An ecological reinforcement structure for mine slopes and its construction technology

By combining a stepped structure with anchor bolts, the problem of overall reinforcement and ecological restoration of the mine slope was solved, achieving slope stability and ecological restoration.

CN122304297APending Publication Date: 2026-06-30MINGDA MARINE ENG CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
MINGDA MARINE ENG CO LTD
Filing Date
2026-04-28
Publication Date
2026-06-30

AI Technical Summary

Technical Problem

Existing technologies cannot comprehensively reinforce the surface of mine slopes, affecting slope stability and failing to achieve ecological restoration.

Method used

The project employs a modular stepped structure, combining T-shaped slope stabilization units, vertical anchor units, and horizontal anchor units. It utilizes interlocking retaining strips and retaining plates for reinforcement, and incorporates permeable hole design to achieve overall reinforcement and ecological restoration of the mine slope.

Benefits of technology

It improves the overall connection strength of the mine slope, blocks rainwater, prevents anchor corrosion, and promotes soil backfilling and ecological stability.

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Abstract

This invention relates to the field of slope reinforcement technology, specifically to an ecological reinforcement structure and construction process for mine slopes. It solves the problem that existing slope reinforcement methods fail to provide a holistic reinforcement and barrier to the slope surface, thus affecting slope stability and hindering soil stabilization and ecological restoration. The invention includes a modular stepped structure composed of multiple slope reinforcement mechanisms. Each mechanism comprises a T-shaped slope stabilization unit. The front end of each T-shaped unit has multiple horizontal anchor units, and the bottom end has multiple vertical anchor units. Each T-shaped unit includes a T-shaped frame, with a first and a second interlocking retaining strip fixed to both ends. This invention employs a modular splicing method for multi-layered reinforcement and barrier of mine slopes, effectively improving slope stability while facilitating soil stabilization and accelerating ecological restoration.
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Description

Technical Field

[0001] This invention relates to the field of slope reinforcement technology, specifically to an ecological reinforcement structure for mine slopes and its construction process. Background Technology

[0002] Mine slope reinforcement refers to measures taken through engineering techniques to improve the stability of open-pit mine slopes. Its aim is to prevent geological disasters such as landslides and collapses, ensuring personnel safety and normal production. Effectively preventing casualties and equipment damage caused by slope instability is particularly significant in deep open-pit mines. Its core function is to enhance the integrity and anti-sliding capacity of the slope's rock and soil, reducing the risk of instability caused by changes in geological conditions or external loads.

[0003] Existing methods for reinforcing mine slopes cannot provide holistic reinforcement and protection of the slope surface, thus affecting slope stability and failing to achieve soil stabilization and ecological restoration. Therefore, they do not meet current needs. To address this, we propose an ecological reinforcement structure for mine slopes and its construction process. Summary of the Invention

[0004] The purpose of this invention is to provide an ecological reinforcement structure for mine slopes and its construction process, in order to solve the problems mentioned in the background art, that existing methods for reinforcing mine slopes cannot form an integral reinforcement and barrier on the slope surface, thereby affecting the stability of the mine slope, and at the same time failing to achieve soil stabilization and ecological restoration.

[0005] To achieve the above objectives, the present invention provides the following technical solution: an ecological reinforcement structure for mine slopes, comprising a spliced ​​staircase, wherein the spliced ​​staircase is composed of multiple slope reinforcement mechanisms, each of the slope reinforcement mechanisms comprising a T-shaped slope stabilization unit, wherein multiple horizontal anchor bolt units are installed at the front end of the T-shaped slope stabilization unit, and multiple vertical anchor bolt units are installed at the bottom end of the T-shaped slope stabilization unit, wherein the T-shaped slope stabilization unit comprises a T-shaped frame, wherein a first interlocking retaining strip and a second interlocking retaining strip are fixedly installed at both ends of the T-shaped frame, wherein an installation pressure plate is installed at the upper end of the T-shaped frame, and multiple retaining plates are installed between the T-shaped frame and the installation pressure plate, wherein multiple strip-shaped installation grooves are provided at the lower part of the rear end face of the T-shaped frame, wherein multiple first insertion columns are fixedly installed at the bottom end of the T-shaped frame, and multiple second insertion columns are fixedly installed at the front end of the T-shaped frame, and multiple directional installation through grooves are provided on the inner side of the front end of the T-shaped frame.

