Slope treatment, protection and reinforcement structure for preventing soil erosion

Abstract

The invention discloses a slope treatment, protection and reinforcement structure for preventing soil erosion, and relates to the technical field of slope treatment and reinforcement, the slope treatment, protection and reinforcement structure comprises a positioning base body arranged on a slope and defining a reinforcement range; a plurality of groups of shallow reinforcing bases are distributed from bottom to top along the slope, and a plurality of shallow reinforcing bases are transversely distributed in each group and are arranged in the positioning base body; the multiple protection plates are annularly distributed and rotationally arranged on the periphery of the top of the shallow reinforcing base, and elastic sealing strips are arranged between the protection plates; the deep anchoring device is arranged in the center of the shallow reinforcing base and fixed in the slope soil layer; the pressure dispersion device is fixed on the deep anchoring device and is positioned in the side slope soil layer; and the emergency protection device is arranged in the shallow reinforcing base and is fixedly connected with the pressure dispersion device. Under the multi-level synergistic effect, the slope stability is improved, soil erosion is prevented, pressure dynamic balance and emergency protection are achieved, and the long-term durability and the intelligent level of slope treatment are ensured.

Description

Technical Field

[0001] The present invention relates to the technical field of slope treatment and reinforcement, and more specifically, to a slope treatment, protection and reinforcement structure for preventing soil erosion. Background Art

[0002] The slope treatment, protection and reinforcement structure is a technical system developed for the stability problem of slopes formed by excavation in engineering construction. Traditional treatment needs to divide the rock or soil slope types according to the properties of rock and soil masses, and maintain stability through measures such as load reduction, anchoring, retaining and drainage. Among them, plant protection uses roots to reinforce the soil, and engineering protection enhances the anti-sliding force through physical structures. Traditional slope treatment technologies often have problems such as insufficient shallow protection, single deep anchoring, lagging pressure regulation and lack of emergency response ability, and it is difficult to cope with the complex and changeable slope instability risks. There is an urgent need for a slope treatment, protection and reinforcement structure that can adapt to soil deformation, dynamically disperse pressure and respond to extreme working conditions in a timely manner to meet the high requirements of modern engineering construction for slope stability. Therefore, it is necessary to provide a slope treatment, protection and reinforcement structure for preventing soil erosion to solve the problems raised in the above background art. Summary of the Invention

[0003] To achieve the above object, the present invention provides the following technical solution: A slope treatment, protection and reinforcement structure for preventing soil erosion, comprising:

[0004] A positioning matrix, arranged on the slope to delimit the reinforcement range;

[0005] Multiple groups of shallow reinforcement bases are distributed from bottom to top along the slope, and multiple are arranged horizontally in each group, and are arranged inside the positioning matrix;

[0006] Multiple protective plates are annularly distributed, rotatably arranged around the top of the shallow reinforcement base, and elastic sealing strips are arranged between the protective plates;

[0007] A deep anchoring device, arranged at the center of the shallow reinforcement base and fixed in the slope soil layer;

[0008] A pressure dispersion device, fixed on the deep anchoring device and located in the slope soil layer;

[0009] An emergency protection device, arranged in the shallow reinforcement base and fixedly connected to the pressure dispersion device.

[0010] Further, as a preference, the shallow reinforcement base includes:

[0011] A hexagonal base, fixed on the surface layer of the slope, the upper and lower angles respectively correspond to the upper and lower parts of the positioning matrix, and the implantation depth of each group of hexagonal bases into the slope is the same, and the implantation depth of each group of hexagonal bases into the slope gradually deepens from top to bottom, and adjacent two groups of hexagonal bases are arranged in a staggered manner;

[0012] Fixed bottom plate, fixed at the bottom center of the hexagonal base and extending deep into the soil layer;

[0013] Magnetic adsorption top plate, fixed at the top center of the hexagonal base.

