深部巷道掘进工作面地质构造超前探测方法及应用研究
DOI:
CSTR:
作者:
作者单位:

1.河南理工大学安全科学与工程学院焦作454000;2.炼焦煤资源绿色开发全国重点实验室平顶山467000; 3.平顶山天安煤业股份有限公司平顶山467000

作者简介:

通讯作者:

中图分类号:

TD713

基金项目:

中国工程科技发展战略河南研究院战略咨询研究项目(2025HENYB05)、国家自然科学基金联合基金重点项目(U23A20600)、河南省科技攻关项目(252102320335)资助


Study on advanced detection method and application of geological structurein deep roadway driving face
Author:
Affiliation:

1.School of Safety Science and Engineering, Henan Polytechnic University, Jiaozuo 454000, China; 2.State Key Laboratory of Coking Coal Resources Green Exploitation, Pingdingshan 467000, China; 3.Pingdingshan Tian′an Coal Mining Co., Ltd., Pingdingshan 467000, China

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    地质构造超前探测是保证煤矿高效生产与安全发展的关键技术。针对传统地球物理勘探技术无法实现深部巷道地质构造超前精准探测的问题,研究设计了基于频谱声学的地质构造超前探测新方法。首先,理论分析了巷道掘进中顶板岩层的谐振特性,阐述了利用弹性波属性反演煤岩体应力变化进行地质构造超前探测的基本原理;其次,搭建了连续监测与实时预警系统平台,研发了地震检波器和监测分站等系统硬件,开发了可人机交互操作的系统控制软件;最后,选取深部开采的典型代表平煤八矿己15-15080机巷进行了有效性验证。结果表明,地质构造监测指标高值区与地质构造揭露区相重合,在地质构造揭露前的一段距离,地质构造预测系数均会出现迅速增大并超出临界值的现象。相对应力系数在断层处的单侧、双侧或者整体出现高应力,这与地质构造演化情况相一致。按照掘进方向直线距离计算,超前预警距离为7.2~37.7 m,实现超前探测的可靠性高达92.85%。研究结果为深部巷道地质构造超前探测提供了高效可靠的新技术。

    Abstract:

    Advance detection of geological structures is crucial for ensuring efficient and safe coal mine production. To address the limitations of traditional geophysical techniques in meeting the precision requirements for advance detection in deep roadways, a new method based on spectral acoustic was designed. First, the resonant characteristics of roof strata during roadway excavation were theoretically analyzed, and the basic principle of advanced detection of geological structures by inversion of stress changes of coal and rock mass with elastic wave attributes was expounded. Subsequently, a continuous monitoring and real-time early-warning system platform was established, with system hardware including geophones and monitoring substations developed, and interactive control software created. Finally, field validation was conducted at the Ji15-15080 machine roadway in pingmei eighth coal mine, a representative deep mining site. Results indicate that: High-value zones of the geological structure monitoring index coincide with exposed geological structures; The prediction coefficient shows a rapid increase exceeding the critical value within a certain distance ahead of structure exposure; Relative stress coefficients exhibit elevated stresses unilaterally, bilaterally, or entirely at faults, consistent with geological structure evolution. According to the linear distance in the driving direction, the advance warning distance is 7.2~37.7 m, achieving a reliability of 92.85% for advance detection. The research results provide an efficient and reliable new technology for advanced detection of geological structure in deep roadway.

    参考文献
    相似文献
    引证文献
引用本文

张建国,王文唱,魏风清.深部巷道掘进工作面地质构造超前探测方法及应用研究[J].电子测量与仪器学报,2026,40(4):192-204

复制
分享
相关视频

文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2026-06-12
  • 出版日期:
文章二维码
×
《电子测量与仪器学报》
关于防范虚假编辑部邮件的郑重公告