Reinforced slope structure

Abstract

This utility model relates to the field of slope reinforcement technology and discloses a slope reinforcement structure, including a slope. A reinforcement mechanism is provided on the front side of the slope, and a top plate is provided on the rear side of the reinforcement mechanism. A partition mechanism is provided on the top of the top plate. The reinforcement mechanism includes boulders, the rear side of which is fixedly connected to the bottom of the front side of the slope. Sand backfill is fixedly connected to the rear side of the top of the boulders, and a concrete foot groove is fixedly connected to the top of the boulders. A rotating shaft is rotatably connected inside the concrete foot groove, and a frame is fixedly connected to the outer wall of the rotating shaft. In this utility model, the silt at the base is treated by boulders, followed by sand backfilling and pouring of the concrete foot groove. The rotating shaft is used to rotate the frame, and the angle is precisely locked by a limiting component. A multi-layer permeable structure protects the slope, while a fixing component anchors the reinforcement mechanism to the foundation, effectively enhancing slope stability and reducing soil erosion and water flow damage.

Description

Technical Field

[0001] This utility model relates to the field of slope reinforcement technology, and in particular to slope reinforcement structures for risk mitigation. Background Technology

[0002] In the fields of civil engineering and geological disaster prevention, slope structure refers to the engineering structural system constructed in mountainous areas, embankments, roadbeds, and sloping areas. Its core function is to maintain the stability of the slope soil, prevent soil erosion and landslides, and ensure the safety of the surrounding environment and infrastructure. Slope reinforcement and hazard mitigation structures are special structures that optimize and strengthen slopes that have already shown safety hazards or have potential risks through a series of engineering techniques. They effectively reduce the probability of disasters and are key technologies for ensuring engineering safety and ecological stability.

[0003] A search revealed Chinese Patent Publication No. CN216238371U, which discloses a reservoir reinforcement structure, including a reservoir dam and an inclined slope. A mounting groove is formed on the upper surface of the inclined slope, and supporting cement strips are fixedly installed on the inner wall of the mounting groove. A water-blocking plate is slidably installed above the supporting cement strips within the mounting groove. A top-out groove is formed within the water-blocking plate, and a top-out block is slidably installed within the top-out groove. Multiple hydraulic push rods are fixedly installed at the bottom of the mounting groove, and a supporting top plate is fixedly installed at the output end of each hydraulic push rod. This utility model can be used in reservoirs... When the water level exceeds the warning line, the risk can be reduced by increasing the dam height, thus allowing the water conservancy project time to carry out drainage and hazard removal in sequence. This can improve the rigidity of the water-retaining plate and increase the height of the retaining plate, thereby facilitating the distribution of flood water pressure across the entire dam, making the entire hazard removal and reinforcement method more robust and reducing the probability of danger. This utility model is mainly applied to the hazard removal and reinforcement of reservoirs. However, in actual use, this reinforcement structure can only reinforce the top support and cannot play a good supporting and reinforcement role when a collapse or landslide occurs on the slope. Utility Model Content

[0004] To overcome the above shortcomings, this utility model provides a slope reinforcement structure, which aims to improve the problem that the existing technology cannot play a good supporting and reinforcing role when a collapse or landslide occurs at the slope location.

[0005] To achieve the above objectives, this utility model adopts the following technical solution: a slope reinforcement structure, including a slope, a reinforcement mechanism is provided on the front side of the slope, a top plate is provided on the rear side of the reinforcement mechanism, a partition mechanism is provided on the top of the top plate, the reinforcement mechanism includes boulders, the rear side of the boulders is fixedly connected to the bottom of the front side of the slope, sand backfill is fixedly connected to the rear top of the boulders, clay backfill is fixedly connected to the rear end of the inner top of the boulders, a concrete foot groove is fixedly connected to the top of the boulders, a rotating shaft is rotatably connected inside the concrete foot groove, a frame is fixedly connected to the outer wall of the rotating shaft, a medium-coarse sand layer is fixedly connected to the bottom inner side of the frame, a gravel layer is fixedly connected to the top of the medium-coarse sand layer, a hexagonal block layer is fixedly connected to the top of the gravel layer, a concrete capping is rotatably connected to the top of the frame, a turf slope protection is fixedly connected to the top of the clay backfill, a limit component is provided on the right side of the rotating shaft, and a fixing component is provided on the front side of the concrete foot groove.

