Non-metal underground mine support construction reinforcing structure and construction method thereof

Abstract

The invention discloses a nonmetal underground mine support construction reinforcing structure and a construction method thereof.The nonmetal underground mine support construction reinforcing structure comprises a side face support plate, a top support plate is arranged at the top of the side face support plate, a first anchor rod is inserted into an inner cavity of the side face support plate, and a second anchor rod is inserted into an inner cavity of the top support plate; a shell is fixedly connected to one side of the side face supporting plate, a lead screw is movably connected to one side of the top of the shell, and the surface of the lead screw is in threaded connection with a threaded sleeve. The top supporting plate and the side supporting plates are rapidly and stably connected through the inserting plates, the inserting pins and other components, and the overall stability is enhanced; transmission assemblies such as lead screws and thread bushings can flexibly adjust the positions of the connecting plates, side supporting plates can be conveniently supported, the front supporting structure and the rear supporting structure can be cooperatively stressed, the supporting strength is improved, in the construction method, resin anchoring agents are matched with the anchor rods, it is ensured that the anchor rods are stably inserted into the rock wall, and the stability of surrounding rock is effectively improved; the overall design improves the installation efficiency of the supporting structure.

Description

Technical Field

[0001] The present invention relates to the technical field of mine support, in particular to a non-metal underground mine support construction reinforcement structure and a construction method thereof. Background Art

[0002] In non-metallic underground mining operations, tunnel support, as a key component in ensuring safe mine production, has always been closely linked to the characteristics of the ore and rock and mining requirements. Currently, the ore and rock encountered in underground non-metallic mining often have significant characteristics such as low hardness, well-developed joints and fissures, and softening upon contact with water. This places stringent demands on the adaptability, integrity, and reliability of the support structure. However, existing support technologies have exposed numerous structural flaws in practical applications, particularly in the overall design of the support system.

[0003] According to the patent document: CN218894664U, a mine tunnel support structure is disclosed, which relates to the field of tunnel support technology. The utility model discloses a mine tunnel support structure, including a base, the top of the base is provided with a support mechanism for supporting and protecting the mine tunnel, and the bottom of the base is fixedly installed with a universal wheel. The utility model drives the threaded rod to rotate by a knob, and the threaded rod is engaged with the threaded sleeve to vertically move the threaded sleeve, the movable plate and the limit rod, so that the anchor rod is inserted into the tunnel ground to fix the support device, so that the support device is fixed, the movable plate is in contact with the ground of the tunnel, and the knob and the threaded rod are continued to be rotated to make the support mechanism rise, so as to facilitate the support and protection of tunnels at different heights, and the top surface of the first support top plate is in contact with the top surface of the tunnel, and the second support top plate and the first support top plate are used to provide double-layer protection, thereby improving safety.

[0004] Existing support structures are generally only arranged at a single point on the inner wall of the tunnel. For example, U-shaped steel brackets are simply used to independently fix the support units to the tunnel rock wall. There is a lack of effective mechanical connection mechanism between adjacent support structures. This "island-style" support method causes the entire support system to present a discrete feature. When a single bracket is subjected to a large axial load caused by the deformation of the mine rock, local damage is very likely to occur due to the lack of coordinated force support from adjacent structures. What is more serious is that this local damage will produce a chain reaction. Other brackets connected to the damaged bracket will be gradually pulled and deformed due to the lack of rigid connection, which will lead to continuous failure of the support system. To this end, we propose a non-metallic underground mine support construction reinforcement structure and its construction method. Summary of the Invention

[0005] In view of the shortcomings of the existing technology, the purpose of the present invention is to provide a non-metallic underground mine support construction reinforcement structure and a construction method thereof, which has the advantage of good support effect and solves the problem that the existing support structures are generally only arranged at a single point on the inner wall of the tunnel, such as simply using U-shaped steel brackets to independently fix the support units on the tunnel rock wall, and there is a lack of effective mechanical connection mechanism between adjacent support structures. This "island-type" support method causes the entire support system to present a discrete feature. When a single bracket is subjected to a large axial load caused by the deformation of the mine rock, local damage is very likely to occur due to the lack of coordinated force support from adjacent structures. What is more serious is that this local damage will produce a chain reaction. Other brackets connected to the damaged bracket will be gradually pulled and deformed due to the lack of rigid connection, thereby causing the problem of continuity failure of the support system.