[0006] Preferably, both the vertical anchor bolt unit and the horizontal anchor bolt unit include an anchor bolt body. A limit ring is installed on the outer side of the upper end of the anchor bolt body, and multiple pull-out bars are rotatably connected to the outer side of the bottom end of the anchor bolt body. The multiple pull-out bars are arranged in a circle relative to the anchor bolt body, and the angle between the anchor bolt body and the multiple pull-out bars is an acute angle.

[0007] Preferably, the vertical anchor unit further includes a connecting pad that fits and contacts the lower end face of the limiting ring. The connecting pad is fitted onto the outside of the anchor body and fixedly connected to the T-shaped frame. The limiting ring is fixedly connected to the connecting pad.

[0008] Preferably, the plurality of vertical anchor bolt units and horizontal anchor bolt units are arranged linearly along the side of the T-shaped frame, and the plurality of vertical anchor bolt units and horizontal anchor bolt units are arranged in a one-to-one correspondence. The plurality of vertical anchor bolt units and horizontal anchor bolt units are respectively inserted into the inner side of the plurality of strip mounting grooves and directional mounting through grooves.

[0009] Preferably, the T-shaped frame, multiple first plug-in columns, and multiple second plug-in columns are integrally cast in concrete. The upper end of the T-shaped frame is provided with multiple U-shaped grooves arranged in a linear pattern. The retaining plate is inserted into the inner side of the U-shaped groove. The T-shaped frame and multiple retaining plates are fixedly connected by mounting pressure plates. Each retaining plate has multiple water-permeable holes on its outer surface.

[0010] Preferably, one side of the splicing steps is provided with a mine slope, and multiple slope reinforcement mechanisms are arranged linearly along the mine slope. The multiple slope reinforcement mechanisms are connected end to end, and adjacent T-shaped frames are interlocked and installed by a first interlocking stop bar and a second interlocking stop bar.

[0011] Preferably, the plurality of vertical anchor units are coaxial with the first plug-in post, and the anchor body of the vertical anchor unit passes through the limiting ring, the connecting pad and the first plug-in post and is plugged into the inner side of the mine slope. The horizontal anchor unit is coaxial with the second plug-in post, and the anchor body of the horizontal anchor unit passes through the T-shaped frame and the second plug-in post and is plugged into the inner side of the mine slope.

[0012] Preferably, the horizontal anchor unit is installed horizontally, and the angle between the vertical anchor unit and the horizontal anchor unit is an obtuse angle.

[0013] A construction process for an ecological reinforcement structure for mine slopes includes the following steps: S1: The T-shaped frame, multiple first interlocking columns, and multiple second interlocking columns are integrally cast using concrete. The T-shaped frame is then installed on the mine slope. First interlocking strips and second interlocking strips are installed at both ends of the T-shaped frame, so that each pair of adjacent T-shaped frames can be interlocked with each other through the first interlocking strips and the second interlocking strips, thereby improving the overall connection strength of the splicing steps and blocking rainwater from the mine slope. S2: At this time, multiple slope reinforcement mechanisms form a splicing ladder on the mine slope. By installing multiple splicing ladders on the mine slope from low to high, the mine slope can be fully reinforced. After the T-shaped slope reinforcement unit is installed, multiple vertical anchor units and horizontal anchor units are assembled simultaneously. S3: Specifically, multiple vertical anchor bolt units and horizontal anchor bolt units are respectively inserted into the inner side of multiple strip-shaped installation slots and directional installation through slots, so that the anchor bolt body in the vertical anchor bolt unit passes through the connecting pad and the first insertion post and is inserted into the inner side of the mine slope. At the same time, the anchor bolt body in the horizontal anchor bolt unit passes through the T-shaped frame and the second insertion post and is inserted into the inner side of the mine slope. Thus, the anchor bolt body can effectively maintain a stable connection with the mine slope through multiple pull-out strips. S4: The angle between the vertical anchor unit and the horizontal anchor unit is an obtuse angle. The T-frame can achieve the reinforcement effect of the mine slope through multiple vertical anchor units and multiple horizontal anchor units. The vertical anchor units are protected by the strip installation groove, which effectively prevents the vertical anchor units from being corroded by rainwater falling from the mine slope. S5: Simultaneously, the strip installation slot and directional installation through slot can provide installation space for vertical anchor bolt units and horizontal anchor bolt units. Multiple retaining plates are installed between the upper end of the T-shaped frame and the installation pressure plate, and each retaining plate has water permeable holes on its outer surface. Thus, the retaining plates facilitate water permeability between the upper end of the T-shaped frame and the mine slope when backfilling with soil, preventing soil loss and facilitating ecological stability restoration.

