Waste slag rock-soil body reinforcing structure

Abstract

The utility model relates to the technical field of rock and soil foundation reinforcement, and discloses a waste slag rock and soil body reinforcement structure which comprises a reinforcement plate and an anchoring mechanism, the anchoring mechanism comprises a fixing plate, a first anchor rod and a second anchor rod, a first through hole and a second through hole are formed in the reinforcement plate, a breakthrough assembly is arranged in the second anchor rod, and the first anchor rod and the second anchor rod are connected. A cavity is formed in the second anchor rod in the axial direction, a plurality of through grooves are evenly formed in the surface of the second anchor rod, each through groove communicates with the cavity, a breakthrough plate is movably connected into each through groove, and in the first state, all the breakthrough plates do not protrude out of the surface of the second anchor rod; in the second state, all the breakthrough plates protrude out of the surface of the second anchor rod; a reinforcing assembly is arranged in the cavity and can drive the breakthrough plate to be converted from the first state to the second state. The problems that in the prior art, the surface of an anchor rod is smooth, the fixing effect of the anchor rod and soil is poor, a reinforcing structure is prone to displacement under washing of rainwater, and the rock-soil body reinforcing effect is affected are solved.

Description

Technical Field

[0001] This utility model relates to the field of rock and soil foundation reinforcement technology, specifically to a reinforcement structure for waste rock and soil. Background Technology

[0002] With social development and in order to improve citizens' living standards, the country is paying increasing attention to infrastructure construction. Among infrastructure, road construction is fundamental. However, in areas with complex geographical environments, such as spoil heap slopes, spoil heap slopes are often loosely structured, have high porosity, poor stability, and are prone to geological disasters such as landslides. In order to enhance the stability of spoil heap slopes, prevent the possibility of landslides and collapses, and protect people's lives and property, the government has been increasing its investment in slope reinforcement in recent years. Planting vegetation on slopes is a commonly used method of ecological restoration and slope reinforcement. The existing method of planting vegetation on slopes generally involves laying a mesh grid on the slope and planting plants within the grid. The mesh grid can provide support for plant growth, helping plants grow on steep slopes, increasing soil coverage and green area, reducing soil erosion, and protecting the ecological environment.

[0003] In the existing technology, after the mesh grid is laid on the slope, it needs to be fixed with anchor rods. The existing anchor rods have relatively smooth surfaces, which result in poor fixing effect with the soil. They are also prone to displacement under the erosion of rainwater, which affects the fixing effect of the mesh grid. Utility Model Content

[0004] The purpose of this utility model is to provide a reinforcement structure for waste rock and soil, in order to solve the problems in the existing technology where the anchor surface is relatively smooth, the fixing effect with the soil is poor, and the reinforcement structure is prone to displacement under the erosion of rainwater, thus affecting the reinforcement effect of the rock and soil.

[0005] To achieve the above objectives, the technical solution adopted by this utility model is as follows:

[0006] A reinforcement structure for waste rock and soil includes a reinforcement plate and an anchoring mechanism. The anchoring mechanism includes a fixing plate and a first anchor rod and a second anchor rod fixedly installed at both ends of the bottom of the fixing plate. The reinforcement plate has a first through hole for the first anchor rod to pass through and a second through hole for the second anchor rod to pass through. A breakthrough component is provided inside the second anchor rod. A cavity is provided axially inside the second anchor rod. A plurality of through slots are uniformly opened on the surface of the second anchor rod. Each through slot communicates with the cavity. A breakthrough plate is movably connected in each through slot. In a first state, none of the breakthrough plates protrude from the surface of the second anchor rod. In a second state, each breakthrough plate protrudes from the surface of the second anchor rod. The reinforcement component is provided in the cavity. The reinforcement component can drive the breakthrough plate to change from the first state to the second state.

[0007] By setting up the above structure, the reinforcement plate is laid on the slope. The first anchor rod and the second anchor rod pass through the first through hole and the second through hole respectively and are inserted into the soil. The fixing plate is close to the reinforcement plate to position the reinforcement plate. Then, the reinforcement component makes the breakthrough plate protrude from the surface of the second anchor rod and abut against the soil, so that the anchoring mechanism is more firmly fixed to the soil and prevents the reinforcement plate from shifting due to rain erosion or other reasons.