[0006] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a non-metallic underground mine support construction reinforcement structure, comprising a side support plate, a top support plate is provided on the top of the side support plate, a first anchor rod is inserted into the inner cavity of the side support plate, a second anchor rod is inserted into the inner cavity of the top support plate, one side of the side support plate is fixedly connected to a shell, one side of the top of the shell is movably connected to a screw rod, the surface of the screw rod is threadedly connected to a threaded sleeve, one side of the threaded sleeve is fixedly connected to an adjustment frame, and one side of the adjustment frame is fixedly connected There is a toothed plate, one side of the toothed plate is meshed with a gear, the inner cavity of the gear is fixedly connected to a connecting shaft, the front and rear sides of the connecting shaft surface are fixedly connected to an adjusting rod, one side of the adjusting rod is fixedly connected to a connecting plate, the inner cavity of the connecting plate is plugged with a third anchor rod, the front and back sides of the side support plate are fixedly connected to a connecting frame, one side of the connecting frame is plugged with a connecting rod, the inner cavities of the connecting frame and the connecting rod are both plugged with connecting pins, the bottom of the connecting pin is fixedly connected to a fixing rod, and one side of the fixing rod is fixedly connected to the adjusting frame.

[0007] Preferably, both sides of the bottom of the top support plate are fixedly connected with an insert plate, a fixing seat is inserted into the surface of the insert plate, one side of the fixing seat is fixedly connected to the side support plate, the other side of the side support plate is fixedly connected to a hollow block, the right side of the inner cavity of the hollow block is fixedly connected with a spring, one side of the spring is fixedly connected to a rectangular plate, one side of the rectangular plate is fixedly connected to a pin, one side of the pin passes through the fixing seat and the insert plate in sequence and extends to the inner cavity of the insert plate.

[0008] Preferably, the bottom of the screw rod is movably connected to the housing via a first bearing, and the top of the screw rod is fixedly connected to a rotating handle.

[0009] Preferably, the inner cavity of the threaded sleeve is slidably connected to a sliding rod, and one side of the sliding rod is fixedly connected to the housing.

[0010] Preferably, the front and back surfaces of the connecting shaft are movably connected to the housing via a second bearing, and a movable groove is provided on the inner side of the housing.

[0011] Preferably, a rectangular groove is provided on the top of the inner cavity of the shell, and the inner cavity of the rectangular groove is slidably connected to the adjustment frame.

[0012] Preferably, a rectangular hole is provided on one side of the hollow block, and the rectangular hole is adapted to fit the latch.

[0013] A non-metallic underground mine support construction reinforcement method comprises the following steps: A. First, pull the latch, then place the top support plate on top of the side support plate and plug the plug plate into the fixed seat. Then release the latch. At this time, the spring push will drive the rectangular plate to move, and the rectangular plate will drive the latch to move, so that the latch and the plug plate are plugged into each other, thus completing the connection work and making the side support plate and top support plate connected stably. B. Then, according to the length of the connecting rod, adjust the distance between the front and rear side support plates, then plug the connecting rod into the connecting frame, and then rotate the screw rod, which drives the threaded sleeve to move, which drives the adjustment frame to move, which drives the toothed plate to move, which drives the gear to rotate, which drives the connecting shaft to rotate, which drives the adjustment rod to rotate, which drives the connecting plate to rotate, so that the connecting plate contacts the ground. At the same time, the adjustment frame also drives the fixed rod to move, which drives the connecting pin to move, so that the connecting pin and the connecting rod are plugged in, thereby limiting the position of the connecting rod, and thus stably connecting the front and rear support structures, thereby achieving a coordinated force effect, thereby improving the support strength; C. Finally, use a drilling rig to drill holes in the installation positions of the first anchor rod, the second anchor rod and the third anchor rod, inject resin anchoring agent after drilling, and then use the drilling rig to insert the first anchor rod, the second anchor rod and the third anchor rod into the corresponding installation positions in turn. After the resin anchoring agent solidifies, the first anchor rod, the second anchor rod and the third anchor rod can work stably, further improving the support effect.

[0014] Compared with the prior art, the present invention provides a non-metallic underground mine support construction reinforcement structure and a construction method thereof, which has the following beneficial effects: The top support plate and the side support plate of the present invention are quickly and stably connected through components such as plug plates and pins to enhance the overall stability; transmission components such as screw rods and threaded sleeves can flexibly adjust the position of the connecting plate, which is convenient for supporting the side support plates, and can also enable the front and rear support structures to bear force synergistically to improve the support strength. In terms of construction method, resin anchoring agent is used in combination with anchor rods to ensure that the anchor rods are firmly inserted into the rock wall, effectively improving the stability of the surrounding rock. The overall design not only improves the installation efficiency of the support structure, but also significantly enhances the reinforcement effect on the mine surrounding rock, providing reliable protection for mine safety production. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the structure of the present invention; Figure 2 It is a schematic diagram of the three-dimensional structure of the present invention; Figure 3 This is a schematic diagram of the cross-sectional structure of the housing of the present invention; Figure 4 It is a schematic diagram of the cross-sectional structure of the hollow block of the present invention.

