Retaining wall structure for mine slope treatment

Abstract

The utility model discloses a retaining wall structure for mine slope treatment, which comprises a base and a support wall, the top of the base is provided with a retaining assembly, the retaining assembly comprises a retaining wall and a support plate, the support plate is provided with a sliding assembly, the sliding assembly comprises a sleeve and a sliding rod, the sliding rod is provided with a locking assembly, and the locking assembly is connected with the sleeve. The retaining wall structure comprises a retaining wall and a locking assembly, the locking assembly comprises a clamping groove and a clamping pin, the base is provided with a guide assembly, the guide assembly comprises a guide plate and a connecting plate, and the bottom of the retaining wall is provided with a moving assembly. And the rotating rollers in the guide grooves can roll at the tops of the guide plates, clamping pins are clamped into the inner sides of clamping openings under the elastic force of second springs, the moving retaining wall can be rapidly reset, follow-up soil retaining operation is facilitated, and the device is suitable for being used for soil retaining operation of mine slope treatment.

Description

Technical Field

[0001] The utility model relates to the technical field of retaining wall equipment for slope management, in particular to a retaining wall structure for mine slope management. Background Art

[0002] When carrying out mine management work, in order to prevent the soil and rocks on the mine from rolling down to the roads, green plants, rivers and other locations at the foot of the mountain, it is often necessary to use retaining wall equipment to prevent the soil and rocks from rolling down. The utility model patent with patent application number CN201721363158.0 discloses a high slope frame retaining wall. After the reinforcement column is inserted into the slope, a reinforcement plate and an inclined plate fixed on the slope are provided. There is also a connecting frame between the reinforcement columns, which all have the effect of stabilizing the reinforcement column and increasing the overall anti-overturning and anti-slip capabilities of the retaining wall. According to the technical solution disclosed therein, when the existing retaining wall equipment for slope management is used, on the one hand, when large pieces of stone roll down or the amount of soil and rocks rolling down is large, it is easy to generate a large impact force on the retaining wall, which is not conducive to ensuring the safety of the retaining wall. On the other hand, when the retaining wall moves due to blocking the rolling soil and rocks, it is often impossible to quickly restore the retaining wall, which is not conducive to subsequent retaining operations.

[0003] Therefore, how to design a retaining wall structure for mine slope management has become our current problem to be solved. Utility Model Content

[0004] In view of the shortcomings of the existing technology, the purpose of this utility model is to provide a retaining wall structure for mine slope management to solve the problems raised in the above-mentioned background technology. The utility model has a reasonable design and is relatively convenient to use, and is suitable for use in retaining operations for mine slope management.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a retaining wall structure for mine slope management, comprising a base and a support wall, a retaining assembly installed on the top of the base, the retaining assembly comprising a retaining wall and a support plate, a sliding assembly installed on the support plate, the sliding assembly comprising a sleeve and a slide rod, a locking assembly installed on the slide rod, the locking assembly comprising a slot and a pin, a guide assembly installed on the base, the guide assembly comprising a guide plate and a connecting plate, a moving assembly installed on the bottom of the retaining wall, the moving assembly comprising a guide groove and a roller.

[0006] Furthermore, the supporting wall is integrally formed on the top of one side of the base, and the bottom of the retaining wall is clamped on the top of the other side of the base.

[0007] Furthermore, the support plates are respectively installed on the inner sides of the support wall and the retaining wall, one end of the sleeve is welded to the inner side of the support plate in the support wall, and the other end of the sleeve passes through the support wall and extends to the outer side of the support wall.

[0008] Furthermore, one end of the sliding rod is clamped on the inner side of the sleeve, and the other end of the sliding rod passes through the retaining wall and is welded to the support plate. The sliding rod is connected to the inner wall of the sleeve through a spring.

[0009] Furthermore, a bayonet is provided on the inner wall of the other end of the sleeve, and the bayonet is provided on the inner side of one end of the slide rod.

[0010] Furthermore, one end of the bayonet is connected to the inner wall of the slot via spring 2, and the other end of the bayonet passes through the slot and extends to the inner side of the bayonet port.

[0011] Furthermore, the guide plate is integrally formed on the top of the base, and the connecting plate is integrally formed on one end of the guide plate, and the height of the guide plate is higher than that of the connecting plate.

[0012] Furthermore, the guide groove is opened at the bottom of the retaining wall, the roller is installed on the inner side of the guide groove, the height of the bottom of the roller is equal to the height of the guide plate, and the guide groove is sleeved on the outer side of the guide plate and the connecting plate.