[0006] The above technical solution utilizes a core reinforcement structure on the front side of the slope to effectively resist the downward force of the slope. Sand backfilling at the top and rear fills the voids, enhancing soil density. The concrete trough at the top serves as an installation platform for subsequent components. A rotating shaft within the trough connects to the frame, allowing for flexible rotation to adapt to slopes of varying gradients. The inner side of the frame, from bottom to top, is layered with medium-coarse sand, gravel, and hexagonal blocks, forming a multi-layered protection system. The medium-coarse sand layer filters water, drains accumulated water from the slope, and reduces pore water pressure. The gravel layer further enhances drainage performance and structural strength. The hexagonal block layer, relying on its inherent strength... Its shape provides an advantage in resisting water erosion and slope erosion. The concrete capping at the top of the frame is rotatably connected to the frame, which can both compact the internal protective layer and lock the frame position after angle adjustment. The limiting component on the right side of the pivot locks the angle of the frame to ensure the stability of the reinforced structure. The fixing component on the front side of the concrete foot groove firmly connects the reinforcement mechanism to the foundation to prevent overall slippage. The top plate on the rear side of the reinforcement mechanism connects the concrete capping at the front and the sand backfill at the bottom, playing a role in supporting the upper and lower parts and distributing the load. The partition mechanism on the top of the top plate divides the functional areas of the top of the slope to meet the diverse needs of drainage and vegetation planting, and achieve comprehensive reinforcement of the slope.

[0007] As a further description of the above technical solution:

[0008] The separating mechanism includes two horizontal plates, the bottoms of which are fixedly connected to the top plate and the top of the slope, respectively. Each of the two horizontal plates has a sliding groove on an adjacent side. A separating plate is slidably connected to the left and right sides of the two adjacent horizontal plates. A cylinder is fixedly connected to the front and rear sides of the two separating plates. A roller is fixedly connected to one end of a plurality of cylinders. The outer sides of the plurality of rollers are respectively rolledly connected to the inside of the corresponding sliding groove. An adjustment component is provided on the top of each of the two horizontal plates.

[0009] The above technical solution involves two horizontal plates fixed to the top plate and the top of the slope, forming a stable frame. Sliding grooves on adjacent sides provide tracks for the movement of the partition plates. The partition plates are connected to the sliding grooves via cylinders on the front and rear sides and end rollers, allowing them to slide smoothly along the horizontal plates. This facilitates adjustment of the partition positions according to actual needs. When the partition plates are pushed, the rollers roll within the sliding grooves, effectively reducing frictional resistance and ensuring easy and flexible operation. An adjustment component at the top of the horizontal plates is used to lock the partition plate position. The adjustment plate is fixed to the top of the partition plates, and an adjustment bolt passes through the adjustment plate and is threaded into the adjustment hole at the top of the horizontal plates. Rotating the adjustment bolt causes it to screw into the adjustment hole, resulting in a tight fit between the adjustment plate and the horizontal plates, generating friction to prevent the partition plates from moving. Reverse rotation releases the lock, allowing the partition plates to slide again. This allows for rapid division of the slope top area, adapting to different functional requirements.

[0010] As a further description of the above technical solution:

[0011] The limiting component includes a limiting disc, the left side of which is fixedly connected to the right end of the rotating shaft. Multiple limiting holes are provided on the right side of the concrete foot groove. A limiter is slidably connected to the top right side of the limiting disc. The left end of the limiter passes through the limiting disc and is slidably connected to the interior of the corresponding limiting hole.