[0016] In the figure: 1. Side support plate; 2. Top support plate; 3. First anchor rod; 4. Second anchor rod; 5. Insert plate; 6. Fixed seat; 7. Hollow block; 8. Rectangular plate; 9. Spring; 10. Pin; 11. Housing; 12. Screw rod; 13. Threaded sleeve; 14. Adjusting frame; 15. Tooth plate; 16. Gear; 17. Connecting shaft; 18. Adjusting rod; 19. Connecting plate; 20. Third anchor rod; 21. Connecting frame; 22. Connecting rod; 23. Fixed rod; 24. Connecting pin; 25. Sliding rod; 26. Movable groove; 27. First bearing. DETAILED DESCRIPTION

[0017] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0018] Secondly, the term "one embodiment" or "embodiment" herein refers to a specific feature, structure, or characteristic that may be included in at least one implementation of the present invention. The phrase "in one embodiment" appearing in various places throughout this specification does not necessarily refer to the same embodiment, nor does it refer to a separate or selective embodiment that is mutually exclusive of other embodiments.

[0019] See also Figures 1 to 4As shown, the present invention provides a side support plate 1, a top support plate 2 is provided on the top of the side support plate 1, a first anchor rod 3 is inserted into the inner cavity of the side support plate 1, a second anchor rod 4 is inserted into the inner cavity of the top support plate 2, one side of the side support plate 1 is fixedly connected to a shell 11, one side of the top of the shell 11 is movably connected to a screw rod 12, the surface of the screw rod 12 is threadedly connected to a threaded sleeve 13, one side of the threaded sleeve 13 is fixedly connected to an adjustment frame 14, one side of the adjustment frame 14 is fixedly connected to a toothed plate 15, one side of the toothed plate 15 is meshed with a gear 16, and the gear The inner cavity of the wheel 16 is fixedly connected to the connecting shaft 17, and the front and rear sides of the surface of the connecting shaft 17 are fixedly connected to the adjusting rod 18, and one side of the adjusting rod 18 is fixedly connected to the connecting plate 19. The inner cavity of the connecting plate 19 is plugged with the third anchor rod 20, and the front and back sides of the side support plate 1 are fixedly connected to the connecting frame 21, and the connecting rod 22 is plugged into one side of the connecting frame 21. The inner cavities of the connecting frame 21 and the connecting rod 22 are both plugged with connecting pins 24, and the bottom of the connecting pin 24 is fixedly connected to the fixing rod 23, and one side of the fixing rod 23 is fixedly connected to the adjusting frame 14.

[0020] Both sides of the bottom of the top support plate 2 are fixedly connected with an insert plate 5, a fixing seat 6 is inserted into the surface of the insert plate 5, one side of the fixing seat 6 is fixedly connected to the side support plate 1, and the other side of the side support plate 1 is fixedly connected to a hollow block 7, and the right side of the inner cavity of the hollow block 7 is fixedly connected to a spring 9, one side of the spring 9 is fixedly connected to a rectangular plate 8, and one side of the rectangular plate 8 is fixedly connected to a pin 10, and one side of the pin 10 passes through the fixing seat 6 and the insert plate 5 in sequence and extends to the inner cavity of the insert plate 5.

[0021] The bottom of the screw rod 12 is movably connected to the housing 11 through a first bearing 27 , and the top of the screw rod 12 is fixedly connected to a rotating handle.

[0022] A sliding rod 25 is slidably connected to the inner cavity of the threaded sleeve 13 , and one side of the sliding rod 25 is fixedly connected to the housing 11 .

[0023] The front and back surfaces of the connecting shaft 17 are movably connected to the housing 11 via second bearings, and a movable groove 26 is formed on the inner side of the housing 11 .

[0024] A rectangular groove is formed on the top of the inner cavity of the housing 11 , and the inner cavity of the rectangular groove is slidably connected to the adjustment frame 14 .

[0025] A rectangular hole is formed on one side of the hollow block 7 , and the rectangular hole is adapted to fit the latch 10 .