[0013] Beneficial effects: 1. When the retaining wall structure for mine slope management is in use, when a large amount of soil and rocks roll down from the mine, the soil and rocks roll to the right side of the retaining wall and generate a large impact force on the retaining wall, causing the retaining wall to generate a large impact force on the slide rod through the support plate, and then the slide rod drives the pin to squeeze the bayonet, and the pin is squeezed by the bayonet and pushed to the inside of the slot, and then the retaining wall drives the slide rod to move to the left, and the slide rod compression spring moves on the inside of the sleeve, which can effectively buffer the impact force of the rolling soil and rocks, reduce the impact force on the retaining wall, and ensure the working safety of the retaining wall. At the same time, the soil and rocks that cross the retaining wall are blocked again by the support wall, thereby improving the blocking effect on soil and rocks.

[0014] 2. After completing the retaining operation of the retaining wall structure for slope management in the mine, the personnel will clean up the soil and rocks, and then push the retaining wall to the right on the top of the base. The roller in the guide groove can roll on the top of the guide plate, saving the working energy consumption of personnel and equipment until the roller moves to the top of the connecting plate. The pin on the slide rod is locked into the inner side of the bayonet under the elastic force of spring 2 to fix the retaining wall. The moving retaining wall can be quickly reset for subsequent retaining operations.

[0015] 3. The retaining wall structure for mine slope management is reasonably designed and is more efficient and convenient to use. It is suitable for retaining operations in mine slope management. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is a schematic structural diagram of a retaining wall structure for mine slope management according to the present utility model;

[0017] Figure 2This is a cross-sectional view of a retaining wall structure for mine slope management according to the utility model;

[0018] Figure 3 This is a schematic structural diagram of a sleeve of a retaining wall structure for mine slope management according to the present invention;

[0019] Figure 4 This is a structural schematic diagram of a guide plate of a retaining wall structure for mine slope management according to the present invention;

[0020] In the figure: 1. Base; 2. Support wall; 3. Retaining wall; 4. Sleeve; 5. Sliding rod; 6. Spring 1; 7. Support plate; 8. Bayonet; 9. Slot; 10. Bayonet pin; 11. Spring 2; 12. Guide plate; 13. Connecting plate; 14. Guide slot; 15. Roller. DETAILED DESCRIPTION

[0021] 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 embodiments described 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.

[0022] See also Figures 1 to 3 The utility model provides a technical solution: a retaining wall structure for mine slope management, including a base 1 and a support wall 2, a retaining assembly is installed on the top of the base 1, the retaining assembly includes a retaining wall 3 and a support plate 7, a sliding assembly is installed on the support plate 7, the sliding assembly includes a sleeve 4 and a slide rod 5, the slide rod 5 is installed on the slide rod 5, the locking assembly includes a card slot 9 and a bayonet 10, the base 1 is installed with a guide assembly, the guide assembly includes a guide plate 12 and a connecting plate 13, the bottom of the retaining wall 3 is installed with a moving assembly, the moving assembly includes a guide groove 14 and a roller 15, the guide plate 12 is integrally formed at the top of the base 1, the connecting plate 13 is integrally formed at one end of the guide plate 12, the height of the guide plate 12 The guide groove 14 is higher than the height of the connecting plate 13, and the guide groove 14 is opened at the bottom of the retaining wall 3. The roller 15 is installed on the inner side of the guide groove 14. The height of the bottom of the roller 15 is equal to the height of the guide plate 12. The guide groove 14 is sleeved on the outside of the guide plate 12 and the connecting plate 13. After completing the retaining operation, the personnel will clean up the soil and rocks, and then push the retaining wall 3 to the right on the top of the base 1. The roller 15 in the guide groove 14 can roll on the top of the guide plate 12, saving the working energy consumption of personnel and equipment, until the roller 15 moves to the top of the connecting plate 13, the pin 10 on the slide rod 5 is locked into the inner side of the bayonet 8 under the elastic force of the spring 2 11, fixes the retaining wall 3, and can quickly reset the moving retaining wall 3 for subsequent retaining operations.

[0023] In this embodiment, the support wall 2 is integrally formed at the top of one side of the base 1, and the bottom of the retaining wall 3 is clamped at the top of the other side of the base 1. The support plates 7 are respectively installed on the inner sides of the support walls 2 and the retaining walls 3. One end of the sleeve 4 is welded to the inner side of the support plate 7 in the support wall 2, and the other end of the sleeve 4 passes through the support wall 2 and extends to the outside of the support wall 2. One end of the slide rod 5 is clamped on the inner side of the sleeve 4, and the other end of the slide rod 5 passes through the retaining wall 3 and is welded to the support plate 7. The slide rod 5 is connected to the inner wall of the sleeve 4 through a spring 16. A bayonet 8 is provided on the inner wall of the other end of the sleeve 4. The slot 9 is provided on the inner side of one end of the slide rod 5. One end of the bayonet 10 is connected to the inner wall of the slot 9 through a spring 21. The bayonet 10 When the jack is in the air, the jack 5 is pushed back to the left by the support plate 7, so that the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5 can move forward and backward, and the jack 5