[0014] Further, as a preference, the protection plate includes:

[0015] Upper plate body, rotatably arranged at the tops of the two side surfaces of the included angle at the top of the hexagonal base;

[0016] Middle plate body, rotatably arranged on the two parallel side surfaces of the hexagonal base in the horizontal direction;

[0017] Lower plate body, rotatably arranged at the tops of the two side surfaces of the included angle at the bottom of the hexagonal base.

[0018] Further, as a preference, the middle plate bodies of the hexagonal bases are in contact with the adjacent middle plate bodies in the same group, and the lower plate body of the upper group of hexagonal bases is laminated on the upper plate body of the lower group of hexagonal bases.

[0019] Further, as a preference, the deep anchoring device includes:

[0020] Main anchor rod, with the top arranged inside the hexagonal base and the bottom fixed in the slope soil layer;

[0021] Hydraulic telescopic anchor rod, fixed at the bottom of the main anchor rod.

[0022] Further, as a preference, the pressure dispersion device includes:

[0023] Pressure buffer components, a plurality of which are distributed along the main anchor rod and fixed on the main anchor rod;

[0024] Transfer component, movably arranged on the main anchor rod and connected to the pressure buffer components.

[0025] Further, as a preference, the pressure buffer component includes:

[0026] Fixed surface, fixed on the main anchor rod;

[0027] Moving surface, slidably arranged on the main anchor rod and located above the fixed surface;

[0028] Folding stress surface, composed of upper and lower stress surfaces elastically rotatably connected, and the upper and lower stress surfaces are respectively rotatably connected to the fixed surface and the moving surface.

[0029] Further, as a preference, the transfer component includes:

[0030] The drive cylinder is slidably arranged on the main anchor rod, above the uppermost pressure buffer assembly, and is in contact with the moving surface;

[0031] The adjusting ring is arranged at the top of the drive cylinder and is threadedly connected to the main anchor rod;

[0032] A plurality of push shafts are annularly distributed, fixedly connected to the moving surface, and slidably connected to each fixed surface other than the fixed surface in the lowermost pressure buffer assembly;

[0033] The adjusting inner shaft is correspondingly arranged with the lowermost pressure buffer assembly, slidably arranged at the bottom of the push shaft, fixedly connected to the fixed surface, and slidably connected to the moving surface;

[0034] The elastic buffer is sleeved on the push shaft and the adjusting inner shaft between the fixed surface and the moving surface.

[0035] Further, as a preference, the emergency protection device includes:

[0036] The adsorption magnet is fixed at the top of the main anchor rod and corresponds to the magnetic adsorption top plate;

[0037] The compression spring is sleeved on the main anchor rod and is located between the adsorption magnet and the fixed bottom plate.

[0038] Compared with the prior art, the beneficial effects of the present invention are:

[0039] In the present invention, the reinforcement range is delimited by the positioning matrix, and a comprehensive surface protection network is formed by combining multiple groups of hexagon shallow reinforcement bases arranged in a staggered manner from bottom to top and the rotatable and adjustable protection plates. With the multi-level collaborative action of the deep anchoring device, the pressure dispersion device and the emergency protection device, the stability of the slope is significantly improved, soil erosion is effectively prevented, and at the same time, it has the ability of dynamic pressure balance and the emergency protection function under extreme working conditions, ensuring the long-term durability and intelligent level of slope treatment. Description of the Drawings

[0040] Figure 1 It is a schematic diagram of the overall structure of a slope treatment and protection reinforcement structure for preventing soil erosion;

[0041] Figure 2 It is a side sectional view;

[0042] Figure 3 It is a schematic diagram of the structure of the shallow reinforcement device and the emergency protection device;

[0043] Figure 4 It is a schematic diagram of the distribution of the protection plates;

[0044] Figure 5 It is a schematic diagram of the structure of the deep anchoring device and the pressure dispersion device;

[0045] Figure 6 Schematic diagram of the pressure buffer component and the transmission component structure

