采空区侧留巷围岩破坏机理及补强支护方案
Failure Mechanism of Surrounding Rock and Reinforcement Support Scheme of Roadway in Goaf Side
-
摘要: 针对受侧方采动影响巷道变形量大、支护困难等问题,以补连塔煤矿22304回风平巷为研究背景,通过理论分析及数值模拟方法获得巷道围岩应力分布规律,并从多维角度分析采空区侧留巷围岩不同位置、主应力差值及塑性区三者之间的关系,得出围岩破坏机理,进一步对其补强支护围岩控制效果进行分析。结果表明:采空区侧留巷围岩应力分布在空间上呈现一定规律性,主应力变化幅度较大位置出现在工作面后方,主应力差值在煤壁后方约300 m处达到稳定;主应力差值与塑性区尺寸具有正相关性;工作面后方围岩主应力大小和方向变化导致塑性区非对称分布特征;进而确定补强支护关键部位,经分析该补强方案具有较强针对性,可达到协同控制两帮及顶板的目的,保证围岩稳定性。Abstract: Aiming at the problems of roadway deformation and support difficulty under the influence of lateral mining, taking 22304 return air roadway of Bulianta Coal Mine as the research background, through theoretical analysis and numerical simulation method, the distribution law of surrounding rock stress is obtained, and the relationship among different positions of surrounding rock, main stress difference and plastic area is analyzed from multi-dimensional perspective, and the failure mechanism of surrounding rock is obtained, and the control effect of surrounding rock reinforcement is further analyzed. The results show that the stress distribution of the surrounding rock in the side entry of the goaf shows a certain regularity in space, the main stress changes a lot in the rear of the working face, and the main stress difference is stable about 300 m behind the coal wall; the main stress difference has a positive correlation with the size of the plastic area; the main stress size and direction change of the surrounding rock behind the working face lead to the asymmetric distribution characteristics of the plastic area; then, the key parts of the reinforcement support are determined. Through analysis, the reinforcement scheme is highly targeted and can achieve the purpose of synergistic control of the two sides and the roof to ensure the stability of surrounding rocks.
-
Keywords:
- mining roadway /
- numerical simulation /
- surrounding rock failure /
- plastic zone /
- support design
-
-
[1] 侯朝炯,郭励生,勾攀峰.煤巷锚杆支护[M].徐州:中国矿业大学出版社,1999:12-16,186-189. [2] 钱鸣高,石平五.矿山压力与岩层控制[M].徐州:中国矿业大学出版社,2003:58. [3] 刘成,宋选民,刘叶,等.大断面回采巷道层状底板底臌机理及其防治对策[J].煤炭学报,2014,39(6):1049-1055. [4] 杨科,陆伟,潘桂如,等.复杂条件大倾角大采高旋转综采矿压显现规律及其控制[J].采矿与安全工程学报,2015,32(2):199-205. [5] 辛亚军,穆利斌.高应力泥岩顶板巷道围岩失稳特征及控制分析[J].采矿与安全工程学报,2017,34(3):519-526. [6] 袁越,王卫军,袁超,等.深部矿井动压回采巷道围岩大变形破坏机理[J].煤炭学报,2016,41(12):2940. [7] 陈登红,华心祝.多因素影响下深部回采巷道围岩变形规律与控制对策研究[J].采矿与安全工程学报,2017,34(4):760-768. [8] 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):2022-2036. [9] 赵毅鑫,姜耀东,张科学,等.基于扰动状态理论的回采巷道稳定性分析[J].中国矿业大学学报,2014,43(2):233-240. [10] 屠世浩,王方田,窦凤金,等.上层煤柱下综放沿空回采巷道矿压规律研究[J].中国矿业大学学报,2010, 39(1):1-5. [11] 刘洪涛,吴祥业,镐振,等.双巷布置工作面留巷塑性区演化规律及稳定控制[J].采矿与安全工程学报,2017,34(4):689-697. [12] 贾后省,李国盛,王路瑶,等.采动巷道应力场环境特征与冒顶机理研究[J].采矿与安全工程学报,2017, 34(4):707-714. [13] 杨桂通.弹塑性力学引论[M].北京:清华人学出版社,2004. [14] 赵志强,马念杰,郭晓菲,等.大变形回采巷道蝶叶型冒顶机理与控制[J].煤炭学报,2016,41(12):2932. [15] 李桂臣,张农,王成,等.高地应力巷道断面形状优化数值模拟研究[J].中国矿业大学学报,2010,39(5):652-658. [16] 王卫军,袁超,郭罡业,等.强烈采动作用下岩巷围岩塑性区恶性扩展的控制研究[J].采矿与安全工程学报,2016,33(6):957-964. [17] 吴祥业,毛凯军,武飞岐,等.火成岩侵入区巷道冒顶机理及支护效果[J].煤炭科学技术,2017,45(12):13-18. [18] 赵延林,王卫军,赵伏军,等.多层采空区隔离顶板安全性强度折减法[J].煤炭学报,2010,35(8):1257. [19] 李家卓,张继兵,侯俊领,等.动压巷道多次扰动失稳机理及开采顺序优化研究[J].采矿与安全工程学报,2015,32(3):439-445. [20] 金淦,王连国,李兆霖,等.深部半煤岩回采巷道变形破坏机理及支护对策研究[J].采矿与安全工程学报,2015,32(6):963-967. -
期刊类型引用(1)
1. 陶恩生. 不同围压下煤岩力学三轴试验研究. 煤矿现代化. 2024(05): 14-19 . 百度学术
其他类型引用(3)
计量
- 文章访问数: 29
- HTML全文浏览量: 0
- PDF下载量: 0
- 被引次数: 4