[0014] Compared with the prior art, the beneficial effects of the present invention are: 1. This invention uses a first and a second interlocking strip to interlock and install each pair of adjacent T-shaped frames, thereby improving the overall connection strength of the splicing steps and blocking rainwater from the mine slope. Multiple slope reinforcement mechanisms form a splicing step on the mine slope. By installing multiple splicing steps sequentially from low to high on the mine slope, the mine slope can be fully reinforced. The anchor body can effectively maintain a stable connection with the mine slope through multiple pull-out strips, and the angle between the vertical anchor unit and the horizontal anchor unit is an obtuse angle. The T-shaped frame can achieve the reinforcement effect of the mine slope through multiple vertical anchor units and multiple horizontal anchor units. 2. This invention protects the vertical anchor bolt units by using strip-shaped installation grooves, effectively preventing rainwater from causing corrosion on the mine slope. Simultaneously, the strip-shaped installation grooves and directional installation channels provide installation space for both vertical and horizontal anchor bolt units. Each retaining plate has permeable holes on its outer surface, facilitating water permeability between the upper end of the T-shaped frame and the mine slope during soil backfilling, preventing soil erosion and promoting ecological restoration. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the overall structure of the present invention; Figure 2 This is a schematic diagram of the structure of the splicing ladder of the present invention; Figure 3 This is a top view of the slope reinforcement mechanism of the present invention; Figure 4 This is a schematic diagram of the T-type slope stabilization unit of the present invention; Figure 5 This is a schematic diagram of the installation structure of the vertical anchor bolt unit of the present invention; Figure 6 This is a partial cross-sectional structural diagram of the vertical anchor bolt unit of the present invention.

[0016] In the diagram: 1. Spliced ​​steps; 2. T-shaped slope stabilization unit; 201. T-shaped frame; 202. First interlocking retaining strip; 203. Second interlocking retaining strip; 204. Retaining plate; 205. Installation pressure plate; 206. Strip installation groove; 207. Directional installation through groove; 208. First plug-in column; 209. Second plug-in column; 3. Vertical anchor bolt unit; 301. Connecting pad; 4. Horizontal anchor bolt unit; 501. Anchor bolt body; 502. Limiting ring; 503. Pull-out strip. Detailed Implementation

[0017] The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments.

[0018] Please see Figures 1 to 4 An embodiment of the present invention provides an ecological reinforcement structure for a mine slope, comprising a spliced ​​staircase 1, which is composed of multiple slope reinforcement mechanisms. A mine slope is provided on one side of the spliced ​​staircase 1, and the multiple slope reinforcement mechanisms are arranged linearly along the mine slope and connected end to end. Each slope reinforcement mechanism includes a T-shaped slope reinforcement unit 2, which includes a T-shaped frame 201. A first interlocking baffle 202 and a second interlocking baffle 203 are fixedly installed at both ends of the T-shaped frame 201, respectively. Adjacent T-shaped frames 201 are interlocked with each other through the first interlocking baffle 202 and the second interlocking baffle 203, thereby improving the overall connection strength of the spliced ​​staircase 1 and blocking rainwater from the mine slope. A mounting plate 205 is installed on the upper end of the T-shaped frame 201. Multiple retaining plates 204 are installed between the T-shaped frame 201 and the mounting plate 205. Multiple U-shaped grooves arranged linearly are provided on the upper end of the T-shaped frame 201. The retaining plates 204 are inserted into the inner side of the U-shaped grooves. The T-shaped frame 201 and the multiple retaining plates 204 are fixedly connected by the mounting plate 205. The outer surface of each retaining plate 204 is provided with multiple water-permeable holes. The retaining plates 204 facilitate water permeability between the upper end of the T-shaped frame 201 and the mine slope when backfilling with soil, thereby preventing soil loss and facilitating ecological stability restoration. The lower part of the rear end face of the T-shaped frame 201 is provided with multiple strip-shaped installation slots 206. Multiple first plug-in posts 208 are fixedly installed at the bottom end of the T-shaped frame 201, and multiple second plug-in posts 209 are fixedly installed at the front end of the T-shaped frame 201. The T-shaped frame 201, the multiple first plug-in posts 208 and the multiple second plug-in posts 209 are integrally cast with concrete. The inner side of the front end of the T-shaped frame 201 is provided with multiple directional installation through slots 207. The vertical anchor bolt unit 3 is protected and installed through the strip-shaped installation slots 206, which effectively prevents the vertical anchor bolt unit 3 from being corroded by rainwater falling from the mine slope.