[0024] When the retaining wall structure for mine slope management is in use, when a large amount of soil and rocks roll down from the mine, the soil and rocks roll down to the right side of the retaining wall 3 and generate a large impact force on the retaining wall 3, so that the retaining wall 3 generates a large impact force on the slide rod 5 through the support plate 7, and then the slide rod 5 drives the latch pin 10 to squeeze the latch mouth 8, and the latch pin 10 is squeezed by the latch mouth 8 and pushed to the inside of the latch groove 9, so that the retaining wall 3 drives the slide rod 5 to move to the left, and the slide rod 5 compresses the spring 6 to move inside the sleeve 4, which can effectively buffer the impact force of the rolling soil and rocks, reduce the impact force on the retaining wall 3, and ensure The work of retaining wall 3 is safe, and the soil and rocks that pass over retaining wall 3 are blocked again by supporting wall 2, which improves the blocking effect of soil and rocks. After completing the retaining operation, the personnel clean up the soil and rocks, and then push the retaining wall 3 to the right on the top of the base 1. The roller 15 in the guide groove 14 can roll on the top of the guide plate 12, saving the working energy consumption of personnel and equipment, until the roller 15 moves to the top of the connecting plate 13, the pin 10 on the slide rod 5 is locked into the inner side of the bayonet 8 under the elastic force of spring 2 11, fixing the retaining wall 3, and being able to quickly reset the moving retaining wall 3 for subsequent retaining operations.

[0025] In addition, it should be understood that although this specification is described in terms of implementation methods, not every implementation method contains only one independent technical solution. This narrative method of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment can also be appropriately combined to form other implementation methods that can be understood by those skilled in the art.

Claims

1. A retaining wall structure for mine slope management, comprising a base (1) and a supporting wall (2), characterized in that: A retaining assembly is installed on the top of the base (1), and the retaining assembly includes a retaining wall (3) and a support plate (7). A sliding assembly is installed on the support plate (7), and the sliding assembly includes a sleeve (4) and a slide rod (5). A locking assembly is installed on the slide rod (5), and the locking assembly includes a slot (9) and a latch (10). A guide assembly is installed on the base (1), and the guide assembly includes a guide plate (12) and a connecting plate (13). A moving assembly is installed on the bottom of the retaining wall (3), and the moving assembly includes a guide groove (14) and a roller (15).

2. A retaining wall structure for mine slope management according to claim 1, characterized in that: The supporting wall (2) is integrally formed on the top of one side of the base (1), and the bottom of the retaining wall (3) is clamped on the top of the other side of the base (1).

3. A retaining wall structure for mine slope management according to claim 2, characterized in that: The support plates (7) are respectively installed on the inner sides of the support wall (2) and the retaining wall (3); one end of the sleeve (4) is welded to the inner side of the support plate (7) in the support wall (2); and the other end of the sleeve (4) passes through the support wall (2) and extends to the outer side of the support wall (2).

4. A retaining wall structure for mine slope management according to claim 3, characterized in that: One end of the slide rod (5) is clamped on the inner side of the sleeve (4), and the other end of the slide rod (5) passes through the retaining wall (3) and is welded to the support plate (7). The slide rod (5) is connected to the inner wall of the sleeve (4) through a spring (6).

5. The retaining wall structure for mine slope management according to claim 1, characterized in that: A bayonet (8) is provided on the inner wall of the other end of the sleeve (4), and the bayonet groove (9) is provided on the inner side of one end of the slide rod (5).

6. The retaining wall structure for mine slope management according to claim 5, characterized in that: One end of the bayonet pin (10) is connected to the inner wall of the bayonet slot (9) via a second spring (11), and the other end of the bayonet pin (10) passes through the bayonet slot (9) and extends to the inner side of the bayonet port (8).

7. The retaining wall structure for mine slope management according to claim 6, characterized in that: The guide plate (12) is integrally formed on the top of the base (1), and the connecting plate (13) is integrally formed on one end of the guide plate (12). The height of the guide plate (12) is higher than that of the connecting plate (13).

8. The retaining wall structure for mine slope management according to claim 7, characterized in that: The guide groove (14) is opened at the bottom of the retaining wall (3), the roller (15) is installed on the inner side of the guide groove (14), the height of the bottom of the roller (15) is equal to the height of the guide plate (12), and the guide groove (14) is sleeved on the outer side of the guide plate (12) and the connecting plate (13).

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