[0012] The above technical solution involves a limiting disc fixed to the right end of the rotating shaft, which rotates synchronously with the shaft, providing a basic carrier for angle adjustment. Multiple limiting holes on the right side of the concrete foot groove provide different angle limiting positions to meet the reinforcement needs of different slopes. When the frame angle needs to be adjusted, the limiter is first pulled out of the current limiting hole to release the restriction on the limiting disc. At this time, the rotating shaft can be rotated to adjust the frame to the appropriate angle. After the angle adjustment is completed, the limiter is slid along the top right side of the limiting disc so that its left end passes through the limiting disc and is inserted into the corresponding limiting hole. Through the cooperation of the limiter and the limiting hole, the angle of the rotating shaft is locked to prevent the frame from rotating due to external force, ensuring the stability and reliability of the reinforcement mechanism.

[0013] As a further description of the above technical solution:

[0014] The fixing assembly includes multiple fixing plates, the rear sides of which are fixedly connected to the front side of the concrete foot groove. The top of each fixing plate is slidably connected to a fixing post, and the bottom end of each fixing post penetrates the top of the fixing plate and is fixedly connected to a plug.

[0015] With the above technical solution, construction personnel can adjust the position of the fixing post according to the actual working conditions such as the foundation condition and soil compaction. After determining the fixing point, the fixing post is inserted downwards, and a strong friction and interlocking force is generated between the plug and the foundation, which firmly anchors the entire concrete footing to the ground.

[0016] As a further description of the above technical solution:

[0017] The adjustment assembly includes multiple adjustment plates, the bottoms of which are fixedly connected to the front and rear ends of the top of two partition plates respectively. Multiple adjustment holes are equidistantly opened on the top of the two partition plates. Adjustment bolts are rotatably connected to the top of the multiple adjustment plates. The bottom ends of the multiple adjustment bolts penetrate the top of the adjustment plates and are threadedly connected to the corresponding adjustment holes.

[0018] The above technical solution involves fixing multiple adjustment plates to the front and rear ends of the top of the partition plate, which move synchronously with the partition plate. When the partition plate slides to the target position, the adjustment bolts are rotated so that their bottom ends pass through the adjustment plate and are screwed into the corresponding adjustment holes.

[0019] As a further description of the above technical solution:

[0020] The front side of the top plate is fixedly connected to the rear side of the concrete capping, and the bottom of the top plate is in contact with the top of the sand backfill.

[0021] The above technical solution, by closely adhering to the sand backfill, can evenly distribute the pressure of the upper structure and avoid excessive local stress.

[0022] As a further description of the above technical solution:

[0023] The interior of the two horizontal plates is provided with guide grooves on opposite sides, and one end of each of the multiple cylinders is fixedly connected to a guide block. The multiple guide grooves are slidably connected to the interior of the corresponding guide blocks.

[0024] The above technical solution allows the guide block to slide within the guide groove, preventing the partition plate from shifting or shaking and ensuring a stable movement trajectory.

[0025] As a further description of the above technical solution:

[0026] The outer walls of the hexagonal block layer and the melon stone layer are slidably connected to the inside of the frame, and the dimensions of the hexagonal block layer, the melon stone layer and the inner side of the frame are matched.

[0027] The above technical solution ensures seamless connection between layers through size adaptation, forming a continuous and uniform protective structure that effectively resists water erosion and slope soil sliding.

[0028] This utility model has the following beneficial effects:

[0029] 1. In this utility model, the silt at the base is treated by squeezing out the silt with boulders, followed by backfilling with sand and pouring concrete foot trenches. Then, the frame is rotated by a pivot and the angle is precisely locked with the limiting component. The slope is protected by a multi-layer permeable structure. At the same time, the fixing component anchors the reinforcement mechanism to the foundation, thus achieving a stable base treatment, effectively enhancing the slope stability, and reducing the damage caused by soil erosion and water flow.

[0030] 2. In this utility model, a frame is formed by fixing a horizontal plate to the top plate and the top of the slope. The partition plate rolls smoothly in the sliding groove with the help of a cylinder and rollers, and its position can be easily adjusted. After the partition plate slides to the target position, the adjusting bolt is rotated to make it threadedly connected with the adjusting hole, and the partition plate is firmly locked. This realizes the flexible and quick division of the top area of ​​the slope. The partition structure is stable and reliable, can effectively resist external interference, and meet diverse functional requirements. Attached Figure Description

[0031] Figure 1 This is a three-dimensional view of the slope reinforcement structure proposed in this utility model;

[0032] Figure 2 This is a front view of the slope reinforcement structure proposed in this utility model.