[0019] Please see Figures 3 to 5 The front end of the T-shaped slope stabilization unit 2 is equipped with multiple horizontal anchor bolt units 4, and the bottom end of the T-shaped slope stabilization unit 2 is equipped with multiple vertical anchor bolt units 3. The multiple vertical anchor bolt units 3 and horizontal anchor bolt units 4 are arranged linearly along the side of the T-shaped frame 201. The multiple vertical anchor bolt units 3 and horizontal anchor bolt units 4 are set one-to-one. The multiple vertical anchor bolt units 3 and horizontal anchor bolt units 4 are respectively inserted into the inner side of multiple strip installation slots 206 and directional installation through slots 207. The horizontal anchor bolt units 4 are installed horizontally, and the included angle between the vertical anchor bolt units 3 and the horizontal anchor bolt units 4 is an obtuse angle. The reinforcement effect of the mine slope can be achieved through the multiple vertical anchor bolt units 3 and the multiple horizontal anchor bolt units 4.

[0020] Please see Figures 4 to 6 Both the vertical anchor bolt unit 3 and the horizontal anchor bolt unit 4 include an anchor bolt body 501. A limit ring 502 is installed on the outer side of the upper end of the anchor bolt body 501. Multiple anti-pull strips 503 are rotatably connected to the outer side of the bottom end of the anchor bolt body 501. The multiple anti-pull strips 503 are arranged in a circle relative to the anchor bolt body 501. The angle between the anchor bolt body 501 and the multiple anti-pull strips 503 is an acute angle. The anchor bolt body 501 can effectively maintain a stable connection with the mine slope through the multiple anti-pull strips 503. The vertical anchor unit 3 also includes a connecting pad 301 that is in contact with the lower end face of the limiting ring 502. The connecting pad 301 is fitted onto the outside of the anchor body 501 and fixedly connected to the T-shaped frame 201. The limiting ring 502 is fixedly connected to the connecting pad 301. The multiple vertical anchor units 3 are coaxial with the first insertion post 208. The anchor body 501 in the vertical anchor unit 3 passes through the limiting ring 502, the connecting pad 301 and the first insertion post 208 and is inserted into the inner side of the mine slope. The horizontal anchor unit 4 is coaxial with the second insertion post 209. The anchor body 501 in the horizontal anchor unit 4 passes through the T-shaped frame 201 and the second insertion post 209 and is inserted into the inner side of the mine slope, so that the T-shaped slope stabilization unit 2 can maintain stable installation through the multiple vertical anchor units 3 and the multiple horizontal anchor units 4.