[0008] Furthermore, a fixing rod is fixedly installed between the side walls of the through groove, and one end of the breakthrough plate is rotatably mounted on the fixing rod, so that the other end of the breakthrough plate can rotate along the side wall of the through groove. The reinforcement component includes a screw and a conical block. The axis of the screw is collinear with the axis of the second anchor rod. One end of the screw is located in the cavity, and the other end passes through the second anchor rod and the fixing plate in sequence, and protrudes outside the second anchor rod. The screw and the fixing plate are threaded together. The conical block is fixedly sleeved on the screw. The conical block is located in the cavity and is slidably connected to the cavity. The surface of the breakthrough plate facing the cavity is set as a pressing slope, and the outer surface of the conical block is adapted to the pressing slope of the breakthrough plate.

[0009] By setting up the above structure, the screw is turned and the screw drives the conical block to rotate while moving along the axial direction of the second anchor rod. This causes the conical block to squeeze the squeezing slope of the breakthrough plate. Under the squeezing action of the conical block, the breakthrough plate rotates to the outside of the second anchor rod and finally protrudes from the surface of the second anchor rod and abuts against the soil, increasing the connection stability between the second anchor rod and the soil.

[0010] Furthermore, a torsion spring is fitted onto the fixing rod, and the middle part of the torsion spring is embedded in the breakthrough plate, so that the end of the breakthrough plate away from the fixing rod tends to rotate into the cavity.

[0011] By setting the above structure, under the action of the torsion spring, the breakthrough plate is in a normally closed state in the through groove. This structural design ensures that the breakthrough plate will not affect the surface smoothness of the second anchor rod, and the second anchor rod can be smoothly inserted into the soil.

[0012] Furthermore, a limiting groove is formed on the inner side of the end of the breakthrough plate away from the fixed rod, and a stop block is fixedly provided on the side wall of the through groove for abutting against the side wall of the limiting groove.

[0013] By setting the above structure, the maximum angle of inward rotation of the breakthrough plate can be limited, so that the extrusion slope of the breakthrough plate always remains in a state of easy engagement with the conical block, while avoiding interference between the end of the breakthrough plate away from the fixed rod and the conical block or screw when it is completely located in the cavity.

[0014] Furthermore, a nut is fixedly connected to one end of the screw that protrudes outside the second anchor rod.

[0015] By setting up the above structure, it is convenient for staff to use auxiliary tools to rotate the screw.

[0016] Furthermore, multiple second through holes are provided at intervals along the circumference of the first through hole.

[0017] By setting up the above structure, the anchoring mechanism can position the reinforcement plate from multiple angles, increasing the flexibility of the anchoring mechanism and meeting the needs of complex slope environments.

[0018] Furthermore, there are two anchoring mechanisms, which are distributed at the left and right ends of the reinforcing plate.

[0019] By setting up the above structure, the anchoring mechanism can more securely connect the reinforcement plate to the soil.

[0020] Furthermore, the reinforcing plate has a first connecting component at one end and a second connecting component at the other end for splicing with the first connecting component.

[0021] By setting up the above structure, it is possible to form a joint between two adjacent reinforcing plates, thereby increasing the overall reinforcement effect of the waste rock and soil.

[0022] Furthermore, the first connecting component includes a plurality of first connecting blocks installed side by side, each first connecting block having an assembly ramp with a slot. The second connecting component includes a transmission component and a plurality of second connecting blocks, each second connecting block corresponding to a first connecting block. One end of each second connecting block is hinged to the transmission component, and the outer surface of the other end is adapted to the assembly ramp of the first connecting block. A slot is fixedly installed at the end of the second connecting block away from the transmission component, and the other end of the transmission component is hinged to a reinforcing plate.

[0023] By setting the above structure, multiple second connecting blocks on the reinforcement plate can be snapped together with multiple first connecting blocks on adjacent reinforcement plates. The structure is simple, the connection is stable, and the first and second connecting blocks are easy and quick to install and remove, making it highly practical. At the same time, the second connecting blocks are movably installed on the reinforcement plate through the connectors, increasing the flexibility of the second connecting blocks. On slopes, there may be situations where two adjacent reinforcement plates cannot be aligned, and the above structural design can solve this problem.

[0024] Furthermore, several perforations are made in the reinforcing plate.

[0025] By setting up the above structure, plants can be planted in the perforations. The perforations can provide support for plant growth, help plants grow on steep slopes, increase soil coverage and green area, reduce soil erosion and protect the ecological environment.

