A support-pressure relief coupling collaborative operation device

By designing a support-pressure-relieving coupling collaborative operation device, the lack of equipment in the prior art to simultaneously complete deep hole support, water injection and collapse detection is solved, and the safety of the mine is improved.

CN113756843BActive Publication Date: 2025-04-25SHANDONG JINGTAI ENG TECH CO LTD +1
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Patent Information

Application Number
CN202111165505.X
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2021-09-30
Publication Date
2025-04-25
Estimated Expiration
2041-09-30

AI Technical Summary

Technical Problem

In the existing mining process, there is a lack of equipment that can simultaneously complete the support at the opening of the deep hole for pressure relief, inject water into the deep hole and detect the collapse degree of the deep hole.

Method used

A support-pressure-relieving coupling collaborative operating device is designed, including an operating platform, a sealing unit device and a monitoring unit device. The operating platform is equipped with grouting, liquid injection and water injection distribution boxes. The sealing unit device is equipped with a sealing soft capsule and a slurry delivery tube. The monitoring unit device is equipped with a pressure-bearing soft capsule and a water conduit tube. These devices can realize the support, pressure relief and collapse detection of deep holes.

Benefits of technology

This device can effectively improve the safety of the mine, reduce pressure by directly filling water into the deep hole, and close and support the opening of the deep hole, and monitor the collapsed state inside the deep hole in real time, improving the safety of mine mining.

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Abstract

The present invention relates to the technical field of mine rock burst control, specifically a support-pressure relief coupling collaborative operation device, including an operating platform, a plugging unit device and a monitoring unit device, the operating platform is arranged in the mine, and the plugging unit device and the monitoring unit device are arranged in a pre-drilled deep hole. The beneficial effects are: the device can directly inject water into the deep hole to reduce the pressure, and can seal and support the opening of the deep hole through the plugging unit device, so that the safety of the mine can be effectively improved, and at the same time, the collapse state inside the deep hole can be monitored in real time through the monitoring unit device in conjunction with the pressure gauge, and each operating platform can monitor multiple adjacent deep holes through the grouting distribution box, the water injection distribution box, and the liquid injection distribution box, so as to evaluate the risk status of each deep hole according to the collapse data inside the deep hole, so as to facilitate the corresponding safety measures, thereby improving the safety of mine mining.
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Description

Technical Field

[0001] The invention relates to the technical field of mine rock burst control, and in particular to a support-pressure relief coupled collaborative operation device. Background Art

[0002] During the mining process, mines are prone to safety accidents caused by rock bursts, which can lead to serious property losses and casualties. Therefore, rock burst control has always been an important part of mining operations. However, the existing methods of rock burst control will destroy the stability of the tunnel surrounding rock, thereby reducing the original support strength of the tunnel, so additional support measures are required for the corresponding areas. In the hydraulic fracturing pressure relief method, it is also necessary to monitor the deep holes for pressure relief, so as to evaluate the degree of collapse in the deep holes in real time to assess the safety risks. However, the existing technology lacks the corresponding equipment that can simultaneously complete the support of the opening of the deep hole for pressure relief, inject water into the deep hole, and detect the degree of collapse of the deep hole. Summary of the invention

[0003] The purpose of the present invention is to provide a support-pressure relief coupling collaborative operation device to solve the problem in the existing mining process raised in the above background technology that there is a lack of corresponding equipment that can simultaneously complete the support of the deep hole opening for pressure relief, the injection of water into the deep hole and the collapse degree detection of the deep hole.

