赵会波,覃思,陈超,等. 随掘地震地质构造精细监测在山西王坡煤矿的应用[J]. 煤田地质与勘探,2024,52(6):137−144. DOI: 10.12363/issn.1001-1986.24.03.0157
引用本文: 赵会波,覃思,陈超,等. 随掘地震地质构造精细监测在山西王坡煤矿的应用[J]. 煤田地质与勘探,2024,52(6):137−144. DOI: 10.12363/issn.1001-1986.24.03.0157
ZHAO Huibo,QIN Si,CHEN Chao,et al. Geological structures fine monitoring using seismic-while-tunneling technique in Wangpo Mine[J]. Coal Geology & Exploration,2024,52(6):137−144. DOI: 10.12363/issn.1001-1986.24.03.0157
Citation: ZHAO Huibo,QIN Si,CHEN Chao,et al. Geological structures fine monitoring using seismic-while-tunneling technique in Wangpo Mine[J]. Coal Geology & Exploration,2024,52(6):137−144. DOI: 10.12363/issn.1001-1986.24.03.0157

随掘地震地质构造精细监测在山西王坡煤矿的应用

Geological structures fine monitoring using seismic-while-tunneling technique in Wangpo Mine

  • 摘要: 【目的】传统巷道地震超前探技术受限于炸药使用、停掘需求、预报速度、探测范围及能力等方面的不足,难以满足智能掘进工作面的高精度地质构造探测需求。【方法】随掘地震以掘进机截割煤壁的震动为震源,采用数据实时上传、自动处理及动态成像的工作模式,充分利用信息技术和软件支撑,借助于海量数据支撑下的实时连续超饱和叠加,大幅提升了对掘进工作面前方地质异常体的成像精细度。以山西王坡煤矿为研究对象,在2条掘进巷道中部署了随掘地震监测系统,开展地质构造精细探査。【结果和结论】实际工作中,利用监测作业开展后48 h内积累的数据,即可对掘进工作面前方200 m范围内地质异常体成像。在3217工作面回风巷中,成功揭示了掘进工作面前方97 m的矸石挤压带反射异常,预报误差1 m;在3303工作面运输巷中,揭示了掘进工作面前方39 m的陷落柱,预报误差2 m;在3303工作面运输巷中,揭示了2处煤层破碎带异常区,其中,一处位于掘进工作前方148 m,预报误差1 m,另一处位于掘进工作面前方211 m外,在前序陷落柱和煤层破碎带遮挡下,依然足以形成较强的成像结果,预报误差3 m。结果表明:该技术探测精度高、探测距离远且探测能力强,可为瓦斯灾害的防治提供技术支持,为煤矿巷道安全高效掘进提供可靠的地质保障。

     

    Abstract: Traditional tunnel seismic advance detection technology is limited by the use of explosives, the need for mining stoppages, prediction speed, detection range, and capabilities, making it challenging to meet the high-precision geological structure detection requirements of intelligent tunneling faces. In response, the seismic-while-tunneling technique utilizes the vibration of the roadheader cutting the coal wall as the seismic source. This method employs real-time data upload, automatic processing, and dynamic imaging. By leveraging information technology and software support, and utilizing real-time continuous super-saturation stacking supported by massive data, the imaging precision of geological anomalies ahead of the mining face is significantly enhanced. This study, conducted in Wangpo Coal Mine in Shanxi, involved deploying a seismic-while-tunneling monitoring system in two driving tunnels to perform detailed exploration of geological structures. Data accumulated within 48 hours after the commencement of monitoring can image geological anomalies within a 200-meter range ahead of the mining face. In the return airway of the 3217 working face, the reflected anomaly of the coal gangue compresssion zone 97 meters ahead of the mining face was successfully detected with a prediction error of 1 meter. In the transport tunnel of the 3303 working face, a collapse column 39 meters ahead of the mining face was identified with a prediction error of 2 meters. Additionally, in the same transport tunnel of the 3303 working face, two abnormal areas of coal seam fracture zones were detected. One located 148 meters ahead of the mining face had a prediction error of 1 meter, while the other, located beyond 211 meters ahead, despite being obstructed by a collapse column and a coal seam fracture zone, still produced relatively strong imaging results with a prediction error of 3 meters. These findings demonstrate that the seismic-while-tunneling monitoring technique can provide significant technical support for the prevention of gas disasters. The application results suggest that this technology is convenient for construction operations, with high detection accuracy, long detection distance, and strong detection capability, providing reliable geological support for intelligent and safe tunnel excavation in coal mines.

     

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