[0026] The beneficial effects of this utility model are:

[0027] By setting up a reinforcement plate and anchoring structure, the reinforcement plate is laid on the slope. The first and second anchor rods pass through the first and second through holes respectively and are inserted into the soil. The fixing plate is closely attached to the reinforcement plate to position the reinforcement plate. Then, the reinforcement component makes the breakthrough plate protrude from the surface of the second anchor rod and abut against the soil, making the anchoring mechanism more firmly fixed to the soil, preventing the reinforcement plate from shifting due to rainwater erosion, increasing the overall stability of the rock and soil mass, and preventing instability and failure. Attached Figure Description

[0028] Figure 1 This is a schematic diagram of the overall structure of a waste rock and soil reinforcement structure according to the present invention;

[0029] Figure 2 This is a schematic diagram of the reinforcing plate in a waste rock and soil reinforcement structure according to the present invention;

[0030] Figure 3 This is a schematic diagram of the anchoring mechanism in a waste rock and soil reinforcement structure according to the present invention;

[0031] Figure 4 This is a partial structural diagram of the second anchor rod in a waste rock and soil reinforcement structure according to the present invention;

[0032] Figure 5 This is a partial cross-sectional view of the second anchor rod in a waste rock and soil reinforcement structure according to this utility model;

[0033] Figure 6 This is a schematic diagram of the breakthrough plate in the actual construction of a waste rock and soil reinforcement structure according to this utility model;

[0034] Figure 7 This is a schematic diagram of the structure of the first connecting block and the second connecting block splicing in the present invention, which is a reinforcement structure for waste rock and soil.

[0035] Among them, there are: reinforcing plate 1, fixing plate 2, first anchor rod 3, second anchor rod 4, breakthrough plate 5, through groove 6, fixing rod 7, torsion spring 8, limiting groove 9, stop block 10, screw rod 11, nut 12, first through hole 13, second through hole 14, extrusion slope 15, conical block 16, cavity 17, first connecting block 18, second connecting block 19, assembly slope 20, slot 21, transmission component 22, locking block 23, and perforation 24. Detailed Implementation

[0036] The embodiments of this utility model will be described below with reference to the accompanying drawings and preferred embodiments. Those skilled in the art can easily understand other advantages and effects of this utility model from the content disclosed in this specification. This utility model can also be implemented or applied through other different specific embodiments, and various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of this utility model. It should be understood that the preferred embodiments are only for illustrating this utility model and not for limiting the scope of protection of this utility model.

[0037] It should be noted that the illustrations provided in the following embodiments are only schematic representations of the basic concept of the present invention. Therefore, the drawings only show the components related to the present invention and are not drawn according to the number, shape and size of the components in actual implementation. In actual implementation, the form, quantity and proportion of each component can be arbitrarily changed, and the layout of the components may also be more complex.

[0038] This embodiment proposes a reinforcement structure for waste rock and soil, such as Figures 1 to 7 As shown, the device includes a reinforcing plate 1 and an anchoring mechanism. The anchoring mechanism includes a fixing plate 2 and a first anchor rod 3 and a second anchor rod 4 vertically fixed at both ends of the bottom of the fixing plate 2. The reinforcing plate 1 has a first through hole 13 for the first anchor rod 3 to pass through and a second through hole 14 for the second anchor rod 4 to pass through. In this embodiment, a first through hole 13 is opened at the left and right ends of the middle part of the reinforcing plate 1, and three second through holes 14 are equally spaced around the first through holes 13 in the middle part of the reinforcing plate 1. In this embodiment, there are two anchoring mechanisms, one at the left end and one at the right end of the reinforcing plate 1. With this structural design, when reinforcing the waste rock and soil, the anchoring mechanism can flexibly select the insertion position of the second anchor rod 4 according to the site environment, which increases the flexibility of the anchoring mechanism. At the same time, the two anchoring mechanisms can more firmly connect the reinforcing plate 1 to the soil. The reinforcement plate 1 has several perforations 24, which can be used to plant plants. The perforations 24 can provide support for plant growth, help plants grow on steep slopes, increase soil coverage and green area, reduce soil erosion and protect the ecological environment.

[0039] The second anchor rod 4 is equipped with a breakthrough component. A cavity 17 is provided axially inside the second anchor rod 4. Several through slots 6 are evenly distributed on the surface of the second anchor rod 4, each slot 6 communicating with the cavity 17. A breakthrough plate 5 is movably connected to each through slot 6. In a first state, none of the breakthrough plates 5 protrude from the surface of the second anchor rod 4; in a second state, each breakthrough plate 5 protrudes from the surface of the second anchor rod 4. A reinforcement component is provided within the cavity 17, which can drive the breakthrough plates 5 from the first state to the second state, causing the breakthrough plates 5 to contact the soil and increasing the connection stability between the second anchor rod 4 and the soil. In this embodiment, three sets of through slots are evenly spaced along the axial direction of the second anchor rod 4, each set including three through slots 6 evenly distributed circumferentially along the second anchor rod 4.

