 336. (YU Xueyi，WANG Qi，ZHAO Bingchao，et al. Study on reasonable width of pillar between roadways in large mining height face with double roadways layout[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(Supp.1)：3 328-3 336.(in Chinese))
[16]	王志强，苏越，宋梓瑜，等. 超长推进距离工作面双巷布置沿空掘巷技术及应用效果分析[J]. 岩石力学与工程学报，2018，37(增2)：4 170-4 176.(WANG Zhiqiang，SU Yue，SONG Ziyu，et al. Technology and application effect analysis of gob-side entry driving for super-long two-entry longwall panel[J]. Chinese Journal of Rock Mechanics and Engineering，2018，37(Supp.2)：4 170-4 176.(in Chinese))
[9]	彭林军，张东峰，郭志飚，等. 特厚煤层小煤柱沿空掘巷数值分析及应用[J]. 岩土力学，2013，34(12)：3 609-3 616.(PENG Linjun，ZHANG Dongfeng，GUO Zhibiao，et al. Numerical analysis of thick coal seam small pillar along gob roadway and its application[J]. Rock and Soil Mechanics，2013，34(12)：3 609-3 616.(in Chinese))
[17]	王波，谷长宛，王军，等. 对穿锚索加固作用下沿空掘巷留设煤柱承压性能试验研究[J]. 中国矿业大学学报，2020，49(2)：262-270.(WANG Bo，GU Zhangwan，WANG Jun，et al. Bearing capacity experimental study of coal pillar in the gob-side entry driving under the reinforcement of inflatable lock-type anchor[J]. Journal of China University of Mining and Technology，2020，49(2)：262-270.(in Chinese))
[19]	黄万朋，高延法，文志杰，等. 钢管混凝土支柱巷旁支护沿空留巷技术研究[J]. 中国矿业大学学报，2015，44(4)：604-611.(HUANG Wanpeng，GAO Yanfa，WEN Zhijie，et al. Technology of gob-side entry retaining using concrete-filled steel tubular column as roadside supporting[J]. Journal of China University of Mining and Technology，2015，44(4)：604-611.(in Chinese))
[20]	王军，杨光，黄万朋，等. 顶升可缩式钢管混凝土支柱试验研究与工程应用[J]. 煤炭学报，https：//doi.org/10.13225/j.cnki.jccs. 2021.1621.(WANG Jun，YANG Guang，HUANG Wanpeng，et al. Experimental study and engineering application of jacking retractable concrete-filled steel tubular column[J]. Journal of China Coal Society，https：//doi.org/10.13225/j.cnki.jccs.2021.1621.(in Chinese))
[22]	康红普，王金华，林健. 煤矿巷道锚杆支护应用实例分析[J]. 岩石力学与工程学报，2010，29(4)：649-664.(KANG Hongpu，WANG Jinhua，LIN Jian. Case studies of rock bolting in coal mine roadways[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(4)：649-664.(in Chinese))
[23]	何满潮，马新根，王炯，等. 中厚煤层复合顶板切顶卸压自动成巷工作面矿压显现特征分析[J]. 岩石力学与工程学报，2018，37(11)：2 425-2 434.(HE Manchao，MA Xingen，WANG Jiong，et al. Feature analysis of working face strata pressure with roof cutting pressure releasing in medium-thick seam and compound roof condition[J]. Chinese Journal of Rock Mechanics and Engineering，2018，37(11)：2 425-2 434.(in Chinese))
[25]	黄万朋，孙远翔，陈绍杰. 岩石蠕变扰动效应理论及其在深地动压工程支护中的应用[J]. 岩土工程学报，2021，43(9)：1 621-1 630. (HUANG Wanpeng，SUN Yuanxiang，CHEN Shaojie. Theory of creep disturbance effect of rock and its application in support of deep dynamic engineering[J]. Chinese Journal of Geotechnical Engineering，2021，43(9)：1 621-1 630.(in Chinese))
[27]	HUANG W P，YUAN Q，TAN Y L，et al. An innovative support technology employing a concrete-filled steel tubular structure for a 1 000-m-deep roadway in a high in situ stress field[J]. Tunnelling and Underground Space Technology，2018，73：26-36.