[0046] In the figure: 1, positioning matrix; 2, shallow reinforcement base; 3, protective plate; 4, deep anchoring device; 5, pressure dispersion device; 6, emergency protection device; 21, hexagonal base; 22, fixed bottom plate; 23, magnetic attraction top plate; 31, upper plate body; 32, middle plate body; 33, lower plate body; 41, main anchor rod; 42, hydraulic telescopic anchor rod; 51, pressure buffer component; 52, transmission component; 61, adsorption magnet; 62, compression spring; 511, fixed surface; 512, moving surface; 513, folding stress surface; 521, transmission cylinder; 522, adjusting ring; 523, push shaft; 524, adjusting inner shaft; 525, elastic buffer. Detailed implementation manners

[0047] Please refer to Figures 1 to 6 , in the embodiment of the present invention, a slope treatment and protection reinforcement structure for preventing soil erosion includes:

[0048] The positioning matrix 1 is arranged on the slope to delimit the reinforcement range;

[0049] The shallow reinforcement bases 2 are distributed in multiple groups from bottom to top along the slope, and multiple are arranged horizontally in each group and are arranged inside the positioning matrix 1;

[0050] A plurality of protective plates 3 are annularly distributed and are rotatably arranged around the top of the shallow reinforcement base 2, and an elastic sealing strip is arranged between the protective plates 3;

[0051] The deep anchoring device 4 is arranged at the center of the shallow reinforcement base 2 and is fixed in the slope soil layer;

[0052] The pressure dispersion device 5 is fixed on the deep anchoring device 4 and is located in the slope soil layer;

[0053] The emergency protection device 6 is arranged in the shallow reinforcement base 2 and is fixedly connected to the pressure dispersion device 5.

[0054] In this embodiment, the shallow reinforcement base 2 includes:

[0055] The hexagonal base 21 is fixed on the surface layer of the slope, and the upper and lower included angles respectively correspond to the upper and lower parts of the positioning matrix 1, and the implantation depth of each group of hexagonal bases 21 into the slope is the same, and the implantation depth of each group of hexagonal bases 21 into the slope gradually deepens from top to bottom, and adjacent two groups of hexagonal bases 21 are arranged in a staggered manner;

[0056] The fixed bottom plate 22 is fixed at the bottom center of the hexagonal base 21 and penetrates into the soil layer;

[0057] The magnetic suction top plate 23 is fixed at the top center of the hexagonal base 21.

[0058] That is, drill holes at the designed spacing, and the spacing needs to meet the installation of the protection plate 3. The hole depth gradually deepens from top to bottom along the slope. The hexagonal base 21 is grouted and fixed in the holes, and the protection plate 3 is rotatably installed around the top of the hexagonal base 21, so that the protection plates 3 on the adjacent sides of two adjacent groups of hexagonal bases 21 are superimposed. Among them, the protection plate 3 at the bottom and the other protection plates 3 all penetrate into the slope soil layer at an inclined angle to strengthen the connection between the protection plate 3 and the soil layer and enhance the stability.

[0059] In this embodiment, the protection plate 3 includes:

[0060] The upper plate body 31 is rotatably arranged at the tops of the two side surfaces of the included angle at the top of the hexagonal base 21;

[0061] The middle plate body 32 is rotatably arranged on the two side surfaces of the hexagonal base 21 that are parallel to each other in the horizontal direction;

[0062] The lower plate body 33 is rotatably arranged at the tops of the two side surfaces of the included angle at the bottom of the hexagonal base 21.

[0063] In this embodiment, the middle plate body 32 of the hexagonal base 21 is attached to the adjacent middle plate body 32 of the same group, and the lower plate body 33 in the upper group of hexagonal bases 21 is superimposed on the upper plate body 31 in the lower group of hexagonal bases 21.