[0040] In one possible implementation, a fixing rod 7 is fixedly installed between the side walls of the through groove 6. One end of the breakthrough plate 5 is rotatably mounted on the fixing rod 7, allowing the other end of the breakthrough plate 5 to rotate along the side wall of the through groove 6. That is, the breakthrough plate 5 can rotate into the cavity 17 or rotate to protrude beyond the second anchor rod 4. The reinforcement assembly includes a lead screw and a conical block 16. The axis of the lead screw is collinear with the axis of the second anchor rod 4. One end of the lead screw is located inside the cavity 17 and rotatably connected to the side wall of the cavity 17. The other end passes through the second anchor rod 4 and the fixing plate 2 in sequence and protrudes beyond the second anchor rod 4. The lead screw is rotatably connected to the fixing plate 2 and the second anchor rod 4. The conical block 16 is sleeved on the lead screw and threadedly connected to the lead screw. The conical block 16 is frustum-shaped and is located inside the cavity 17 and slidably connected to the cavity 17. Specifically, on the side wall of the cavity 17, each sliding groove assembly... Three sliding grooves are provided between two adjacent through grooves 6, extending axially along the second anchor rod 4. A sliding lug is provided for each of the three sliding grooves on the conical block 16, slidingly embedded within each groove. These three sliding lugs limit the rotation of the conical block 16, allowing it to move only axially along the second anchor rod. Three conical blocks 16 are provided for each of the three through groove groups. The surface of the breakthrough plate 5 facing the cavity 17 is designed as a compression slope 15, and the outer surface of the conical block 16 is adapted to the compression slope 15 of the breakthrough plate 5. With this structural design, by turning the screw, the conical block 16 moves axially along the second anchor rod 4, compressing the compression slope 15 of the breakthrough plate 5. Under the compression of the conical block 16, the breakthrough plate 5 rotates outwards from the second anchor rod 4, eventually protruding from the surface of the second anchor rod 4 and contacting the soil, increasing the connection stability between the second anchor rod 4 and the soil, and enhancing the reinforcement effect between the reinforcement plate 1 and the soil mass.

[0041] In this embodiment, a fixing rod 7 is fixedly installed between the side walls of the through groove 6, and one end of the breakthrough plate 5 is rotatably installed on the fixing rod 7, so that the other end of the breakthrough plate 5 can rotate along the side wall of the through groove 6, that is, the breakthrough plate 5 can rotate into the cavity 17 or rotate to protrude out of the second anchor rod 4. The reinforcement assembly includes a screw 11 and a conical block 16. The axis of the screw 11 is collinear with the axis of the second anchor rod 4. One end of the screw 11 is located in the cavity 17 and slides in fit with the cavity 17. The other end passes through the second anchor rod 4 and the fixing plate 2 in sequence and protrudes out of the second anchor rod 4. The screw 11 and the fixing plate 2, and the screw 11 and the second anchor rod 4 are all threaded. The conical block 16 is fixedly sleeved on the screw 11. The conical block 16 is frustum-shaped and is located in the cavity 17 and slides in fit with the cavity 17. The conical block 16 is provided with three corresponding to the three sets of through slots. The surface of the breakthrough plate 5 facing the cavity 17 is set as a pressing slope 15. The outer surface of the conical block 16 is adapted to the pressing slope 15 of the breakthrough plate 5. In this embodiment, by screwing the screw 11, the screw 11 drives the conical block 16 to rotate while moving axially along the second anchor rod 4. This causes the conical block 16 to press against the pressing slope 15 of the breakthrough plate 5. Under the pressing action of the conical block 16, the breakthrough plate 5 rotates outward from the second anchor rod 4, eventually protruding from the surface of the second anchor rod 4 and contacting the protruding soil. This increases the connection stability between the second anchor rod 4 and the soil, and enhances the reinforcement effect between the reinforcement plate 1 and the soil mass. Compared with the above embodiment, this embodiment increases the wear of the conical block 16 and the breakthrough plate 5, but reduces the overall structural complexity.