[0004] To achieve the above-mentioned object, the present invention provides the following technical solutions: a support-pressure relief coupling collaborative operation device, comprising an operating platform, a plugging unit device and a monitoring unit device, wherein the operating platform is arranged in a mine, and the plugging unit device and the monitoring unit device are arranged in a pre-drilled deep hole;

[0005] The operating platform is fixedly installed with a grouting distribution box, a liquid injection distribution box and a water injection distribution box, and the grouting distribution box is connected with a grouting pump, the liquid injection distribution box is connected with a liquid injection pump, and the water injection distribution box is connected with a water injection pump, the liquid injection distribution box and the water injection distribution box are respectively installed with a liquid injection branch pipe and a water injection branch pipe, and manual valves are installed on the liquid injection branch pipe and the water injection branch pipe;

[0006] The plugging unit device comprises a plugging soft bag, and a slurry delivery pipe, a water injection pipe and a monitoring pipe are fixedly installed in the plugging soft bag, the slurry delivery pipe is provided with a slurry delivery hole connected to the inner cavity of the plugging soft bag, and adjacent slurry delivery pipes, adjacent water injection pipes and adjacent monitoring pipes on two adjacent plugging unit devices are correspondingly fixed in series;

[0007] The monitoring unit device includes a pressure-bearing soft bag, and a liquid injection pipe and a water guide pipe are fixedly installed in the pressure-bearing soft bag, the water guide pipe is provided with a water injection hole for injecting water into the deep hole on the outside of the corresponding pressure-bearing soft bag, and side limit plates for limiting the front and rear positions of the pressure-bearing soft bag are fixedly installed at the front and rear ends of the water guide pipe, the side limit plates are fixed to the inner wall of the deep hole through a limit clamping device, and a liquid injection hole for injecting liquid into the pressure-bearing soft bag is provided in the liquid injection pipe, the liquid injection pipes on adjacent monitoring unit devices are fixed in series with each other, and the water guide pipes on adjacent monitoring unit devices are fixed in series with each other;

[0008] The slurry delivery pipe and the grouting distribution box are fixedly connected by a grouting butt hose, and the water injection pipe and the water injection branch pipe are fixedly connected by a water injection butt hose. The liquid injection pipe is connected to the liquid injection branch pipe by a liquid injection butt hose that passes through the monitoring pipe and is sealed with the monitoring pipe, and pressure gauges are provided on both the liquid injection butt hose and the water injection butt hose.

[0009] Preferably, the limit clamping device includes a mounting seat fixed to the side limit plate by bolts, and at least three clamping arms are hingedly mounted on the mounting seat in a circular array, a vertical plate is integrally formed on the mounting seat corresponding to each clamping arm, and the vertical plate is connected to the clamping arm by a reset spring, and a clamping tooth is integrally formed at the end of the clamping arm for clamping the inner wall of the deep hole.

[0010] Preferably, a controller and a display are fixedly mounted on the operating platform by bolts, and pressure sensors are fixedly mounted on the liquid injection docking hose and the water injection docking hose, and the controller is electrically connected to the pressure sensor and the display respectively through cables.

[0011] Preferably, a handrail is fixedly installed on the side of the operating platform by bolts, and a hanging ear for convenient lifting is welded and installed on the handrail, and a roller is fixedly installed on the bottom of the operating platform by a bearing.

[0012] Preferably, adjacent slurry delivery pipes, adjacent water injection pipes, adjacent monitoring pipes, between the slurry delivery pipe and the grouting docking hose, and between the water injection docking hose and the water injection pipe are respectively threadedly installed through a first connecting sleeve, and the end of the slurry delivery pipe at the very end of the deep hole is threadedly sealed with a second sealing sleeve.

[0013] Preferably, the injection docking hose is threadedly installed on the injection pipe and the adjacent injection pipes through a second connecting sleeve, and the end of the injection pipe at the end of the deep hole is threadedly blocked by a first sealing sleeve. A closing sleeve is threadedly installed on the monitoring pipe, and the closing sleeve and the injection docking hose are bonded and sealed.

[0014] Preferably, the slurry delivery pipe, water injection pipe, monitoring pipe, liquid injection pipe and water guide pipe are all hard plastic pipes or hard metal pipes, and the sealing soft bag and the pressure-bearing soft bag are both rubber bags.

