A box type fabricated reinforcing structure
The innovative design of the box-type prefabricated reinforcement structure solves the problem of easy failure of nodes in prefabricated reinforcement structures under complex working conditions, and achieves high rigidity connection, improved bending and shear resistance and enhanced structural stability, ensuring construction efficiency and environmental protection.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- ZHEJIANG SCI RES INST OF TRANSPORT
- Filing Date
- 2025-09-10
- Publication Date
- 2026-06-05
AI Technical Summary
Existing prefabricated reinforced structures are prone to node failure under complex working conditions, leading to a decline in overall structural performance.
The system adopts a box-type prefabricated reinforcement structure, which enables rapid assembly through the synergistic effect of snap-fit grooves, snap-fit plates, U-shaped frames and reinforcing bolts. The combination of steel plates and carbon fiber mesh layers provides high strength bending and shear resistance, the support components distribute the load, the sealing components prevent water vapor leakage, the irrigation components improve the survival rate of vegetation, the stabilizing components enhance the stability of the connecting frame, and the fixing components prevent landslides.
It improves the rigidity of connection nodes and the stability of the overall structure, enhances bending and shear resistance, reduces stress concentration, improves vegetation survival rate and soil compaction, prevents landslides, and optimizes construction efficiency.
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Figure CN120906163B_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the technical field of slope protection, specifically to a box-type prefabricated reinforcement structure. Background Technology
[0002] Highway engineering is a key area of national infrastructure construction. Slope stability has always been a critical challenge affecting the safety and durability of projects. As highway networks extend into complex terrains, the number of high-fill and deep-cut sections increases, exacerbating the risk of slope instability. Currently, the cast-in-place concrete frame beam technology widely used in highway slope reinforcement has significant limitations: long construction cycles requiring on-site formwork, pouring, and curing, severely impacting project progress; significant susceptibility to weather conditions, with construction impossible during rain, snow, and freezing weather; structural integrity dependent on on-site construction quality, making quality control difficult; substantial material waste, generating large amounts of construction waste on-site; and poor adaptability to complex terrain, making standardized construction difficult. As highway construction in my country extends into mountainous and hilly areas with complex geological conditions, slope height and gradient are constantly increasing. Traditional cast-in-place frame beams can no longer meet the demands of modern engineering in terms of construction efficiency, quality control, rapid emergency response, and environmental protection. Therefore, there is an urgent need to develop a new type of prefabricated structure that, through factory prefabrication and on-site assembly, addresses the shortcomings of traditional technologies, achieving rapid construction, controllable quality, and environmentally friendly slope reinforcement, providing a more efficient and reliable solution for highway slope engineering.
[0003] Prefabricated structure reinforcement technology effectively avoids the shortcomings of traditional cast-in-place structures. After the structural design is completed, components are prefabricated in the factory to ensure curing effectiveness and component quality. On-site hoisting and installation are then possible, effectively shortening the construction period and providing rapid slope support to prevent slope instability accidents during construction. When existing slope grid beams develop problems, prefabricated components can be used for rapid replacement and treatment, achieving rapid slope repair. Prefabricated structures are composed of multiple modules, and the joints are often weak points. Uneven stress and stiffness distribution may occur between structural units, leading to local overload or deformation.
[0004] In existing technologies, reinforced structures are often assembled using simple mortise and tenon joints, which results in the following drawbacks: no supporting structures are provided between the reinforced structures, and the joints are prone to failure under complex conditions such as earthquakes, slippage, and scour, leading to a decline in the overall structural performance. Summary of the Invention
[0005] The purpose of this invention is to provide a box-type prefabricated reinforcement structure to solve the problem that without supporting structures between reinforcement structures, nodes are prone to failure under complex working conditions such as earthquakes, slippage, and scour, leading to a decline in the overall structural performance.