[0033] Figure 3 This is a structural breakdown diagram of the slope reinforcement structure proposed in this utility model.

[0034] Figure 4 This is a structural breakdown diagram of the limiting component of the slope reinforcement and hazard mitigation structure proposed in this utility model;

[0035] Figure 5 This is a structural breakdown diagram of the partition mechanism for the slope reinforcement and hazard mitigation structure proposed in this utility model.

[0036] Legend:

[0037] 1. Slope; 2. Reinforcement mechanism; 201. Rubble; 202. Sand backfill; 203. Clay backfill; 204. Concrete foot trench; 205. Rotating shaft; 206. Frame; 207. Medium-coarse sand layer; 208. Gravel layer; 209. Hexagonal block layer; 210. Concrete coping; 211. Turf slope protection; 212. Limiting component; 2121. Limiting disc; 2122. Limiting hole; 2123. Limiting Positioner; 213, Fixing assembly; 2131, Fixing plate; 2132, Fixing pin; 2133, Plug; 3, Separating mechanism; 301, Horizontal plate; 302, Sliding groove; 303, Separating plate; 304, Cylinder; 305, Roller; 306, Adjusting assembly; 3061, Adjusting plate; 3062, Adjusting hole; 3063, Adjusting bolt; 4, Top plate; 5, Guide groove; 6, Guide block. Detailed Implementation

[0038] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0039] Reference Figure 1 , Figure 3 and Figure 4This utility model provides an embodiment of a slope reinforcement structure, including a slope 1, which provides the foundation for the entire reinforcement system. A reinforcement mechanism 2 is installed on the front side of the slope 1 to enhance its stability and erosion resistance. A top plate 4 is installed on the rear side of the reinforcement mechanism 2, connecting it to the upper structure. A partition mechanism 3 is installed on the top of the top plate 4 to functionally divide the top area of ​​the slope 1. The reinforcement mechanism 2 includes boulders 201, serving as the reinforcement foundation and providing bottom support. The rear side of the boulders 201 is fixedly connected to the bottom front side of the slope 1, enhancing the connection stability with the slope 1. The top rear side of 1 is fixedly connected to sand backfill 202 for filling and adjusting the slope. The inner top rear end of the boulders 201 is fixedly connected to clay backfill 203. The top of the boulders 201 is fixedly connected to a concrete foot groove 204 to provide an installation foundation and support for subsequent components. The inside of the concrete foot groove 204 is rotatably connected to a pivot 205, allowing the frame 206 to rotate flexibly to adapt to different slopes. The outer wall of the pivot 205 is fixedly connected to the frame 206 for bearing and fixing the protective layer. The inner bottom of the frame 206 is fixedly connected to a medium-coarse sand layer 207, which can serve as a filter and drainage. The top of the medium-coarse sand layer 207 is fixedly connected to... A gravel layer 208 is attached to further enhance drainage and protection capabilities. A hexagonal block layer 209 is fixedly connected to the top of the gravel layer 208, providing erosion resistance and slope protection. A concrete capping 210 is rotatably connected to the top of the frame 206 to fix the angle of the frame 206 and enhance top stability. A turf slope protection 211 is fixedly connected to the top of the clay backfill 203, which reinforces the slope and beautifies the environment through the vegetation root system. A limit component 212 is provided on the right side of the pivot 205 to lock the rotation angle of the frame 206. A fixing component 213 is provided on the front side of the concrete foot groove 204 to securely connect the reinforcement mechanism 2 to the ground. Next, the limiting component 212 includes a limiting disc 2121, which rotates with the rotating shaft 205 and provides an angle adjustment base. The left side of the limiting disc 2121 is fixedly connected to the right end of the rotating shaft 205 to achieve synchronous rotation with the rotating shaft 205. The right side of the concrete foot groove 204 is provided with multiple limiting holes 2122 to provide different angle limiting positions. The top right side of the limiting disc 2121 is slidably connected to a limiter 2123. By inserting it into the limiting hole 2122, the angle of the rotating shaft 205 is locked. The left end of the limiter 2123 passes through the limiting disc 2121 and is slidably connected to the interior of the corresponding limiting hole 2122 to complete the angle locking function.