[0021] A construction process for an ecological reinforcement structure for mine slopes includes the following steps: S1: The T-shaped frame 201, multiple first insertion columns 208 and multiple second insertion columns 209 are integrally cast using concrete. Then, the T-shaped frame 201 is installed on the mine slope. First interlocking strips 202 and second interlocking strips 203 are installed at both ends of the T-shaped frame 201, so that each two adjacent T-shaped frames 201 are interlocked with each other by the first interlocking strips 202 and the second interlocking strips 203, which improves the overall connection strength of the splicing ladder 1 and blocks rainwater from the mine slope. S2: At this time, multiple slope reinforcement mechanisms form a splicing ladder 1 on the mine slope. By installing multiple splicing ladders 1 sequentially from low to high on the mine slope, the mine slope can be fully reinforced. After the T-shaped slope reinforcement unit 2 is installed, multiple vertical anchor bolt units 3 and horizontal anchor bolt units 4 are assembled simultaneously. S3: Specifically, multiple vertical anchor bolt units 3 and horizontal anchor bolt units 4 are respectively inserted into the inner side of multiple strip mounting slots 206 and directional mounting through slots 207, so that the anchor bolt body 501 in the vertical anchor bolt unit 3 passes through the connecting pad 301 and the first insertion post 208 and is inserted into the inner side of the mine slope. At the same time, the anchor bolt body 501 in the horizontal anchor bolt unit 4 passes through the T-shaped frame 201 and the second insertion post 209 and is inserted into the inner side of the mine slope. Thus, the anchor bolt body 501 can effectively maintain a stable connection with the mine slope through multiple pull-out strips 503. S4: The angle between the vertical anchor unit 3 and the horizontal anchor unit 4 is an obtuse angle. The T-shaped frame 201 can achieve the reinforcement effect of the mine slope through multiple vertical anchor units 3 and multiple horizontal anchor units 4. The vertical anchor unit 3 is protected by the strip installation groove 206, which effectively prevents the vertical anchor unit 3 from being corroded by rainwater falling from the mine slope. S5: Simultaneously, the strip-shaped installation groove 206 and the directional installation through groove 207 can provide installation space for the vertical anchor bolt unit 3 and the horizontal anchor bolt unit 4. Multiple retaining plates 204 are installed between the upper end of the T-shaped frame 201 and the installation pressure plate 205, and each retaining plate 204 has water-permeable holes on its outer surface. Thus, the retaining plates 204 facilitate water permeability between the upper end of the T-shaped frame 201 and the mine slope when backfilling with soil, avoiding soil loss and facilitating ecological stability restoration.

[0022] It will be apparent to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above, and that the invention can be implemented in other specific forms without departing from its spirit or essential characteristics. Therefore, the embodiments should be considered in all respects as exemplary and non-limiting, and the scope of the invention is defined by the appended claims rather than the foregoing description. Thus, all variations falling within the meaning and scope of equivalents of the claims are intended to be included within the present invention. No reference numerals in the claims should be construed as limiting the scope of the claims.

Claims

1. A mine slope ecological reinforcement structure, comprising a spliced ladder (1), the spliced ladder (1) is composed of a plurality of slope reinforcement mechanisms, characterized in that: Each slope reinforcement mechanism includes a T-shaped slope stabilization unit (2), with multiple horizontal anchor units (4) installed at the front end of the T-shaped slope stabilization unit (2) and multiple vertical anchor units (3) installed at the bottom end of the T-shaped slope stabilization unit (2). The T-shaped slope stabilization unit (2) includes a T-shaped frame (201), with a first interlocking stop strip (202) and a second interlocking stop strip (203) fixedly installed at both ends of the T-shaped frame (201). An installation pressure is installed at the upper end of the T-shaped frame (201). The plate (205) has multiple retaining plates (204) installed between the T-shaped frame (201) and the mounting plate (205). The lower part of the rear end face of the T-shaped frame (201) is provided with multiple strip-shaped mounting grooves (206). The bottom end of the T-shaped frame (201) is fixedly installed with multiple first plug-in posts (208). The front end of the T-shaped frame (201) is fixedly installed with multiple second plug-in posts (209). The inner side of the front end of the T-shaped frame (201) is provided with multiple directional mounting through grooves (207).

2. The ecological reinforcement structure of a mine slope according to claim 1, characterized in that: Both the vertical anchor unit (3) and the horizontal anchor unit (4) include an anchor body (501). A limit ring (502) is installed on the outer side of the upper end of the anchor body (501). Multiple pull-out strips (503) are rotatably connected to the outer side of the bottom end of the anchor body (501). The multiple pull-out strips (503) are arranged in a circle relative to the anchor body (501). The angle between the anchor body (501) and the multiple pull-out strips (503) is an acute angle.

3. The ecological reinforcement structure of a mine slope according to claim 1, characterized in that: The vertical anchor unit (3) also includes a connecting pad (301) that is in contact with the lower end face of the limiting ring (502). The connecting pad (301) is fitted on the outside of the anchor body (501) and fixedly connected to the T-shaped frame (201). The limiting ring (502) is fixedly connected to the connecting pad (301).

4. The ecological reinforcement structure of a mine slope according to claim 1, characterized in that: Multiple vertical anchor units (3) and horizontal anchor units (4) are arranged linearly along the side of the T-shaped frame (201). Multiple vertical anchor units (3) and horizontal anchor units (4) are arranged in a one-to-one correspondence. Multiple vertical anchor units (3) and horizontal anchor units (4) are respectively inserted into the inner side of multiple strip mounting grooves (206) and directional mounting through grooves (207).