[0064] That is to say, the middle plate bodies 32 corresponding to multiple hexagonal bases 21 in the same group are attached to each other while tilting downward and penetrating deep into the soil layer. A water flow channel is formed vertically between two adjacent middle plate bodies 32. After long-term use, if the distance between the hexagonal bases 21 in the same group is affected by soil stress and the distance increases, the middle plate bodies 32 can be automatically rotated upward to keep two adjacent middle plate bodies 32 always attached, making adaptive adjustments, maintaining a completely covered state of the slope surface. Moreover, due to the mutual restriction of two adjacent groups of hexagonal bases 21 under the action of the protection plate 3, the possibility of a large range change in the distance between the hexagonal bases 21 in the same group is effectively reduced. In addition, the upper plate body 31 penetrates and is fixed in the soil layer at an inclined angle, and the lower plate body 33 of the upper adjacent group is stacked on the upper plate body 31 at an inclined angle. After long-term use and the action of soil stress, there is a risk of downward movement of each group of hexagonal bases 21 along the slope direction. Consequently, the distance between each group of hexagonal bases 21 changes, and the upper plate body 31 and the lower plate body 33 that are stacked on each other are misaligned. Still, the upper plate body 31 and the lower plate body 33 can remain stacked on each other, providing a certain adjustable range for soil deformation, enabling multiple protection plates 3 and the shallow reinforcement bases 2 to always maintain full coverage of the slope surface, and discharging rainwater directly downward or to both sides through the water flow channels formed between the protection plates 3, effectively reducing the scouring of rainwater on the slope. It should be noted that the elastic sealing strips provided between the protection plates 3 help to make up for the gaps between adjacent protection plates 3 during the rotation of the protection plates 3 to achieve full coverage of the slope surface.

[0065] In this embodiment, the deep anchoring device 4 includes:

[0066] The main anchor rod 41, with its top set inside the hexagonal base 21 and its bottom fixed in the slope soil layer;

[0067] The hydraulic telescopic anchor rod 42, fixed to the bottom of the main anchor rod 41.

[0068] That is to say, deep anchoring is achieved through the combination of the main anchor rod 41 and the hydraulic telescopic anchor rod 42. The top of the main anchor rod 41 is embedded in the hexagonal base 21 to fix the hexagonal base 21. Under normal conditions, through the mutual cooperation between the main anchor rod 41, the hexagonal base 21, and the protection plate 3, the slope surface and the depth are effectively reinforced. When it is monitored that the pressure generated by the soil exceeds the threshold, the hydraulic system starts to extend the hydraulic telescopic anchor rod 42, and the anti-pulling force is increased through the dual actions of mechanical biting and frictional resistance, effectively preventing slope deformation.

[0069] In this embodiment, the pressure dispersion device 5 includes:

[0070] The pressure buffer components 51, with multiple distributed along the main anchor rod 41 and fixed on the main anchor rod 41;

[0071] The transmission component 52 is movably arranged on the main anchor rod 41 and is connected to the pressure buffer component 51.

[0072] That is to say, during use, the soil continuously applies pressure to the pressure buffer component 51. When relatively strong pressure is generated at some positions of the soil, the pressure buffer component 51 at the corresponding position transfers the pressure to each pressure buffer component 51 through the transmission component 52 to achieve dynamic pressure balance and avoid structural failure caused by local stress concentration.

[0073] In this embodiment, the pressure buffer component 51 includes:

[0074] A fixed surface 511, fixed on the main anchor rod 41;

[0075] A moving surface 512, slidably arranged on the main anchor rod 41 and located above the fixed surface 511;

[0076] A folded stress surface 513, which is composed of two upper and lower stress surfaces that are elastically rotatably connected. The upper and lower stress surfaces are respectively rotatably connected to the fixed surface 511 and the moving surface 512.

[0077] That is to say, when the slope earth pressure acts on the folded stress surface 513, the moving surface 512 slides along the main anchor rod 41 to compress the folded stress surface 513, converting the concentrated load into a distributed pressure along the axial direction of the main anchor rod 41, and transferring the pressure to each pressure buffer component 51 through the transmission component 52 for decentralized bearing, reducing the pressure load at a single point and maintaining the structural stability. It should be noted that the two upper and lower stress surfaces are rotatably connected and have the ability to rebound and reset when stressed and folded.