[0040] Specifically, when implementing the slope reinforcement and hazard mitigation, if there is silt in the base before backfilling, it is necessary to first use boulders 201 to squeeze out the silt before backfilling. The boulders 201 should be tightly fixed to the bottom front side of the slope 1. Then, sand backfill 202 should be filled behind the top of the boulders 201, and a concrete footing trough 204 should be poured on top, forming a rotating connection. First, a medium-coarse sand layer 207 should be laid at the bottom inner side of the frame 206, and compaction should be performed to ensure density. Then, a gravel layer 208 should be laid on top of the medium-coarse sand layer 207, and compaction should be performed in the same way. Finally, a hexagonal block layer 209 should be laid on top of the gravel layer 208. During the laying of each layer, attention should be paid to flatness and connection. After the protective layer is laid, the concrete capping 210 should be installed and rotated to the top of the frame 206. Simultaneously, on the blocks... Clay backfill 203 is constructed on the sand backfill 202 on the back side of the top of the stone 201. After the clay backfill 203 is completed, turf slope protection 211 is laid on top of it to further reinforce the slope through the root system of the turf. For the installation of the limiting component 212, the limiting disc 2121 is fixed to the right end of the rotating shaft 205. Multiple limiting holes 2122 are opened at the corresponding position on the right side of the concrete foot groove 204. Then, the limiting device 2123 is slidably connected to the top right side of the limiting disc 2121. When it is necessary to adjust the angle of the frame 206, the limiting device 2123 is pulled out first, the rotating shaft 205 is rotated to drive the frame 206 to the appropriate angle, and then the limiting device 2123 is inserted into the corresponding limiting hole 2122 to complete the angle locking and provide reliable reinforcement and protection for the slope 1.

[0041] Reference Figure 2 and Figure 5The partition mechanism 3 includes two horizontal plates 301, which provide a base for the installation and support of the partition plate 303. The bottoms of the two horizontal plates 301 are fixedly connected to the top plate 4 and the top of the slope 1, respectively, to achieve a stable connection with the overall structure. Each of the two horizontal plates 301 has a sliding groove 302 on an adjacent side, providing a track for the sliding of the partition plate 303. The left and right sides of the two adjacent horizontal plates 301 are slidably connected to the partition plate 303, which is used to divide the top of the slope 1 into different functional areas. The front and rear sides of the two partition plates 303 are fixedly connected to cylinders 304, which provide installation positions for rollers 305 and assist the sliding of the partition plate 303. One end of each of the cylinders 304 is fixedly connected to a roller 305 to reduce the friction when the partition plate 303 slides. The outer sides of the rollers 305 are respectively rolledly connected to the inside of the corresponding sliding groove 302, so that the partition plate 303 can move flexibly. The slides smoothly. Each of the two horizontal plates 301 has an adjustment assembly 306 at its top for fixing the position of the partition plate 303. The adjustment assembly 306 includes multiple adjustment plates 3061, providing a mounting base for the adjustment bolts 3063 and connecting them to the partition plate 303. The bottoms of the multiple adjustment plates 3061 are respectively fixedly connected to the front and rear ends of the top of the two partition plates 303, realizing the connection between the adjustment assembly 306 and the partition plate 303. Multiple adjustment holes 3062 are equidistantly provided at the top of each of the two horizontal plates 301, providing fixing points for the adjustment bolts 3063. Adjustment bolts 3063 are rotatably connected to the top of each of the multiple adjustment plates 3061, allowing for fixing or loosening operations through rotation. The bottom ends of the multiple adjustment bolts 3063 penetrate the top of the adjustment plates 3061 and are threaded into the corresponding adjustment holes 3062, firmly fixing the partition plate 303 in the designated position.