[0015] Compared with the prior art, the beneficial effects of the present invention are: the support-pressure relief coupling collaborative operation device designed in the present invention can directly inject water into the deep hole to reduce the pressure, and can seal and support the opening of the deep hole through the sealing unit device, thereby effectively improving the safety of the mine, and at the same time can also monitor the collapse state inside the deep hole in real time through the monitoring unit device in conjunction with the pressure gauge, and each operating platform can monitor multiple adjacent deep holes through the grouting distribution box, the water injection distribution box, and the liquid injection distribution box, so as to evaluate the risk status of each deep hole according to the collapse data inside the deep hole, facilitate the implementation of corresponding safety measures, thereby improving the safety of mine mining, and therefore has high practical value. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic diagram of the structure of the present invention;

[0017] Figure 2 This is a schematic diagram of the structure of the operating platform of the present invention;

[0018] Figure 3 It is a schematic diagram of the connection between the blocking unit device and the monitoring unit device of the present invention;

[0019] Figure 4 It is a structural schematic diagram of the monitoring unit device of the present invention;

[0020] Figure 5 It is a structural schematic diagram of the position limiting clamping device of the present invention;

[0021] Figure 6 It is a schematic structural diagram of the plugging unit device of the present invention.

[0022] In the figure: 1, operating platform; 2, plugging unit device; 201, plugging soft bag; 202, slurry delivery pipe; 203, slurry delivery hole; 204, water injection pipe; 205, monitoring pipe; 3, limit clamping device; 301, clamping arm; 302, reset spring; 303, vertical plate; 304, mounting seat; 4, monitoring unit device; 401, water injection hole; 402, liquid injection pipe; 403, pressure-bearing soft bag; 404, water guide pipe; 405, liquid injection hole; 406, side limit plate; 5, first connecting sleeve; 6, first sealing Plug sleeve; 7. Second connecting sleeve; 8. Grouting distribution box; 9. Suspension ear; 10. Handrail; 11. Grouting pump; 12. Liquid injection pump; 13. Liquid injection distribution box; 14. Water injection pump; 15. Water injection distribution box; 16. Water injection branch pipe; 17. Controller; 18. Liquid injection branch pipe; 19. Manual valve; 20. Display; 21. Roller; 22. Closing sleeve; 23. Pressure gauge; 24. Pressure sensor; 25. Grouting docking hose; 26. Liquid injection docking hose; 27. Water injection docking hose; 28. Second plugging sleeve. DETAILED DESCRIPTION

[0023] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the technical solutions in the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0024] See also Figures 1 to 6 , the present invention provides a technical solution: a support-pressure relief coupling collaborative operation device, comprising an operating platform 1, a plugging unit device 2 and a monitoring unit device 4, the operating platform 1 is arranged in a mine, and the plugging unit device 2 and the monitoring unit device 4 are arranged in a pre-drilled deep hole;

[0025] Please refer to Figure 1 and Figure 2 A grouting distribution box 8, a liquid injection distribution box 13 and a water injection distribution box 15 are fixedly installed on the operating platform 1, and the grouting distribution box 8 is connected to a grouting pump 11, the liquid injection distribution box 13 is connected to a liquid injection pump 12, and the water injection distribution box 15 is connected to a water injection pump 14, and the liquid injection distribution box 13 and the water injection distribution box 15 are respectively installed with a liquid injection branch pipe 18 and a water injection branch pipe 16, and the liquid injection branch pipe 18 and the water injection branch pipe 16 are both installed with a manual valve 19;

[0026] Please refer to Figure 1 , Figure 3 and Figure 6The plugging unit device 2 includes a plugging soft bag 201, and a slurry delivery pipe 202, a water injection pipe 204 and a monitoring pipe 205 are fixedly installed in the plugging soft bag 201. The slurry delivery pipe 202 is provided with a slurry delivery hole 203 connected to the inner cavity of the plugging soft bag 201, and the adjacent slurry delivery pipes 202, adjacent water injection pipes 204 and adjacent monitoring pipes 205 on two adjacent plugging unit devices 2 are correspondingly fixed in series;

