岩土力学 ›› 2024, Vol. 45 ›› Issue (1): 38-48.doi: 10.16285/j.rsm.2022.1834

• 基础理论与实验研究 • 上一篇    下一篇

基于冲能吸能平衡效应的冲击地压巷道分级支护研究

高明仕1, 2, 3,俞鑫1, 2, 3,徐东1, 2, 3, 4,贺永亮3, 5,赵世帆1, 2, 3   

  1. 1. 中国矿业大学 矿业工程学院,江苏 徐州 221116;2. 中国矿业大学 煤炭资源与安全开采国家重点实验室,江苏 徐州 221116; 3. 中国矿业大学 冲击岩爆巷道支护研究中心,江苏 徐州 221116;4. 东京大学 地震研究所,日本 东京; 5. 太原科技大学 安全与应急管理工程学院,山西 太原 030024
  • 收稿日期:2022-11-24 接受日期:2023-01-17 出版日期:2024-01-10 发布日期:2024-01-10
  • 通讯作者: 俞鑫,男,1998年生,博士研究生,从事巷道围岩控制、深部巷道冲击地压灾害防治方向研究工作。E-mail: yuxincumt@cumt.edu.cn E-mail:cumt_gms@163.com
  • 作者简介:高明仕,男,1970年生,博士,教授,博士生导师,从事巷道支护、冲击地压岩爆灾害防治方面的研究。
  • 基金资助:
    国家自然科学基金(No.51564044);华能集团总部科技项目(No.HNKJ20-H87);江苏省研究生科研与实践创新计划项目(No.KYCX21_2364)。

Graded support of rock burst roadway based on balance theory of impact energy and absorbed energy

GAO Ming-shi1, 2, 3, YU Xin1, 2, 3, XU Dong1, 2, 3, 4, HE Yong-liang3, 5, ZHAO Shi-fan1, 2, 3   

  1. 1. School of Mines, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China; 2. State Key Laboratory of Coal Resource and Safe Mining, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China; 3. Rock Burst Roadway Support Research Center, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China; 4. The University of Tokyo, Earthquake Research Institute, Tokyo, Japan; 5. School of Engineering for Safety and Emergency Management, Taiyuan University of Science and Technology, Taiyuan, Shanxi 030024, China
  • Received:2022-11-24 Accepted:2023-01-17 Online:2024-01-10 Published:2024-01-10
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51564044), Huaneng Group Headquarters Science and Technology Project (HNKJ20-H87) and the Jiangsu Graduate Research and Practice Innovation Program (KYCX21_2364).

摘要:

冲击地压是煤炭开采过程中发生的一种动力灾害,主要是由积聚在煤岩中的弹性变形能突然急剧释放造成的,约90%发生在巷道中。巷道冲击破坏不仅与冲击能量直接相关,还与冲击距离远近紧密相关,提出能距比的概念,即冲击震源释放能量与其至巷道距离的比值。根据冲击地压动静载叠加机制和冲能吸能平衡理论,综合考虑冲击震源能距比量级、巷道破坏程度、支护构件吸能、弱结构吸能等特性,建立了巷道围岩冲击矿震稳定性控制模型,分析了冲能、吸能的构成和计算过程,搭建了冲击地压能级与巷道支护强度之间的对应关系,确定了“四高锚网+”为主导技术的煤矿巷道防冲抗震支护体系。根据能距比量级大小,将冲击地压巷道支护安全可靠性分为P1~P4级别,分级对应采取不同支护强度的“四高锚网+”组合支护技术。“四高”锚网支护可对应能距比为102量级的无冲击巷道,“四高锚网+1”(O型钢棚、吸能防冲单元架、围岩弱结构)对应能距比为103量级的冲击地压,“四高锚网+2”对应能距比为104量级的冲击地压,“四高锚网+3”对应能距比为105量级的冲击地压,106及以上量级的冲击危险必须停产、撤人远场处理。结合工程实例进行了巷道防冲支护方案和参数设计,初步验证了理论研究成果的可行性和实用性。研究成果可为我国煤矿冲击地压巷道支护理论研究和工程实践提供一定的参考指导。

关键词: 冲击地压, 巷道围岩控制, 冲能吸能平衡, 能距比, 分级支护

Abstract:

Rock burst is a dynamic disaster that occurs during coal mining, characterized by the sudden and violent release of elastic deformation energy accumulated in coal and rock. The majority of rock bursts, approximately 90%, happens in roadways. Roadway impact failure is not only influenced by impact energy, but also by the distance from the impact source. To address this, the concept of energy distance ratio is introduced, which represents the ratio of energy released by the impact source to the distance to the roadway. By considering the static load superposition mechanism of rock bursts and the balance theory of impulse energy absorption, various factors are taken into account, including the characteristics of the impact source energy distance ratio, roadway failure degree, energy absorption of supporting components, and energy absorption of weak structures. Based on these considerations, a corresponding relationship between the energy level of rock bursts and roadway support strength is established. The roadway support technology based on “four high anchor mesh +” is determined, which includes the use of high-strength anchor mesh combined with other support elements. The safety and reliability of roadway support technology under rock bursts are classified into P1-P4 levels according to the energy distance ratio of the impact source. Each level corresponds to the “four high anchor mesh +” combined support technology with different support strength. The research findings suggest that “four high” anchor mesh support is suitable for non-impact roadways with energy distance ratios in the magnitude of 102 rock bursts. “Four high anchor mesh +1” combined support, which includes O-shaped steel sheds, energy absorption and anti-impact unit frames, and weak surrounding rock structures, can prevent 103 magnitude rock bursts. “Four high anchor mesh +2” combined support is effective against 104 magnitude rock bursts, while “four high anchor mesh +3” combined support can prevent 105 magnitude rock bursts. Rock bursts with magnitudes of 106 and above require remote treatment and removal from production. Engineering examples are provided to demonstrate the anti-impact support scheme and parameter design of roadways. These examples help verify the feasibility and practicality of the theoretical research results. The research outcomes have valuable implications for the theoretical research and engineering practice of rock burst roadway support in coal mines in China.