[0042] Specifically, two horizontal plates 301 are fixed to the top of the top plate 4 and the top of the slope 1, respectively. After fixing the horizontal plates 301, a sliding groove 302 is precisely opened on their adjacent sides to ensure the flatness and dimensional accuracy of the groove. Then, a partition plate 303 is installed. A cylinder 304 is pre-fixed on the front and rear sides of the two partition plates 303. A roller 305 is installed on one end of the cylinder 304 so that the outer side of the roller 305 fits against the inside of the sliding groove 302. Through a rolling connection, the partition plate 303 can slide in the adjacent space of the two horizontal plates 301. The position is adjusted according to actual needs to complete the initial division of the top area of ​​the slope 1. Multiple adjusting plates 3061 are fixed to the two partition plates respectively. To ensure a secure connection, multiple adjustment holes 3062 are equidistantly opened at the top of the horizontal plate 301. This ensures that the adjustment holes 3062 and the adjustment plate 3061 are precisely aligned. The adjustment bolts 3063 are rotatably connected to the top of the adjustment plate 3061. When the partition plate 303 slides to the desired position, the bottom end of the adjustment bolts 3063 is rotated through the adjustment plate 3061 and screwed into the corresponding adjustment holes 3062. As the adjustment bolts 3063 are tightened, the adjustment plate 3061 and the horizontal plate 301 fit tightly together, thereby fixing the partition plate 303 and preventing it from shifting during use.

[0043] Reference Figure 4 The fixing component 213 includes multiple fixing plates 2131, which provide an installation carrier and support foundation for the fixing posts 2132. The rear sides of the multiple fixing plates 2131 are fixedly connected to the front side of the concrete foot groove 204, so as to achieve a stable connection between the fixing component 213 and the concrete foot groove 204. The top of the multiple fixing plates 2131 is slidably connected to the fixing posts 2132, so that the position of the fixing posts 2132 can be adjusted according to actual needs. The bottom end of the multiple fixing posts 2132 passes through the top of the fixing plates 2131 and is fixedly connected to the plugs 2133. The plugs 2133 are inserted into the foundation to firmly fix the concrete foot groove 204 to the ground.

[0044] Specifically, the working principle of the fixing component 213 is based on the coordinated operation of the fixing plate 2131, the fixing post 2132, and the plug 2133. During construction, multiple fixing plates 2131 are first tightly fixed to the front side of the concrete foot groove 204 to provide an installation base for the fixing component 213 and distribute the overall force. Then, the top of the fixing post 2132 is slidably connected to the top of the fixing plate 2131, so that the fixing post 2132 can move laterally along the top of the fixing plate 2131. This facilitates the adjustment of the position according to the actual terrain and reinforcement requirements. After the fixed position is determined, the fixing post 2132 is pushed downwards. The plug 2133 fixed at its bottom end cuts into the foundation with its sharp structure. As the fixing post 2132 is continuously pressed down, the plug 2133 generates strong friction and biting force between itself and the foundation, firmly anchoring the fixing post 2132.

[0045] Reference Figure 1 , Figure 2 and Figure 3 The front side of the top plate 4 is fixedly connected to the rear side of the concrete capping 210, achieving a stable connection between the top of the reinforcement mechanism 2 and the top plate 4, enhancing the overall structural integrity. The bottom of the top plate 4 is in contact with the top of the sand backfill 202, distributing the load above and preventing excessive local stress on the sand backfill 202. Guide grooves 5 are provided on opposite sides of the interior of the two horizontal plates 301, providing a sliding track for the guide blocks 6, ensuring that the partition plate 303 does not shift when moving. Guide blocks 6 are fixedly connected to one end of each of the multiple cylinders 304, cooperating with the guide grooves 5 to guide... The partition plate 303 slides smoothly in a predetermined direction. The multiple guide grooves 5 are respectively slidably connected to the interior of the corresponding guide blocks 6, which restricts the movement trajectory of the partition plate 303 and improves the stability of the partition mechanism 3. The outer walls of the hexagonal block layer 209 and the pebbles layer 208 are slidably connected to the interior of the frame 206, which facilitates the installation and removal of the hexagonal block layer 209 and the pebbles layer 208. The inner dimensions of the hexagonal block layer 209 and the pebbles layer 208 are matched with those of the frame 206 to ensure that the layers fit tightly together, so that the protective layers can work together to bear the force and improve the reinforcement effect.