[0027] See also Figure 1 , Figure 3 and Figure 4 The monitoring unit device 4 includes a pressure-bearing soft bag 403, and a liquid injection pipe 402 and a water guide pipe 404 are fixedly installed in the pressure-bearing soft bag 403. The water guide pipe 404 is provided with a water injection hole 401 for injecting water into the deep hole on the outside of the corresponding pressure-bearing soft bag 403, and side limit plates 406 for limiting the front and rear positions of the pressure-bearing soft bag 403 are fixedly installed at the front and rear ends of the water guide pipe 404. The side limit plates 406 are fixed to the inner wall of the deep hole through the limit clamping device 3, and a liquid injection hole 405 for injecting liquid into the pressure-bearing soft bag 403 is opened in the liquid injection pipe 402. The liquid injection pipes 402 located on adjacent monitoring unit devices 4 are fixed in series with each other, and the water guide pipes 404 located on adjacent monitoring unit devices 4 are fixed in series with each other;

[0028] See also Figure 1 The slurry delivery pipe 202 is fixedly connected to the grouting distribution box 8 through the grouting docking hose 25, and the water injection pipe 204 is fixedly connected to the water injection branch pipe 16 through the water injection docking hose 27. The liquid injection pipe 402 is connected to the liquid injection branch pipe 18 through the liquid injection docking hose 26 that passes through the monitoring pipe 205 and is sealed with the monitoring pipe 205, and the liquid injection docking hose 26 and the water injection docking hose 27 are both provided with a pressure gauge 23;

[0029] See also Figure 5 The limiting clamping device 3 includes a mounting seat 304 fixedly installed with the side limiting plate 406 by bolts, and at least three clamping arms 301 are hingedly installed on the mounting seat 304 in a circumferential array, and a vertical plate 303 is integrally formed on the mounting seat 304 at a position corresponding to each clamping arm 301, and the vertical plate 303 is connected to the clamping arm 301 by a return spring 302, and the end of the clamping arm 301 is integrally formed with a clamping tooth for clamping the inner wall of the deep hole;

[0030] See also Figure 2, a controller 17 and a display 20 are fixedly installed on the operating platform 1 by bolts, and a pressure sensor 24 is fixedly installed on the liquid injection docking hose 26 and the water injection docking hose 27. The controller 17 is electrically connected to the pressure sensor 24 and the display 20 respectively through cables. The controller 17 can adopt an S7-200 type PLC controller. A handrail 10 is fixedly installed on the side of the operating platform 1 by bolts, and a hanging ear 9 for convenient lifting is welded and installed on the handrail 10. A roller 21 is fixedly installed on the bottom of the operating platform 1 through a bearing;

[0031] See also Figure 1 The adjacent slurry delivery pipes 202, the adjacent water injection pipes 204, the adjacent monitoring pipes 205, the slurry delivery pipe 202 and the slurry injection docking hose 25, and the water injection docking hose 27 and the water injection pipe 204 are respectively installed by screw connection through the first connecting sleeve 5, and the end of the slurry delivery pipe 202 at the end of the deep hole is screwed and blocked by the second plugging sleeve 28, and the injection docking hose 26 and the injection pipe 402, and the adjacent injection pipes 404 are respectively connected by the second connecting sleeve 7. The monitoring tube 205 is threadedly installed, and the end of the injection tube 402 at the end of the deep hole is threadedly sealed with a first sealing sleeve 6. A sealing sleeve 22 is threadedly installed on the monitoring tube 205, and the sealing sleeve 22 and the injection docking hose 26 are bonded and sealed. The slurry delivery pipe 202, the water injection pipe 204, the monitoring tube 205, the injection pipe 402 and the water guide pipe 404 are all hard plastic pipes or hard metal pipes, and the sealing soft bag 201 and the pressure-bearing soft bag 403 are both rubber bags.