5. The ecological reinforcement structure for mine slopes according to claim 1, characterized in that: The T-shaped frame (201) and multiple first plug-in columns (208) and multiple second plug-in columns (209) are integrally cast with concrete. The upper end of the T-shaped frame (201) is provided with multiple U-shaped grooves arranged in a linear pattern. The retaining plate (204) is inserted into the inner side of the U-shaped groove. The T-shaped frame (201) and multiple retaining plates (204) are fixedly connected by mounting pressure plates (205). The outer surface of each retaining plate (204) is provided with multiple water-permeable holes.

6. The ecological reinforcement structure for mine slopes according to claim 1, characterized in that: The splicing staircase (1) has a mine slope on one side, and multiple slope reinforcement mechanisms are arranged linearly along the mine slope. The multiple slope reinforcement mechanisms are connected end to end, and two adjacent T-shaped frames (201) are installed by interlocking with each other through the first interlocking baffle (202) and the second interlocking baffle (203).

7. The ecological reinforcement structure for mine slopes according to claim 1, characterized in that: Multiple vertical anchor units (3) are coaxial with the first plug-in post (208). The anchor body (501) in the vertical anchor unit (3) passes through the limiting ring (502), the connecting pad (301) and the first plug-in post (208) and is plugged into the inner side of the mine slope. The horizontal anchor unit (4) is coaxial with the second plug-in post (209). The anchor body (501) in the horizontal anchor unit (4) passes through the T-shaped frame (201) and the second plug-in post (209) and is plugged into the inner side of the mine slope.

8. The ecological reinforcement structure for mine slopes according to claim 1, characterized in that: The horizontal anchor unit (4) is installed horizontally, and the angle between the vertical anchor unit (3) and the horizontal anchor unit (4) is an obtuse angle.

9. A construction process for an ecological reinforcement structure for mine slopes, as described in any one of claims 1-8, characterized in that, Includes the following steps: S1: The T-shaped frame (201), multiple first plug-in columns (208) and multiple second plug-in columns (209) are integrally cast using concrete. Then, the T-shaped frame (201) is installed on the mine slope. A first interlocking strip (202) and a second interlocking strip (203) are installed at both ends of the T-shaped frame (201), so that each two adjacent T-shaped frames (201) are interlocked with each other through the first interlocking strip (202) and the second interlocking strip (203), which improves the overall connection strength of the splicing ladder (1) and blocks rainwater from the mine slope. S2: At this time, multiple slope reinforcement mechanisms form a splicing ladder (1) on the mine slope. By installing multiple splicing ladders (1) on the mine slope from low to high, the mine slope can be fully reinforced. After the T-shaped slope reinforcement unit (2) is installed, multiple vertical anchor units (3) and horizontal anchor units (4) are assembled synchronously. S3: Specifically, multiple vertical anchor bolt units (3) and horizontal anchor bolt units (4) are respectively inserted into the inner side of multiple strip installation slots (206) and directional installation through slots (207), so that the anchor bolt body (501) in the vertical anchor bolt unit (3) passes through the connecting pad (301) and the first insertion post (208) and is inserted into the inner side of the mine slope, while the anchor bolt body (501) in the horizontal anchor bolt unit (4) passes through the T-shaped frame (201) and the second insertion post (209) and is inserted into the inner side of the mine slope, so that the anchor bolt body (501) can effectively maintain a stable connection with the mine slope through multiple pull-out strips (503); S4: The angle between the vertical anchor unit (3) and the horizontal anchor unit (4) is an obtuse angle. The T-frame (201) can achieve the reinforcement effect of the mine slope through multiple vertical anchor units (3) and multiple horizontal anchor units (4). The vertical anchor unit (3) is protected by the strip installation groove (206), which effectively prevents the vertical anchor unit (3) from being corroded by rainwater falling from the mine slope. S5: At the same time, the strip installation groove (206) and the directional installation through groove (207) can provide installation space for vertical anchor bolt unit (3) and horizontal anchor bolt unit (4). Multiple retaining plates (204) are installed between the upper end of the T-shaped frame (201) and the installation pressure plate (205). Each retaining plate (204) has a water-permeable hole on its outer surface. Thus, the retaining plate (204) facilitates water permeability between the upper end of the T-shaped frame (201) and the mine slope when backfilling with soil, avoiding soil loss and facilitating ecological stability restoration.