[28]	王军，黄万朋，左建平，等. 深井交岔点围岩流变扰动效应及钢管混凝土组合支架支护技术研究[J]. 岩石力学与工程学报，2018，37(2)：461-472.(WAN Jun，HUANG Wanpeng，ZUO Jianping，et al. Rheological perturbation effect of rock and combined support of concrete filled steel tubes in deep coal mine roadway[J]. Chinese Journal of Rock Mechanics and Engineering，2018，37(2)：461-472.(in Chinese))
[30]	钱鸣高，许家林，王家臣，等. 矿山压力与岩层控制[M]. 徐州：中国矿业大学出版社，2021：95-104.(QIAN Minggao，XU Jialin，WANG Jiachen，et al. Ground pressure and strata control[M]. Xuzhou：China University of Mining and Technology Press，2021：95-104.(in Chinese))
[4]	宋振骐. 实用矿山压力控制[M]．徐州：中国矿业大学出版社，1988：207-217.(SONG Zhenqi. Mining pressure control and practice[M]. Xuzhou：China University of Mining and Technology Press，1988：207-217.(in Chinese))
[7]	康红普，颜立新，郭相平，等. 回采工作面多巷布置留巷围岩变形特征与支护技术[J]. 岩石力学与工程学报，2012，31(10)：2 022-2 036.(KANG Hongpu，YAN Lixin，GUO Xiangping，et al. Characteristics of surrounding rock deformation and reinforcement technology of retained entry in working face with multi-entry layout[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(10)：2 022-2 036.(in Chinese))
[13]	秦广鹏，王超，张中腾，等. 硬厚砂岩顶板垮落引燃采空区瓦斯机制初步研究[J]. 岩石力学与工程学报，2019，38(增1)：2 925-2 933.(QIN Guangpeng，WANG Chao，ZHANG Zhongteng，et al. Primary study of goaf gas ignition mechanism by collapse of hard and thick sandstone roof stratum[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(Supp.1)：2 925-2 933.(in Chinese))
[15]	杨凯，勾攀峰. 高强度开采双巷布置巷道围岩差异化控制研究[J]. 采矿与安全工程学报，2021，38(1)：76-83.(YANG Kai，GOU Panfeng. Differential control of surrounding rocks in high-intensity mining with double roadways[J]. Journal of Mining and Safety Engineering，2021，38(1)：76-83.(in Chinese))
[18]	韦四江，宋常胜，杨玉顺，等. 采动影响大断面巷硐群加固机制及对穿锚索控制技术[J]. 采矿与安全工程学报，2015，32(5)：735-740.(WEI Sijiang，SONG Changsheng，YANG Yushun，et al. Reinforcement mechanism and control technology with two-ended cables of roadway and chamber groups influenced by mining[J]. Journal of Mining and Safety Engineering，2015，32(5)：735-740.(in Chinese))
[24]	王方田，尚俊剑，赵宾，等. 切顶卸压沿空留巷围岩结构特征及锚索强化支护技术[J]. 岩石力学与工程学报，2021，40(11)：2 296-2 305.(WANG Fangtian，SHANG Junjian，ZHAO Bin，et al. Surrounding rock structural characteristics and anchor-cable strengthened support technology of the gob-side entry retaining with roof cutting and pressure releasing[J]. Chinese Journal of Rock Mechanics and Engineering，2021，40(11)：2 296-2 305.(in Chinese))
[26]	黄万朋，李超，邢文彬，等. 蠕变状态下千米深巷道长期非对称大变形机制与控制技术[J]. 采矿与安全工程学报，2018，35(3)：481-488.(HUANG Wanpeng，LI Chao，XING Wenbin，et al. Asymmetric deformation mechanism and control technology of roadway with depth over 1 000 meters under rheological state[J]. Journal of Mining and Safety Engineering，2018，35(3)：481-488.(in Chinese))