[0032] Working principle: Before using the device, first drill the required deep hole inside the mine, then transport the operating platform to the vicinity of the deep hole, then connect a specified number of monitoring unit devices 4 in series according to the depth of the deep hole, insert the monitoring unit devices 4 in series into the deep hole and connect the injection docking hose 26. After insertion, since the limit clamping device 3 can clamp the inner wall of the deep hole, the monitoring unit device 4 will not fall out or slide regardless of the inclination angle of the deep hole, ensuring the accurate installation position. Then, connect a specified number of plugging unit devices 2 in series according to the length of the deep hole to be plugged, insert the plugging unit devices 2 in series near the opening of the deep hole, and insert the injection docking hose 26 into the monitoring tube 205 and seal it with the sealing sleeve 22. Then, the slurry delivery pipe 202 is connected to the grouting distribution box 8 through the grouting docking hose 25, the liquid injection docking hose 26 is connected to the liquid injection branch pipe 18, and the water injection pipe 204 is connected to the water injection branch pipe 16 through the water injection docking hose 27. Then, the grouting pump 11 is used to inject grout into the plugging soft bag 201 of each plugging unit device 2 so that the plugging soft bag 201 can seal the opening position of the deep hole. The injected slurry can also play a role in the mine after solidification. The deep hole is supported by the liquid injection pump 12, and then the pressure-bearing soft bag 403 is injected with liquid, so that the pressure-bearing soft bag 403 can fit and support the inner wall of the deep hole. Subsequently, the water is injected into the water injection pipe 204 through the water injection pump 14. The water will pass through the water injection pipe 204 into the deep hole, and then be guided to the deep hole through the water guide pipe 404 and flow out from the water injection hole on the water guide pipe 404 to completely fill the deep hole. The injected water flow can relieve the impact ground pressure. When the pressure is released by injecting water, the manual valves on the water injection branch pipe 16 and the liquid injection branch pipe 18 can be closed, and the monitoring link can be entered at this time. During the monitoring process, when the pressure gauge 23 on the water injection docking hose 27 shows that the internal pressure of the deep hole is reduced, water injection and pressure relief can continue. When the pressure gauges 23 on the deep hole water injection docking hose 27 and the liquid injection docking hose 26 both show that the internal pressure of the deep hole is increased, it indicates that a collapse has occurred inside the deep hole. The scale of the collapse can be preliminarily evaluated based on the size of the pressure increase, and the evaluation process can also be handed over to the controller 17 for automatic processing. Since the device can directly inject water into the deep hole to reduce pressure, and can seal and support the opening of the deep hole through the sealing unit device 2, it can effectively improve the safety of the mine. At the same time, it can also monitor the collapse state inside the deep hole in real time through the monitoring unit device 4 in conjunction with the pressure gauge, and each operating platform 1 can monitor multiple adjacent deep holes through the grouting distribution box 8, the water injection distribution box 15, and the liquid injection distribution box 13, so as to evaluate the risk status of each deep hole according to the collapse data inside the deep hole, facilitate the implementation of corresponding safety measures, thereby improving the safety of mine mining, and therefore has a high practical value.

[0033] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A support-pressure relief coupling collaborative operation device, characterized in that: It comprises an operating platform (1), a plugging unit device (2) and a monitoring unit device (4), wherein the operating platform (1) is arranged in a mine, and the plugging unit device (2) and the monitoring unit device (4) are arranged in a pre-drilled deep hole; A grouting distribution box (8), a liquid injection distribution box (13) and a water injection distribution box (15) are fixedly mounted on the operating platform (1), and the grouting distribution box (8) is connected to a grouting pump (11), the liquid injection distribution box (13) is connected to a liquid injection pump (12), and the water injection distribution box (15) is connected to a water injection pump (14), and the liquid injection distribution box (13) and the water injection distribution box (15) are respectively mounted with a liquid injection branch pipe (18) and a water injection branch pipe (16), and both the liquid injection branch pipe (18) and the water injection branch pipe (16) are mounted with a manual valve (19); The plugging unit device (2) comprises a plugging soft bag (201), and a slurry delivery pipe (202), a water injection pipe (204) and a monitoring pipe (205) are fixedly installed in the plugging soft bag (201); the slurry delivery pipe (202) is provided with a slurry delivery hole (203) which is in communication with the inner cavity of the plugging soft bag (201); and adjacent slurry delivery pipes (202), adjacent water injection pipes (204) and adjacent monitoring pipes (205) on two adjacent plugging unit devices (2) are correspondingly fixed in series; The monitoring unit device (4) comprises a pressure-bearing soft bag (403), and a liquid injection pipe (402) and a water guide pipe (404) are fixedly installed in the pressure-bearing soft bag (403); the water guide pipe (404) is provided with a water injection hole (401) for injecting water into the deep hole on the outside of the corresponding pressure-bearing soft bag (403); and side limit plates (406) for limiting the front and rear positions of the pressure-bearing soft bag (403) are fixedly installed at the front and rear ends of the water guide pipe (404); the side limit plates (406) are fixed to the inner wall of the deep hole through a limit clamping device (3); and a liquid injection hole (405) for injecting liquid into the pressure-bearing soft bag (403) is opened in the liquid injection pipe (402); the liquid injection pipes (402) located on adjacent monitoring unit devices (4) are fixed in series with each other, and the water guide pipes (404) located on adjacent monitoring unit devices (4) are fixed in series with each other; The slurry delivery pipe (202) is fixedly connected to the grouting distribution box (8) via a grouting docking hose (25), and the water injection pipe (204) is fixedly connected to the water injection branch pipe (16) via a water injection docking hose (27). The liquid injection pipe (402) is connected to the liquid injection branch pipe (18) via a liquid injection docking hose (26) that passes through the monitoring pipe (205) and is sealed with the monitoring pipe (205), and pressure gauges (23) are provided on both the liquid injection docking hose (26) and the water injection docking hose (27).