Key words: rock burst, roadway surrounding rock control, impact absorption energy balance, ratio of energy to distance, graded support

中图分类号: 

  • TD353
[1] 刘洪涛, 韩子俊, 刘勤裕, 陈子晗, 韩洲, 张红凯, 杨永松. 巷道蝶形破坏强度准则低敏感性研究及工程应用[J]. 岩土力学, 2024, 45(1): 117-130.
[2] 王凯兴, 薛佳琪, 潘一山, 窦林名, 肖永惠, . 顶板−支护系统准共振诱发冲击地压机制研究[J]. 岩土力学, 2023, 44(3): 717-727.
[3] 王书文, 鞠文君, 张春会, 苏士杰, 陆闯, . 弹脆性圆形煤巷应力跃升及冲击地压预测模型[J]. 岩土力学, 2023, 44(3): 873-883.
[4] 陈光波, 张俊文, 贺永亮, 张国华, 李谭, . 煤岩组合体峰前能量分布公式推导及试验[J]. 岩土力学, 2022, 43(S2): 130-143.
[5] 杨 科, 刘文杰, 马衍坤, 许日杰, 池小楼, . 真三轴单面临空下煤岩组合体冲击 破坏特征试验研究[J]. 岩土力学, 2022, 43(1): 15-27.
[6] 吴振华, 潘鹏志, 潘俊锋, 王兆丰, 高家明. 地堑构造区冲击地压发生机制及矿震活动规律[J]. 岩土力学, 2021, 42(8): 2225-2238.
[7] 王爱文, 高乾书, 潘一山, . 煤层钻孔降倾-控变-耗能防冲机制试验研究[J]. 岩土力学, 2021, 42(5): 1230-1244.
[8] 姚精明, 许自文, 王建, 王路. 锚杆−泡沫铝联合支护防治冲击地压试验研究[J]. 岩土力学, 2021, 42(3): 620-626.
[9] 陈光波, 秦忠诚, 张国华, 李谭, 李敬凯, . 受载煤岩组合体破坏前能量分布规律[J]. 岩土力学, 2020, 41(6): 2021-2033.
[10] 王凯兴, 窦林名, 潘一山, OPARIN V N . 块系岩体非协调动力响应特征试验研究[J]. 岩土力学, 2020, 41(4): 1227-1234.
[11] 王 岗, 潘一山, 肖晓春, . 单轴加载煤体破坏特征与电荷规律研究及应用[J]. 岩土力学, 2019, 40(5): 1823-1831.
[12] 朱斯陶, 姜福兴, 朱海洲, 张俊杰, 连鸿全, 韩国庆, . 高应力区掘进工作面冲击地压事故发生机制研究[J]. 岩土力学, 2018, 39(S2): 337-343.
[13] 何满潮,高玉兵,杨 军,王建文,王亚军,朱 珍, . 厚煤层快速回采切顶卸压无煤柱自成巷工程试验[J]. , 2018, 39(1): 254-264.
[14] 潘俊锋,夏永学,冯美华,秦子晗. 影响冲击地压危险性评价结果的II类开采技术因素研究[J]. , 2017, 38(S1): 367-373.
[15] 肖晓春,丁 鑫,赵 鑫,潘一山,王爱文,王 磊,. 加载速率影响的煤体破裂过程声-电荷试验研究[J]. , 2017, 38(12): 3419-3426.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 姚仰平,侯 伟. 土的基本力学特性及其弹塑性描述[J]. , 2009, 30(10): 2881 -2902 .
[2] 徐金明,羌培,张鹏飞. 粉质黏土图像的纹理特征分析[J]. , 2009, 30(10): 2903 -2907 .
[3] 向天兵,冯夏庭,陈炳瑞,江 权,张传庆. 三向应力状态下单结构面岩石试样破坏机制与真三轴试验研究[J]. , 2009, 30(10): 2908 -2916 .
[4] 石玉玲,门玉明,彭建兵,黄强兵,刘洪佳. 地裂缝对不同结构形式桥梁桥面的破坏试验研究[J]. , 2009, 30(10): 2917 -2922 .
[5] 夏栋舟,何益斌,刘建华. 土-结构动力相互作用体系阻尼及地震反应分析[J]. , 2009, 30(10): 2923 -2928 .
[6] 徐速超,冯夏庭,陈炳瑞. 矽卡岩单轴循环加卸载试验及声发射特性研究[J]. , 2009, 30(10): 2929 -2934 .
[7] 张力霆,齐清兰,魏静,霍倩,周国斌. 淤填黏土固结过程中孔隙比的变化规律[J]. , 2009, 30(10): 2935 -2939 .
[8] 张其一. 复合加载模式下地基失效机制研究[J]. , 2009, 30(10): 2940 -2944 .
[9] 易 俊,姜永东,鲜学福,罗 云,张 瑜. 声场促进煤层气渗流的应力-温度-渗流压力场的流固动态耦合模型[J]. , 2009, 30(10): 2945 -2949 .
[10] 陶干强,杨仕教,任凤玉. 崩落矿岩散粒体流动性能试验研究[J]. , 2009, 30(10): 2950 -2954 .