[0046] Specifically, the concrete capping 210 at the top of the reinforcement mechanism 2 is securely connected to the upper partition mechanism 3 to enhance the longitudinal integrity of the slope structure. By closely adhering to the sand backfill 202, the pressure of the upper structure can be evenly distributed to avoid excessive local stress. At the same time, it provides a flat bearing surface for the top of the slope 1. The guide block 6 slides in the guide groove 5 to prevent the partition plate 303 from shifting or shaking, ensuring its stable movement trajectory. The size fit ensures seamless connection between the layers, forming a continuous and uniform protective structure that effectively resists water erosion and slope soil sliding. At the same time, the medium-coarse sand layer 207, the gravel layer 208, and the hexagonal block layer 209 can work together to bear the external force when under stress.

[0047] Working principle: When using this slope reinforcement structure, if there is silt in the base before backfilling, it is necessary to first use boulders 201 to squeeze out the silt before backfilling. The boulders 201 are fixed at the bottom front side of the slope 1 to provide basic support. The sand backfill 202 on the top and back side of the boulders 201 and the concrete footing 204 on top further enhance the stability of the bottom. The clay backfill 203 on the top and back side of the boulders 201 and the turf slope protection 211 above them stabilize the soil through the root system of the vegetation, reducing soil erosion on the slope. The rotating shaft 205 in the concrete footing 204 is connected to the frame 206, allowing the frame 206 to rotate. The inner side of the frame 206 is arranged from bottom to top as a medium-coarse sand layer 207, a gravel layer 208, and a hexagonal block layer 209, forming a multi-layer permeable protection structure that can both drain water and reduce water pressure on the slope and resist water erosion. The concrete capping 210 on the top of the frame 206 is rotatably connected to the frame 206, and the angle can be adjusted and compacted as needed. In the upper structure, the limiting component 212 on the right side of the rotating shaft 205 ensures the stability of the angle of the frame 206. The limiting disc 2121 is fixed to the right end of the rotating shaft 205 and rotates with the rotating shaft 205. The limiting hole 2122 on the right side of the concrete foot groove 204 provides multiple angle positions. The sliding limiter 2123 passes through the limiting disc 2121 and is inserted into the corresponding limiting hole 2122 to lock the tilt angle of the frame 206. The fixing component 213 on the front side of the concrete foot groove 204 ensures that the entire reinforcement mechanism 2 is stably connected to the foundation. Multiple fixing plates 2131 are fixed to the front side of the concrete foot groove 204. The fixed plug 2132 slidably connected at the top can be adjusted as needed. The bottom plug 2133 is sharp and strong. It is inserted into the foundation and uses the friction and biting force with the foundation to firmly anchor the concrete foot groove 204 to prevent the reinforcement mechanism 2 from shifting or sliding, thereby achieving comprehensive and reliable reinforcement of the slope 1.

[0048] Furthermore, two horizontal plates 301 are fixed to the top plate 4 and the top of the slope 1 respectively, serving as the basic frame of the partition mechanism 3. The sliding groove 302 opened on the adjacent side provides a guide track for the movement of the partition plate 303. The two partition plates 303 are slidably connected to the horizontal plates 301 on the left and right sides. The cylinders 304 and end rollers 305 fixed on their front and rear sides make the partition plate 303 roll more smoothly in the sliding groove 302, reducing frictional resistance and easily pushing the partition plate 303 to slide along the horizontal plate 301 to adjust the partition position and realize the rapid division of the top area of ​​the slope 1. When the partition plate 303 slides to the target position, the adjusting bolt 3063 on the top of the adjusting plate 3061 is rotated so that its bottom end passes through the adjusting plate 3061 and is threadedly connected to the corresponding adjusting hole 3062. As the adjusting bolt 3063 is continuously screwed into the adjusting hole 3062, the partition plate 303 is firmly fixed to prevent it from being displaced due to external forces during use, ensuring the stability of the partition structure.

