Coal mine tunnel high-stress area unloading, transferring and absorbing danger relieving method

By drilling holes in the high-stress area of the tunnel and installing a rigid-flexible composite energy absorption device, combined with an intelligent monitoring system, the problem of unclear stress transfer paths in the tunnel is solved, and dynamic regulation of the entire process of the tunnel surrounding rock stress and system stability are achieved.

CN120465948AActive Publication Date: 2025-08-12INNER MONGOLIA UNIV OF SCI & TECH

Patent Information

Application Number
CN202510968690.8
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-07-15
Publication Date
2025-08-12
Estimated Expiration
2045-07-15

AI Technical Summary

Technical Problem

The existing tunnel stress control technology has problems such as unclear stress transfer path, uncontrollable pressure relief effect, single support function of traditional anchor rods and insufficient monitoring feedback.

Method used

By constructing drilling holes in the high stress area of the tunnel, a stress transmission path is established by using the spatial layout of the drilling group, and a rigid-flexible composite energy absorption device is installed in the drilling holes, and dynamic energy management is carried out in combination with an intelligent monitoring system.

Benefits of technology

The dynamic regulation of the entire process of the surrounding rock stress of the tunnel is realized, the energy migration efficiency and system stability are improved, the problem of unclear stress transfer paths is solved, and the support capacity and real-time monitoring capacity are enhanced.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention relates to the technical field of coal mine safety mining, and discloses a coal mine roadway high-stress area unloading-to-suction danger relieving method which comprises the following steps: step 1, a pressure relief stage: drilling holes in a roadway high-stress area to form a pressure relief channel; 2, a transfer stage, wherein stress is transferred to the deep part of the coal rock mass through the layout of the drill holes; and (3) an energy absorption stage: an energy absorption device is installed in the drill hole, the device comprises an outer steel pipe, an internal high polymer material and a monitoring element, the diameter of the drill hole in the step (1) is 50-150mm, the depth of the drill hole is 5-20m, a one-time hole forming process is adopted for construction, and the drill hole is formed in a high stress concentration area which is 6-20m away from the surface of the roadway and is arranged at intervals in the axial direction of the roadway. By constructing a pressure relief-transfer-energy absorption three-stage synergistic effect system, the whole-process dynamic regulation and control of the surrounding rock stress of the roadway is realized, and the problem that the pressure relief effect is uncontrollable due to the fact that a stress transfer path is not clear in the prior art is effectively solved.
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Citation Information

Patent Citations

  • Oriented danger removing method for high mine pressure roadway of coal mine

    CN103726872A

  • Near-field stress regulation and control method of deep-buried tunnel and chamber surrounding rocks

    CN109026070A

  • Goaf overlying strata pressure relief method

    CN114809908A

  • Energy-absorbing grouting and large-diameter pressure relief hole combined coal roadway rock burst prevention and control method

    CN115929307A

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