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基于图像识别技术的冲击地压危险区域智能化评价方法

韩刚 解嘉豪 秦喜文 王星 郝晓琦

韩刚,解嘉豪,秦喜文,等. 基于图像识别技术的冲击地压危险区域智能化评价方法[J]. 工矿自动化,2023,49(12):77-86, 93.  doi: 10.13272/j.issn.1671-251x.2023010047
引用本文: 韩刚,解嘉豪,秦喜文,等. 基于图像识别技术的冲击地压危险区域智能化评价方法[J]. 工矿自动化,2023,49(12):77-86, 93.  doi: 10.13272/j.issn.1671-251x.2023010047
HAN Gang, XIE Jiahao, QIN Xiwen, et al. Intelligent assessment method for rockburst hazard areas based on image recognition technology[J]. Journal of Mine Automation,2023,49(12):77-86, 93.  doi: 10.13272/j.issn.1671-251x.2023010047
Citation: HAN Gang, XIE Jiahao, QIN Xiwen, et al. Intelligent assessment method for rockburst hazard areas based on image recognition technology[J]. Journal of Mine Automation,2023,49(12):77-86, 93.  doi: 10.13272/j.issn.1671-251x.2023010047

基于图像识别技术的冲击地压危险区域智能化评价方法

doi: 10.13272/j.issn.1671-251x.2023010047
基金项目: 国家自然科学基金面上项目(52174116)。
详细信息
    作者简介:

    韩刚(1987—),男,陕西咸阳人,高级工程师,博士,主要从事矿山压力、冲击矿压防治等方面的研究工作,E-mail:hangang0910@126.com

    通讯作者:

    解嘉豪(1994—),男,山西沁县人,博士,主要从事矿山压力、冲击地压与采矿地球物理等方面的研究工作,E-mail:xiejiahaocumt@163.com

  • 中图分类号: TD324

Intelligent assessment method for rockburst hazard areas based on image recognition technology

  • 摘要:

    针对传统冲击地压危险评价方法计算量大、危险区域划分精度低等问题,为适应冲击地压防治智能化、可视化的发展需求,提出了一种基于图像识别技术的冲击地压危险区域智能化评价方法。采用半定量化估算方法,对11项冲击地压危险的动静载主控因素进行量化表征;基于OpenCV机器视觉库和深度学习模型,实现对单一主控因素的图像识别;通过构建图像灰阶与应力集中系数的映射矩阵,实现对单一影响因素的线性与非线性叠加,得到评价区域的应力集中系数矩阵;采用min−max标准化法构建冲击地压危险区域的“无、弱、中等、强”4级判别标准,实现分级分区评价。基于Python语言开发了冲击地压危险智能化评价软件,并对软件实际应用效果进行了检验,结果表明:软件将传统仅针对巷道的一维线性危险区域划分方法改进为针对整个采掘空间的二维平面划分方法,显著提高了评价效率和危险区域划分精度,降低了人工成本;评价结果与微震能量密度云图、现场实测矿压规律一致性较高,可为现场冲击地压防治工作提供有效指导。

     

  • 图  1  冲击地压危险主控因素及影响范围

    Figure  1.  Main controlling factors and influence range of rock burst hazard

    图  2  含断层面的FLAC3D数值模型

    Figure  2.  FLAC3D numerical model with fault planes

    图  3  工作面回采接近断层时煤体应力集中系数变化曲线

    Figure  3.  Change curve of stress concentration coefficient of coal body when mining face approaches fault

    图  4  采空区形成后煤体应力集中系数变化曲线

    Figure  4.  Change curve of stress concentration coefficient of coal body after the formation of goaf

    图  5  不同区段煤柱宽度下煤体应力集中系数变化曲线

    Figure  5.  Change curve of stress concentration coefficient of coal body under different coal pillar widths

    图  6  终采线外错区域煤体垂直应力分布

    Figure  6.  Vertical stress distribution of coal body in staggered area outside terminal line

    图  7  终采线外错区域煤体应力集中系数变化曲线

    Figure  7.  Change curve of stress concentration coefficient in staggered area outside terminal line