[35]	中华人民共和国国家标准编写组. GB50218—94工程岩体分级标准[S]. 北京：中国计划出版社，1995.(The National Standards Compilation Group of People?s Republic of China. GB50218— 94 Standard for classification of engineering rock mass[S]. Beijing：China Planning Press，1995.(in Chinese))
[21]	宋振骐，蒋金泉. 煤矿岩层控制的研究重点与方向[J]. 岩石力学与工程学报，1996，15(2)：128-134.(SONG Zhenqi，JIANG Jinquan. Research emphases and directions of strata control in coal mine[J]. Chinese Journal of Rock Mechanics and Engineering，1996，15(2)：128-134.(in Chinese))
[29]	王军，高延法，何晓升，等. 沿空留巷巷旁支护参数分析与钢管混凝土墩柱支护技术研究[J]. 采矿与安全工程学报，2015，32(6)：943-949.(WANG Jun，GAO Yanfa，HE Xiaosheng，et al. The analysis of roadside supporting parameters and the support technology in the concrete filled steel tubular column in goaf-side entry retaining[J]. Journal of Mining and Safety Engineering，2015，32(6)：943-949.(in Chinese))
[32]	钱鸣高，许家林. 煤炭开采与岩层运动[J]. 煤炭学报，2019，44(4)：973-984.(QIAN Minggao，XU Jialin. Behaviors of strata movement in coal mining[J]. Journal of China Coal Society，2019，44(4)：973-984.(in Chinese))
[31]	刘金海，姜福兴，朱斯陶. 长壁采场动、静支承压力演化规律及应用研究[J]. 岩石力学与工程学报，2015，34(9)：1 815-1 827.(LIU Jinhai，JIANG Fuxing，ZHU Sitao. Study of dynamic and static abutment pressure around longwall face and its application[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(9)：1 815-1 827.(in Chinese))
[33]	钱鸣高. 岩层控制的关键层理论[M]. 徐州：中国矿业大学出版社，2003：17-34.(QIAN Minggao. Theory of key stratum in ground control[M]. Xuzhou：China University of Mining and Technology Press，2003：17-34.(in Chinese))
[34]	史元伟．采煤工作面围岩控制原理和技术[M]. 徐州：中国矿业大学出版社，2005：25-32.(SHI Yuanwei. Control principle and technology of surrounding rocks in mining face[M]. Xuzhou：China University of Mining and Technology Press，2005：25-32.(in Chinese))
[2]	刘金海，姜福兴，王乃国，等. 深井特厚煤层综放工作面区段煤柱合理宽度研究[J]. 岩石力学与工程学报，2012，31(5)：62-68.(LIU Jinhai，JANG Fuxing，WANG Naiguo，et al. Research on reasonable width of segment pillar of fully mechanized caving face in extra-thick coal seam of deep shaft[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(5)：62-68.(in Chinese))
[36]	经纬，薛维培，姚直书. 巷道围岩塑性软化区岩石内摩擦角与黏聚力变化规律[J]. 煤炭学报，2018，43(8)：2 203-2 210.(JING Wei，XUE Weipei，YAO Zhishu. Variation of the internal friction angle and cohesion of the plastic softening zone rock in roadway surrounding rock[J]. Journal of China Coal Society，2018，43(8)：2 203-2 210.(in Chinese))
[1]	潘一山，李忠华，章梦涛. 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)：1 844-1 851.(PAN Yishan，LI Zhonghua，ZHANG Mengtao. Distribution，type，mechanism and prevention of rockbrust in china[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(11)：1 844-1 851.(in Chinese))
[3]	史红，王存文，孔令海，等. “S”型覆岩空间结构煤柱导致冲击失稳的力学机制探讨[J]. 岩石力学与工程学报，2012，31(增2)：3 508-3 513. (SHI Hong，WANG Cunwen，KONG Linghai，et al. Mechanism discussion on rock bursting caused by coal pillar of s-shaped overlying multi-strata spatial structure[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(Supp.2)：3 508-3 513.(in Chinese))