[0078] In this embodiment, the transmission component 52 includes:

[0079] A transmission cylinder 521, slidably arranged on the main anchor rod 41, located above the uppermost pressure buffer component 51, and in contact with the moving surface 512;

[0080] An adjusting ring 522, arranged at the top of the transmission cylinder 521 and threadedly connected to the main anchor rod 41;

[0081] A plurality of push shafts 523 are annularly distributed, fixedly connected to the moving surface 512, and slidably connected to each fixed surface 511 other than the fixed surface 511 in the lowermost pressure buffer component 51;

[0082] An adjusting inner shaft 524, correspondingly arranged with the lowermost pressure buffer component 51, slidably arranged at the bottom of the push shaft 523, fixedly connected to the fixed surface 511, and slidably connected to the moving surface 512;

[0083] The elastic buffer 525 is sleeved on the push shaft 523 located between the fixed surface 511 and the moving surface 512, and on the adjusting inner shaft 524.

[0084] That is to say, when the pressure on the single folded stress surface 513 in the same pressure buffer assembly 51 increases, the moving surface 512 slides along the main anchor rod 41 and compresses the multiple folded stress surfaces 513 in the same pressure buffer assembly 51. At the same time, the elastic buffer 525 on the push shaft 523 is compressed, converting the concentrated load into a distributed pressure along the axial direction of the main anchor rod 41. And during the downward movement of the moving surface 512, the push shaft 523 is driven to move downward. The push shaft 523 drives the moving surfaces 512 in each pressure buffer assembly 51 to move downward, compressing the elastic buffer 525 on the push shaft 523. And when the pressure buffer assembly 51 at the bottommost part drives the moving surface 512 to move downward by the push shaft 523, the adjusting inner shaft 524 contracts into the push shaft 523, and then the corresponding elastic buffer 525 compresses for buffering.

[0085] In this embodiment, the emergency protection device 6 includes:

[0086] The adsorption magnet 61 is fixed at the top of the main anchor rod 41 and corresponds to the magnetic adsorption top plate 23;

[0087] The compression spring 62 is sleeved on the main anchor rod 41 and is located between the adsorption magnet 61 and the fixed bottom plate 22.

[0088] That is to say, under the scouring of heavy rain, the soil mass in the corresponding area of some of the deep anchoring devices 4 generates a pressure exceeding the bearing range. At this time, the hydraulic system starts to extend the hydraulic telescopic anchor rod 42, and the anti-pulling force is increased through the dual actions of mechanical biting and frictional resistance. And the electromagnetic control releases the magnetic adsorption connection, and the adsorption magnet 61 disengages from the magnetic adsorption top plate 23. Then, under the action of the soil stress, the compression spring 62 compresses for buffering, absorbing the impact energy, avoiding the failure of the local structure. The main anchor rod 41 moves downward, the hydraulic telescopic anchor rod 42 contracts, and the soil mass has partial displacement, driving the adjacent soil mass to move. Then, the deep anchoring devices 4 in the adjacent area jointly bear the soil pressure, effectively reducing the damage to the protection device caused by the soil pressure.