[0042] A torsion spring 8 is fitted onto the fixed rod 7, with its center embedded within the breakthrough plate 5, causing the end of the breakthrough plate 5 away from the fixed rod 7 to tend to rotate towards the cavity 17. A limiting groove 9 is formed on the inner side of the end of the breakthrough plate 5 away from the fixed rod 7, and a stop block 10 is fixedly provided on the side wall of the through groove 6 to abut against the side wall of the limiting groove 9. In this embodiment, under the action of the torsion spring 8, the breakthrough plate 5 is in a normally closed state within the through groove 6, and the breakthrough plate 5 does not protrude from the surface of the second anchor rod 4, allowing the second anchor rod 4 to be smoothly inserted into the soil. The cooperation between the limiting groove 9 and the stop block 10 can limit the maximum angle of rotation of the breakthrough plate 5 towards the inner side of the second anchor rod 4, ensuring that the extrusion slope 15 of the breakthrough plate 5 always remains in a state of easy engagement with the conical block 16, while preventing the end of the breakthrough plate 5 away from the fixed rod 7 from being completely located within the cavity 17 and interfering with the conical block 16 or the screw 11.

[0043] In practice, a cross hole can be made on the end face of the screw 11 that protrudes from the second anchor rod 4. Using tools such as an electric screwdriver to insert into the cross hole can drive the screw 11 to rotate. In this embodiment, a nut 12 is fixedly connected to the end of the screw 11 that protrudes from the second anchor rod 4. The nut 12 is a hexagonal bolt cap, which can be used to quickly and efficiently tighten the screw 11 with auxiliary tools such as a wrench or electric screwdriver.

[0044] One end of the reinforcing plate 1 is provided with a first connecting component, and the other end is provided with a second connecting component for splicing with the first connecting component. The first connecting component includes four first connecting blocks 18 installed side by side along the width direction of the reinforcing plate 1. The first connecting blocks 18 are provided with splicing inclined surfaces 20, and the splicing inclined surfaces 20 are provided with inwardly recessed slots 21. The second connecting component includes a transmission component 22 and four second connecting blocks 19. The second connecting blocks 19 correspond one-to-one with the first connecting blocks 18. One end of the second connecting block 19 is hinged to the transmission component 22, and the outer surface of the other end is adapted to the splicing inclined surface 20 of the first connecting block 18. A locking block 23 is fixedly installed on the end of the second connecting block 19 away from the transmission component 22, and the other end of the transmission component 22 is hinged to the reinforcing plate 1. In this embodiment, the second connecting blocks 19 on the reinforcing plate 1 can be snapped onto the first connecting blocks 18 on adjacent reinforcing plates 1, so that a splice is formed between two adjacent reinforcing plates 1, thereby increasing the overall reinforcement effect of the reinforcing structure on the waste rock and soil.

[0045] Working principle:

[0046] First, the first reinforcement plate 1 is laid on the soil and rock slope. Then, according to the site environment, the second through hole 14 into which the second anchor 4 is inserted is selected. In its natural state, the breakthrough plate 5 is in the first state, that is, the breakthrough plate 5 does not protrude from the second anchor 4. The first anchor 3 and the second anchor 4 are inserted into the first through hole 13 and the second through hole 14 respectively, and are fully inserted until the fixing plate 2 is attached to the upper surface of the reinforcement plate 1. Then, using tools such as an electric screwdriver, the hexagonal bolt cap is turned, causing the screw 11 to rotate. The screw 11 drives the conical block 16 to rotate, and both move axially toward the second anchor 4. As the conical block 16 moves, the conical block 16 presses against the pressing slope of the breakthrough plate 5. 15. This increases the outward protrusion of the breakthrough plate 5 and brings it into contact with the soil, completing the installation and positioning of the first reinforcement plate 1. Then, the second connecting block 19 on the second reinforcement plate 1 is spliced ​​with the first connecting block 18 on the first reinforcement plate 1, and the above steps are repeated to position the second reinforcement plate 1. This process is repeated to complete the installation and positioning of all the reinforcement plates 1. When it is necessary to remove the anchoring mechanism, the screw 11 is rotated by an electric screwdriver to reset the screw 11 and the conical block 16. Under the action of the torsion spring 8, the breakthrough rod gradually retracts into the second anchor rod 4, and the second anchor rod 4 and the first anchor rod 3 can be easily removed. The first anchor rod 3 and the second anchor rod 4 can be reused after cleaning.

[0047] The waste rock and soil reinforcement structure proposed in this application is simple in structure, easy to use, and highly flexible in use. It has a stable reinforcement effect on rock and soil, which can increase the overall stability of rock and soil, prevent instability and failure, and ensure the stability and safety of engineering structures.