[0049] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A slope structure for risk mitigation and reinforcement, including a slope (1), characterized in that: A reinforcement mechanism (2) is provided on the front side of the slope (1), a top plate (4) is provided on the rear side of the reinforcement mechanism (2), and a partition mechanism (3) is provided on the top of the top plate (4). The reinforcement mechanism (2) includes a boulder (201), the rear side of which is fixedly connected to the bottom front side of the slope (1). A sand backfill (202) is fixedly connected to the rear top of the boulder (201). A clay backfill (203) is fixedly connected to the rear end of the inner top of the boulder (201). A concrete foot groove (204) is fixedly connected to the top of the boulder (201). A rotating shaft (205) is rotatably connected inside the concrete foot groove (204). A frame (206) is fixedly connected to the outer wall of the rotating shaft (205). A medium-coarse sand layer (207) is fixedly connected to the bottom inner side of (206), a gravel layer (208) is fixedly connected to the top of the medium-coarse sand layer (207), a hexagonal block layer (209) is fixedly connected to the top of the gravel layer (208), a concrete capping (210) is rotatably connected to the top of the frame (206), a turf slope protection (211) is fixedly connected to the top of the clay backfill (203), a limit component (212) is provided on the right side of the rotating shaft (205), and a fixing component (213) is provided on the front side of the concrete foot groove (204).

2. The slope reinforcement structure according to claim 1, characterized in that: The separating mechanism (3) includes two horizontal plates (301). The bottom of the two horizontal plates (301) is fixedly connected to the top of the top plate (4) and the top of the slope (1), respectively. Sliding grooves (302) are provided on the adjacent side of the two horizontal plates (301). Separating plates (303) are slidably connected to the left and right sides of the adjacent two horizontal plates (301). Cylinders (304) are fixedly connected to the front and rear sides of the two separating plates (303). Rollers (305) are fixedly connected to one end of the plurality of cylinders (304). The outer sides of the plurality of rollers (305) are respectively tumblingly connected to the interior of the corresponding sliding grooves (302). Adjusting components (306) are provided on the top of the two horizontal plates (301).

3. The slope reinforcement structure according to claim 1, characterized in that: The limiting component (212) includes a limiting disc (2121). The left side of the limiting disc (2121) is fixedly connected to the right end of the rotating shaft (205). The right side of the concrete foot groove (204) is provided with multiple limiting holes (2122). The top right side of the limiting disc (2121) is slidably connected to a limiter (2123). The left end of the limiter (2123) passes through the limiting disc (2121) and is slidably connected to the interior of the corresponding limiting hole (2122).

4. The slope reinforcement structure according to claim 1, characterized in that: The fixing component (213) includes multiple fixing plates (2131), the rear sides of the multiple fixing plates (2131) are fixedly connected to the front side of the concrete foot groove (204), the top of the multiple fixing plates (2131) are slidably connected to fixing posts (2132), and the bottom ends of the multiple fixing posts (2132) penetrate the top of the fixing plates (2131) and are fixedly connected to plugs (2133).

5. The slope reinforcement structure according to claim 2, characterized in that: The adjustment assembly (306) includes multiple adjustment plates (3061). The bottoms of the multiple adjustment plates (3061) are respectively fixedly connected to the front and rear ends of the top of two partition plates (303). Multiple adjustment holes (3062) are equally spaced on the top of the two partition plates (301). Adjustment bolts (3063) are rotatably connected to the top of the multiple adjustment plates (3061). The bottom ends of the multiple adjustment bolts (3063) penetrate the top of the adjustment plate (3061) and are threadedly connected to the corresponding adjustment hole (3062).

6. The slope reinforcement structure according to claim 1, characterized in that: The front side of the top plate (4) is fixedly connected to the rear side of the concrete capping (210), and the bottom of the top plate (4) is in contact with the top of the sand backfill (202).

7. The slope reinforcement structure according to claim 2, characterized in that: The interior of the two horizontal plates (301) is provided with guide grooves (5) on opposite sides, and one end of each of the multiple cylinders (304) is fixedly connected to a guide block (6). The multiple guide grooves (5) are slidably connected to the interior of the corresponding guide block (6).

8. The slope reinforcement structure according to claim 1, characterized in that: The outer walls of the hexagonal block layer (209) and the melon stone layer (208) are slidably connected to the inside of the frame (206), and the inner dimensions of the hexagonal block layer (209), the melon stone layer (208) and the frame (206) are matched.

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