[0026] A non-metallic underground mine support construction reinforcement method comprises the following steps: A. First, pull the latch 10, then place the top support plate 2 on top of the side support plate 1, and plug the plug plate 5 into the fixing seat 6. Then release the latch 10. At this time, the thrust of the spring 9 will drive the rectangular plate 8 to move, and the rectangular plate 8 will drive the latch 10 to move, so that the latch 10 and the plug plate 5 are plugged together, thus completing the connection work and making the side support plate 1 and the top support plate 2 connected stably. B. Subsequently, the distance between the front and rear side support plates 1 is adjusted according to the length of the connecting rod 22, and then the connecting rod 22 is plugged into the connecting frame 21. Then, the screw rod 12 is rotated, and the screw rod 12 drives the threaded sleeve 13 to move, and the threaded sleeve 13 drives the adjusting frame 14 to move, and the adjusting frame 14 drives the toothed plate 15 to move, and the toothed plate 15 drives the gear 16 to rotate, and the gear 16 drives the connecting shaft 17 to rotate, and the connecting shaft 17 drives the adjusting rod 18 to rotate, and the adjusting rod 18 drives the connecting plate 19 to rotate, so that the connecting plate 19 contacts the ground. At the same time, the adjusting frame 14 also drives the fixing rod 23 to move, and the fixing rod 23 drives the connecting pin 24 to move, so that the connecting pin 24 is plugged into the connecting rod 22, thereby limiting the connecting rod 22, and thus stably connecting the front and rear support structures, thereby achieving a coordinated force effect, and thus improving the support strength; C. Finally, use a drilling rig to drill holes in the installation positions of the first anchor rod 3, the second anchor rod 4 and the third anchor rod 20, inject resin anchoring agent after drilling, and then use the drilling rig to insert the first anchor rod 3, the second anchor rod 4 and the third anchor rod 20 into the corresponding installation positions in turn. After the resin anchoring agent solidifies, the first anchor rod 3, the second anchor rod 4 and the third anchor rod 20 can work stably, further improving the support effect.

[0027] It is important to note that the construction and arrangement of the present application, as illustrated in various exemplary embodiments, are illustrative only. Although only a few embodiments are described in detail in this disclosure, those reading this disclosure will readily appreciate that numerous modifications are possible (e.g., variations in the size, dimensions, structure, shape, and proportions of various components, as well as parameter values (e.g., temperature, pressure, etc.), mounting arrangements, use of materials, color, orientation, etc.) without materially departing from the novel teachings and advantages of the subject matter described herein. For example, components shown as integrally formed may be constructed from multiple parts or components, the positions of components may be inverted or otherwise altered, and the nature, number, or position of discrete components may be modified or changed. All such modifications are therefore intended to be encompassed within the scope of this invention. The order or sequence of any process or method steps may be altered or resequenced according to alternative embodiments. In the claims, any "means-plus-function" clause is intended to cover structures described herein that perform the recited function, and not only structural equivalents but also equivalent structures. Other substitutions, modifications, changes, and omissions may be made in the design, operating conditions, and arrangement of the exemplary embodiments without departing from the scope of this invention. Therefore, the invention is not limited to the specific embodiments, but extends to various modifications that still fall within the scope of the appended claims.

[0028] Additionally, in order to provide a concise description of exemplary embodiments, all features of an actual embodiment may not be described (i.e., those features that are not relevant to the best mode presently contemplated for carrying out the invention or those that are not relevant to implementing the invention).

[0029] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit the scope of protection of the present invention. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention may be modified or replaced by equivalents without departing from the essence and scope of the technical solutions of the present invention.

Claims

1. A non-metallic underground mine support construction reinforcement structure, comprising a side support plate (1), characterized in that: A top support plate (2) is provided on the top of the side support plate (1), a first anchor rod (3) is inserted into the inner cavity of the side support plate (1), a second anchor rod (4) is inserted into the inner cavity of the top support plate (2), one side of the side support plate (1) is fixedly connected to a housing (11), one side of the top of the housing (11) is movably connected to a screw rod (12), a surface of the screw rod (12) is threadedly connected to a threaded sleeve (13), one side of the threaded sleeve (13) is fixedly connected to an adjustment frame (14), one side of the adjustment frame (14) is fixedly connected to a toothed plate (15), one side of the toothed plate (15) is meshed with a gear (16), and the inner cavity of the gear (16) A connecting shaft (17) is fixedly connected, and an adjusting rod (18) is fixedly connected to the front and rear sides of the surface of the connecting shaft (17), and a connecting plate (19) is fixedly connected to one side of the adjusting rod (18), and a third anchor rod (20) is inserted into the inner cavity of the connecting plate (19). The front and back sides of the side support plate (1) are fixedly connected to a connecting frame (21), and a connecting rod (22) is inserted into one side of the connecting frame (21). Connecting pins (24) are inserted into the inner cavities of the connecting frame (21) and the connecting rod (22), and a fixing rod (23) is fixedly connected to the bottom of the connecting pin (24), and one side of the fixing rod (23) is fixedly connected to the adjusting frame (14).

