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巷道顶孔全波列声波探测及超声成像系统研制与应用

Development Full-Waveform Acoustic Detection and Ultrasonic Imaging System for Up-hole in Roadways

  • 摘要: 鉴于目前煤矿巷道顶板岩层探测手段欠缺导致无法系统揭示顶板岩层属性的突出问题,开发了适用于巷道顶孔探测的声波测井系统并进行了现场试验,取得了20 m钻孔的声学信号并与取芯结果及光学成像进行了对比分析。研究结果表明:(1)开发了注水-封孔一体化装置,通过改变系统卸荷压力实现封孔压力、注水压力等参数调整,可在孔口密封的条件下确保孔内水位始终处于满孔状态;开发了探头密封推送装置,兼具轴向及径向密封功能,可实现声波探头在充满液体的钻孔内持续滑动,实现孔壁岩层声学数据的连续测试。(2)顶板钻孔孔壁岩层全波列波形按照到达时间分为纵波、横波及斯通利波3部分,横波滞后于纵波2-3个周期,且存在180°相位反转特征;顶板砂岩的情况下,实测钻孔孔壁波速介于2750 m/s-4000 m/s之间,与前期取芯岩性分析结果对比基本一致。(3)获取了巷道顶板钻孔声学成像信息,并与反射波波幅衰减曲线、光学成像结果进行了比对,三者具有较高的一致性。

     

    Abstract: In view of the prominent problem of the lack of detection methods for the roof rock strata of coal mine tunnels, which leads to the inability to systematically reveal the properties of the roof rock strata, a sonic logging system suitable for tunnel roof hole detection was developed and field tests were conducted. Acoustic signals from a 20 meter borehole were obtained and compared and analyzed with coring results and optical imaging. The research results indicate that: (1) an integrated device for water injection and hole sealing has been developed, which adjusts parameters such as hole sealing pressure and water injection pressure by changing the system unloading pressure, ensuring that the water level in the hole is always in a full hole state under the condition of hole sealing; A probe sealing push device has been developed, which has both axial and radial sealing functions, and can achieve continuous sliding of the acoustic probe in a liquid filled borehole, enabling continuous testing of acoustic data of the borehole wall and rock layers. (2) The full wave waveform of the rock layer in the roof drilling hole wall is divided into three parts according to the arrival time: longitudinal wave, transverse wave, and Stoneley wave. The transverse wave lags behind the longitudinal wave by 2-3 cycles and has a 180° phase reversal characteristic; In the case of sandstone roof, the measured borehole wall wave velocity ranges from 2750 m/s to 4000 m/s, which is basically consistent with the results of previous core lithology analysis. (3) Obtained acoustic imaging information of tunnel roof drilling, and compared it with the attenuation curve of reflected wave amplitude and optical imaging results, which showed high consistency among the three.

     

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