[0089] During specific implementation, first, remove the weeds, loose soil layers, and dangerous rocks on the slope surface to avoid secondary disasters caused by construction disturbances, and construct a drainage system to ensure the rapid drainage of rainwater, reduce the erosion of water pressure on the slope. Drill holes at the designed spacing, and the spacing should meet the installation requirements of the protection plate 3. The hole depth gradually increases from top to bottom along the slope. Then, fix the deep anchoring device 4 in the slope soil body along the center of the drill hole. Rotate the adjusting ring 522 on the main anchor rod 41 to drive the transmission cylinder 521 to move downward on the main anchor rod 41, thereby driving the moving surface 512 to move downward, folding and compressing the folding stress surface 513, so that the connection part of the two stress surfaces is stuck into the soil layer. And under the action of the push shaft 523, the moving surfaces 512 in multiple pressure buffer components 51 move downward, making each folding stress surface 513 fit with the soil body, enhancing the fit degree between the deep anchoring device 4 and the soil body. Then, install the shallow reinforcement base 2 on the top of the main anchor rod 41, so that the top of the main anchor rod 41 passes through the fixed bottom plate 22. After sleeving the compression spring 62, fix the adsorption magnet 61 on the top of the main anchor rod 41. Then, seal the top center of the hexagonal base 21 through the magnetic adsorption top plate 23, so that the magnetic adsorption top plate 23 and the adsorption magnet 61 are adsorbed to each other under the electromagnetic action, grout-fix the hexagonal base 21 in the hole, and rotatably install the protection plate 3 around the top of the hexagonal base 21, so that the middle plate body 32 penetrates into the soil layer and fits with each other, the upper plate body 31 penetrates into the soil layer and is fixed, and the lower plate body 33 of the adjacent upper group is stacked on the upper plate body 31 at an inclined angle. Through the protection plate 3 and the shallow reinforcement base 2, the surface layer of the slope is comprehensively covered and protected. Under the scouring of rainwater, the flowing water channels formed between the protection plates 3 timely drain the rainwater, effectively reducing the scouring of rainwater on the slope surface and causing water loss. And it makes adaptive adjustment according to the soil deformation to ensure comprehensive protection of the slope surface. During the use of this reinforcement device, when the pressure on a single folding stress surface 513 in the same pressure buffer component 51 increases, the moving surface 512 slides along the main anchor rod 41 and compresses multiple folding stress surfaces 513 in the same pressure buffer component 51. At the same time, compress the elastic buffer 525 on the push shaft 523, converting the concentrated load into a distributed pressure along the axial direction of the main anchor rod 41. And during the downward movement of the moving surface 512, drive the push shaft 523 to move downward. Through the push shaft 523, drive the moving surfaces 512 in each pressure buffer component 51 to move downward, compress the elastic buffer 525 on the push shaft 523, and when the lowermost pressure buffer component 51 drives the moving surface 512 to move downward by the push shaft 523, adjust the inner shaft 524 to contract into the push shaft 523, and then the corresponding elastic buffer 525 compresses and buffers to disperse the pressure, achieving pressure dynamic balance and avoiding structural failure caused by local stress concentration. If the soil body in the area corresponding to some deep anchoring devices 4 generates pressure exceeding the bearing range, at this time, the hydraulic system starts to extend the hydraulic telescopic anchor rod 42 to enhance the anti-pulling force through the dual actions of mechanical biting and frictional resistance.And the electromagnetic control releases the magnetic adsorption connection, and the adsorption magnet 61 is separated from the magnetic adsorption top plate 23. Then, under the action of the soil stress, the compression spring 62 compresses to buffer and absorb the impact energy, avoiding the failure of the local structure. The main anchor rod 41 moves downward, the hydraulic telescopic anchor rod 42 contracts, and part of the soil body has displacement, driving the adjacent soil body to move. Then, the deep anchoring devices 4 in the adjacent area jointly bear the soil pressure, effectively reducing the damage caused by the soil pressure to the protection device and maintaining the stable operation of the protection device.

[0090] The above are only the preferred specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art within the technical scope disclosed by the present invention, according to the technical solution and inventive concept of the present invention, making equivalent substitutions or changes should be covered by the protection scope of the present invention.

Claims

1. A slope treatment, protection and reinforcement structure for preventing soil erosion, characterized in that: Including: A positioning base body (1) is arranged on the slope to delimit the reinforcement range; Multiple groups of shallow reinforcement bases (2) are distributed from bottom to top along the slope, and multiple are arranged horizontally in each group. The shallow reinforcement bases (2) are arranged inside the positioning base body (1); Multiple protective plates (3) are annularly distributed and rotatably arranged around the top of the shallow reinforcement base (2), and elastic sealing strips are arranged between the protective plates (3); A deep anchoring device (4) is arranged at the center of the shallow reinforcement base (2) and fixed in the slope soil layer; A pressure dispersion device (5) is fixed on the deep anchoring device (4) and is located in the slope soil layer; An emergency protection device (6) is arranged in the shallow reinforcement base (2) and is fixedly connected to the pressure dispersion device (5).