[0048] The above embodiments are merely preferred embodiments provided to fully illustrate the present utility model, and the protection scope of the present utility model is not limited thereto. Equivalent substitutions or modifications made by those skilled in the art based on the present utility model are all within the protection scope of the present utility model.

Claims

1. A reinforcement structure for spoil rock and soil, characterized in that: The device includes a reinforcing plate (1) and an anchoring mechanism. The anchoring mechanism includes a fixing plate (2) and a first anchor rod (3) and a second anchor rod (4) fixedly installed at both ends of the bottom of the fixing plate (2). The reinforcing plate (1) has a first through hole (13) for the first anchor rod (3) to pass through and a second through hole (14) for the second anchor rod (4) to pass through. The second anchor rod (4) is provided with a breakthrough component. The second anchor rod (4) has a cavity (17) arranged axially inside. The surface of the second anchor rod (4) is evenly provided with several through slots (6). Each through slot (6) is connected to the cavity (17). Each through slot (6) is movably connected with a breakthrough plate (5). In the first state, each breakthrough plate (5) does not protrude from the surface of the second anchor rod (4). In the second state, each breakthrough plate (5) protrudes from the surface of the second anchor rod (4). The cavity (17) is provided with a reinforcing component. The reinforcing component can drive the breakthrough plate (5) to change from the first state to the second state.

2. The waste rock and soil reinforcement structure according to claim 1, characterized in that: A fixing rod (7) is fixedly installed between the side walls of the through groove (6). One end of the breakthrough plate (5) is rotatably mounted on the fixing rod (7), so that the other end of the breakthrough plate (5) can rotate along the side wall of the through groove (6). The reinforcement assembly includes a screw (11) and a conical block (16). The axis of the screw (11) is collinear with the axis of the second anchor rod (4). One end of the screw (11) is located in the cavity (17), and the other end passes through the second anchor rod (4) and the fixing rod (7) in sequence. The fixed plate (2) protrudes outside the second anchor rod (4). The screw rod (11) and the fixed plate (2) are threaded together. The conical block (16) is fixedly sleeved on the screw rod (11). The conical block (16) is located in the cavity (17) and is slidably connected to the cavity (17). The surface of the breakthrough plate (5) facing the cavity (17) is set as a pressing slope (15). The outer surface of the conical block (16) is adapted to the pressing slope (15) of the breakthrough plate (5).

3. The waste rock and soil reinforcement structure according to claim 2, characterized in that: A torsion spring (8) is fitted on the fixed rod (7), and the middle part of the torsion spring (8) is embedded in the breakthrough plate (5), so that the end of the breakthrough plate (5) away from the fixed rod (7) has a tendency to rotate toward the cavity (17).

4. The waste rock and soil reinforcement structure according to claim 2, characterized in that: A limiting groove (9) is opened on the inner side of the end of the breakthrough plate (5) away from the fixed rod (7), and a stop block (10) is fixedly provided on the side wall of the through groove (6) for abutting against the side wall of the limiting groove (9).

5. The waste rock and soil reinforcement structure according to claim 2, characterized in that: The screw (11) protrudes out of the second anchor rod (4) and is fixedly connected to one end with a nut (12).

6. The waste rock and soil reinforcement structure according to claim 1, characterized in that: The second through hole (14) is provided in multiple circumferentially along the first through hole (13).

7. The waste rock and soil reinforcement structure according to claim 1, characterized in that: There are two anchoring mechanisms, which are distributed at the left and right ends of the reinforcing plate (1).

8. The waste rock and soil reinforcement structure according to claim 1, characterized in that: The reinforcing plate (1) has a first connecting component at one end and a second connecting component at the other end for splicing with the first connecting component.

9. A waste rock and soil reinforcement structure according to claim 8, characterized in that: The first connecting component includes several first connecting blocks (18) installed side by side. The first connecting block (18) is provided with an assembly slope (20). The assembly slope (20) is provided with a slot (21). The second connecting component includes a transmission component (22) and several second connecting blocks (19). The second connecting blocks (19) correspond one-to-one with the first connecting blocks (18). One end of the second connecting block (19) is hinged to the transmission component (22), and the outer surface of the other end is adapted to the assembly slope (20) of the first connecting block (18). A slot (23) is fixedly installed at the end of the second connecting block (19) away from the transmission component (22). The other end of the transmission component (22) is hinged to the reinforcing plate (1).

10. A waste rock and soil reinforcement structure according to claim 1, characterized in that: Several perforations (24) are made on the reinforcing plate (1).

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