2. The non-metallic underground mine support construction reinforcement structure according to claim 1, characterized in that: Both sides of the bottom of the top support plate (2) are fixedly connected to the plug plate (5), the surface of the plug plate (5) is plugged with a fixing seat (6), one side of the fixing seat (6) is fixedly connected to the side support plate (1), the other side of the side support plate (1) is fixedly connected to the hollow block (7), the right side of the inner cavity of the hollow block (7) is fixedly connected to the spring (9), one side of the spring (9) is fixedly connected to the rectangular plate (8), one side of the rectangular plate (8) is fixedly connected to the latch (10), one side of the latch (10) passes through the fixing seat (6) and the plug plate (5) in sequence and extends to the inner cavity of the plug plate (5).

3. The non-metallic underground mine support construction reinforcement structure according to claim 1, characterized in that: The bottom of the screw rod (12) is movably connected to the housing (11) via a first bearing (27), and the top of the screw rod (12) is fixedly connected to a rotating handle.

4. The non-metallic underground mine support construction reinforcement structure according to claim 1, characterized in that: The inner cavity of the threaded sleeve (13) is slidably connected to a sliding rod (25), and one side of the sliding rod (25) is fixedly connected to the housing (11).

5. The non-metallic underground mine support construction reinforcement structure according to claim 1, characterized in that: The front and back sides of the connecting shaft (17) are movably connected to the housing (11) via a second bearing, and a movable groove (26) is provided on the inner side of the housing (11).

6. The non-metallic underground mine support construction reinforcement structure according to claim 1, characterized in that: A rectangular groove is provided at the top of the inner cavity of the shell (11), and the inner cavity of the rectangular groove is slidably connected to the adjustment frame (14).

7. The non-metallic underground mine support construction reinforcement structure according to claim 2, characterized in that: A rectangular hole is provided on one side of the hollow block (7), and the rectangular hole is adapted to fit the latch (10).

8. A non-metallic underground mine support construction reinforcement method, characterized by: The following steps are involved: A. First, pull the latch (10), then place the top support plate (2) on top of the side support plate (1), and make the plug plate (5) plug into the fixing seat (6), and then release the latch (10). At this time, the thrust of the spring (9) will drive the rectangular plate (8) to move, and the rectangular plate (8) will drive the latch (10) to move, so that the latch (10) plugs into the plug plate (5), thereby completing the connection work and making the side support plate (1) and the top support plate (2) stably connected; B. Then, according to the length of the connecting rod (22), adjust the distance between the front and rear side support plates (1), then plug the connecting rod (22) into the connecting frame (21), and then rotate the screw rod (12), the screw rod (12) drives the threaded sleeve (13) to move, the threaded sleeve (13) drives the adjustment frame (14) to move, the adjustment frame (14) drives the tooth plate (15) to move, the tooth plate (15) drives the gear (16) to rotate, the gear (16) drives the connecting shaft (17) to rotate, and the connecting shaft ( 17) drives the adjusting rod (18) to rotate, and the adjusting rod (18) drives the connecting plate (19) to rotate, so that the connecting plate (19) contacts the ground. At the same time, the adjusting frame (14) also drives the fixing rod (23) to move, and the fixing rod (23) drives the connecting pin (24) to move, so that the connecting pin (24) and the connecting rod (22) are plugged, thereby limiting the connecting rod (22), thereby making the front and rear support structures stably connected, thereby achieving a coordinated force effect, thereby improving the support strength; C. Finally, holes are drilled at the installation positions of the first anchor rod (3), the second anchor rod (4) and the third anchor rod (20) by using a drilling rig, and resin anchoring agent is injected after drilling. Then, the first anchor rod (3), the second anchor rod (4) and the third anchor rod (20) are inserted into the corresponding installation positions in sequence by using the drilling rig. After the resin anchoring agent solidifies, the first anchor rod (3), the second anchor rod (4) and the third anchor rod (20) can work stably, further improving the support effect.

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