    图  8  终采线外错影响区域

    Figure  8.  Staggered area outside terminal line

    图  9  “T”型和“X”型交叉巷道区域数值模拟结果

    Figure  9.  Numerical simulation results of "T" and "X" shaped cross-roadway

    图  10  21104工作面冲击地压危险主控因素的量化表征与图形识别

    Figure  10.  Quantitative characterization and graphic identification of main controlling factors of rock burst hazard in 21104 working face

    图  11  冲击地压危险区域可视化评价结果

    Figure  11.  Visual evaluation results of rock burst hazard area

    图  12  软件组成

    Figure  12.  Software composition

    图  13  冲击地压危险智能化评价软件界面

    Figure  13.  Interface of intelligent evaluation software of rock burst hazard

    图  14  冲击地压危险性评价结果与微震能量密度云图对比

    Figure  14.  Comparison between rock burst hazard assessment results and cloud picture of microseismic energy density

    图  15  21104工作面冲击地压危险预警及矿压异常区域分布

    Figure  15.  Distribution of rock burst hazard early warning area and abnormal area of mine pressure in 21104 working face

    表  1  冲击地压危险主控因素的量化表征结果

    Table  1.   Quantitative characterization results of main controlling factors of rock burst hazard

    序号 影响因素 识别主体 影响范围 应力集中系数
    1采深采深(400,600] m1.20
    (600,800] m1.30
    (800,1 000] m1.40
    (1 000,+∞) m1.60
    2褶曲倾角≤15°褶曲褶曲轴部前后10 m1.20
    倾角>15°褶曲褶曲轴部前后20 m1.40
    3断层落差>10 m断层断层前后30~50 m1.40
    断层前后10~30 m1.90
    断层前后<10 m2.05
    落差≤10 m断层断层前后30 m1.20
    4采空区采空区采空区外缘50 m1.50
    5区段煤柱区段煤柱宽度[50,+∞) m或(-∞,5] m1.00
    (5,10] m1.30
    (10,30] m2.20
    (30,50] m1.50
    6开切眼外错开切眼外错拐点外错点前后30~50 m1.50
    外错点前后30 m2.10
    7终采线外错终采线外错拐点外错点前后30~50 m1.50
    外错点前后30 m2.10
    8巷道交叉“T”型交叉“T”型交叉前后30 m1.05
    “X”型交叉“X”型交叉前后30 m1.10
    9初次来压初次来压线初次来压前后20 m1.70
    10“见方”破断初次“见方”线初次“见方”前后50 m1.50
    二次“见方”线二次“见方”前后50 m1.70
    11矿震动载矿震平均能量(103~104] J的工作面1.10
    (104~105] J的工作面1.20
    (105,+∞) J的工作面1.60
    下载: 导出CSV

    表  2  冲击地压危险区域的划分标准

    Table  2.   Classification standard of rock burst hazard area

    冲击地压
    危险等级
    应力集中系数 灰阶
    $ [0,{\lambda _{\min }}) $ $ [0,k{\lambda _{\min }}) $
    $ [{\lambda _{\min }},\left({{{\lambda _{\max }} - {\lambda _{\min }}}}\right)/{3}) $ $ [k{\lambda _{\min }},{{k({\lambda _{\max }} - {\lambda _{\min }})}}/{3}) $
    中等 $ \left[\dfrac{{{\lambda _{\max }} - {\lambda _{\min }}}}{3},\dfrac{{2({\lambda _{\max }} - {\lambda _{\min }})}}{3}\right) $ $ \left[\dfrac{{k({\lambda _{\max }} - {\lambda _{\min }})}}{3},\dfrac{{2k({\lambda _{\max }} - {\lambda _{\min }})}}{3}\right) $
    $ [{{2({\lambda _{\max }} - {\lambda _{\min }})}}/{3}, + \infty ) $ $ [{{2k({\lambda _{\max }} - {\lambda _{\min }})}}/{3}, + \infty ) $
    下载: 导出CSV
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  • 收稿日期:  2023-01-18
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