2. A slope treatment, protection and reinforcement structure for preventing soil erosion according to claim 1, characterized in that: The shallow reinforcement base (2) includes: A hexagonal base (21) is fixed on the surface layer of the slope, and the upper and lower included angles respectively correspond to the upper and lower parts of the positioning base body (1). The implantation depth of each group of hexagonal bases (21) into the slope is the same, and the implantation depth of each group of hexagonal bases (21) into the slope gradually deepens from top to bottom, and adjacent two groups of hexagonal bases (21) are arranged in a staggered manner; A fixed bottom plate (22) is fixed at the center of the bottom of the hexagonal base (21) and penetrates into the soil layer; A magnetic absorption top plate (23) is fixed at the center of the top of the hexagonal base (21).

3. The slope treatment and protection reinforcement structure for preventing soil erosion according to claim 2, characterized in that: The protective plate (3) includes: An upper plate body (31) is rotatably arranged on the tops of the two side surfaces of the included angle at the top of the hexagonal base (21); A middle plate body (32) is rotatably arranged on the two side surfaces of the hexagonal base (21) that are parallel to each other in the horizontal direction; A lower plate body (33) is rotatably arranged on the tops of the two side surfaces of the included angle at the bottom of the hexagonal base (21).

4. A slope treatment, protection and reinforcement structure for preventing soil erosion according to claim 3, characterized in that: The middle plate body (32) of the hexagonal base (21) is attached to the adjacent middle plate body (32) in the same group, and the lower plate body (33) in the upper group of hexagonal bases (21) is laminated on the upper plate body (31) in the lower group of hexagonal bases (21).

5. A slope treatment, protection and reinforcement structure for preventing soil erosion according to claim 2, characterized in that: The deep anchoring device (4) includes: A main anchor rod (41) has its top arranged in the hexagonal base (21) and its bottom fixed in the slope soil layer; A hydraulic telescopic anchor rod (42) is fixed to the bottom of the main anchor rod (41).

6. A slope treatment, protection and reinforcement structure for preventing soil erosion according to claim 5, characterized in that: The pressure dispersion device (5) includes: Multiple pressure buffer components (51) are distributed along the main anchor rod (41) and fixed on the main anchor rod (41); A transmission component (52) is movably arranged on the main anchor rod (41) and is connected to the pressure buffer component (51).

7. A slope treatment, protection and reinforcement structure for preventing soil erosion according to claim 6, characterized in that: The pressure buffer component (51) includes: A fixed surface (511) is fixed on the main anchor rod (41); A moving surface (512) is slidably arranged on the main anchor rod (41) and is located above the fixed surface (511); A folding stress surface (513) is composed of two elastic stress surfaces that are rotatably connected up and down. The upper and lower stress surfaces are respectively rotatably connected to the fixed surface (511) and the moving surface (512).

8. A slope treatment, protection and reinforcement structure for preventing soil erosion according to claim 7, characterized in that: The transmission component (52) includes: A transmission cylinder body (521) is slidably arranged on the main anchor rod (41), located above the uppermost pressure buffer component (51), and is attached to the moving surface (512); The adjusting ring (522) is arranged at the top of the transmission cylinder (521) and is threadedly connected to the main anchor bolt (41); The pushing shafts (523) are arranged in a circular distribution with multiple ones, are fixedly connected to the moving surface (512), and are slidably connected to each fixing surface (511) other than the fixing surface (511) in the lowermost pressure buffer assembly (51); The adjusting inner shaft (524) is correspondingly arranged with the lowermost pressure buffer assembly (51), is slidably arranged at the bottom of the pushing shaft (523), is fixedly connected to the fixing surface (511), and is slidably connected to the moving surface (512); The elastic buffer member (525) is sleeved on the pushing shaft (523) and the adjusting inner shaft (524) located between the fixing surface (511) and the moving surface (512).

9. A slope treatment, protection and reinforcement structure for preventing soil erosion according to claim 5, characterized in that: The emergency protection device (6) includes: The adsorption magnet (61) is fixed at the top of the main anchor bolt (41) and corresponds to the magnetic adsorption top plate (23); The compression spring (62) is sleeved on the main anchor bolt (41) and is located between the adsorption magnet (61) and the fixed bottom plate (22).

Images