2. A support-pressure relief coupling collaborative operation device according to claim 1, characterized in that: The position limiting clamping device (3) comprises a mounting seat (304) fixedly mounted to a side position limiting plate (406) by bolts, and at least three clamping arms (301) are hingedly mounted on the mounting seat (304) in a circular array, a vertical plate (303) is integrally formed on the mounting seat (304) corresponding to each clamping arm (301), and the vertical plate (303) is connected to the clamping arm (301) by a return spring (302), and a clamping tooth for clamping the inner wall of the deep hole is integrally formed at the end of the clamping arm (301).

3. A support-pressure relief coupling collaborative operation device according to claim 1, characterized in that: A controller (17) and a display (20) are fixedly mounted on the operating platform (1) by means of bolts, and a pressure sensor (24) is fixedly mounted on both the liquid injection docking hose (26) and the water injection docking hose (27), and the controller (17) is electrically connected to the pressure sensor (24) and the display (20) respectively by means of cables.

4. A support-pressure relief coupling collaborative operation device according to claim 1, characterized in that: A handrail (10) is fixedly mounted on the side of the operating platform (1) by means of bolts, and a hanging ear (9) is welded and mounted on the handrail (10) for easy lifting. A roller (21) is fixedly mounted on the bottom of the operating platform (1) by means of a bearing.

5. The support-pressure relief coupling collaborative operation device according to claim 1, characterized in that: The adjacent slurry delivery pipes (202), the adjacent water injection pipes (204), the adjacent monitoring pipes (205), the slurry delivery pipe (202) and the slurry injection docking hose (25), and the water injection docking hose (27) and the water injection pipe (204) are respectively screwed and installed via the first connecting sleeve (5), and the end of the slurry delivery pipe (202) located at the end of the deep hole is screwed and blocked using the second blocking sleeve (28).

6. The support-pressure relief coupling collaborative operation device according to claim 1, characterized in that: The injection butt hose (26) and the injection pipe (402) and the adjacent injection pipes (402) are respectively threadedly installed via a second connecting sleeve (7), and the end of the injection pipe (402) located at the end of the deep hole is threadedly blocked by a first blocking sleeve (6), a sealing sleeve (22) is threadedly installed on the monitoring pipe (205), and the sealing sleeve (22) and the injection butt hose (26) are sealed by bonding.

7. The support-pressure relief coupling collaborative operation device according to claim 1, characterized in that: The slurry delivery pipe (202), water injection pipe (204), monitoring pipe (205), liquid injection pipe (402) and water guide pipe (404) are all hard plastic pipes or hard metal pipes, and the blocking soft bag (201) and the pressure-bearing soft bag (403) are all rubber bags.

Citation Information

Patent Citations

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    CN106499360A

  • Wide-area underwater coal rock pressure-bearing micro-blasting grouting and water blocking method

    CN106761852A