[0006] To achieve the above-mentioned objectives, the present invention adopts the following technical solution: a box-type assembled reinforcement structure, including a connecting frame, wherein the connecting frame is provided with an assembly component, a bending-resistant component, a support component, a sealing component, a pouring component, a stabilizing component, and a fixing component;
[0007] The assembly includes several snap-fit slots formed at the ends of the connecting frame, with four snap-fit slots forming a group. Several first snap-fit plates are fixed to the other end of the connecting frame, each with two limiting holes. Several second snap-fit plates are fixed to the other end of the connecting frame. Both the first and second snap-fit plates are inserted into the snap-fit slots. Each second snap-fit plate has two positioning holes. Several connecting holes are formed on the outer wall of the connecting frame, with the limiting holes corresponding to the connecting holes and communicating with the snap-fit slots. Several threaded holes are formed on the top surface of the connecting frame, with the positioning holes corresponding to the threaded holes and communicating with the snap-fit slots. A U-shaped frame is inserted into the inner wall of each connecting hole, and the U-shaped frame has several snap-fit holes. Reinforcing bolts are threaded into the inner walls of the threaded holes. Anchor bolt holes are provided on the top surface of the connecting frame within the snap-fit hole. Anti-bending components for bending of the first and second snap-fit plates are provided within the first and second snap-fit plates. Support components for supporting the connecting frame are provided on the connecting frame. Waterproof sealing components are provided at the ends of the connecting frame. Irrigation components for watering vegetation are provided inside the connecting frame. A stabilizing component for reinforcing the connection of the connecting frame is provided on the bottom surface of the connecting frame. A fixing component for fixing the protective net is provided on the top surface of the connecting frame. During assembly, multiple connecting frames are first placed on a slope, ensuring that the first and second snap-fit plates between the connecting frames correspond to the snap-fit grooves. Then, the first and second snap-fit plates are inserted into the snap-fit grooves. Next, the U-shaped frame is inserted into the connecting hole. Finally, reinforcing bolts are threaded into the threaded holes. Repeating the above steps allows multiple connecting frames to be assembled together.
[0008] Through the above technical solution, the synergistic effect of the snap-fit groove, the first snap-fit plate, the second snap-fit plate, the U-shaped frame, and the reinforcing bolts achieves the initial alignment accuracy during rapid assembly of the connecting frames, forming a multi-level force transmission path between the connecting nodes. Horizontal loads are directly transmitted through the contact surface between the first and second snap-fit plates, while the U-shaped frame wraps around the connecting frame, the first snap-fit plate, and the second snap-fit plate. The pre-tightening force of the reinforcing bolts forms a rigid node, effectively improving the rigidity between the connecting nodes and thus enhancing the stability of the overall reinforced structure.
[0009] Preferably, the bending-resistant component includes a plurality of steel plates embedded in a first snap-fit plate and a second snap-fit plate, the outer wall of the steel plates being covered with a carbon fiber mesh layer.
[0010] Through the above technical solution, the synergistic effect of steel plate and carbon fiber mesh layer can provide high strength bending and shear resistance, effectively bear the large direct load in the node area, and effectively prevent the crack propagation of steel plate under cyclic load, thereby improving the service life of the first snap plate, the second snap plate and the steel plate.
[0011] Preferably, the support assembly includes several support plates fixed to the inner wall of the connecting frame. The support plates have strip-shaped holes, and the four corners of the outer wall of the support plates have inclined surfaces. The inclined surfaces form triangles with the four corners of the inner wall of the connecting frame. Several support blocks are fixed to the outer wall of the connecting frame.
[0012] Through the above technical solution, the concentrated load borne by the support plate can be decomposed into axial force and lateral force by the inclined plane. The force is transferred to the entire connecting frame through the concrete or steel in the triangular area (similar to the "arch effect"). With the cooperation of the support blocks, the effective height of the shear section of the connecting frame can be increased (increasing the moment of inertia), thereby reducing the stress concentration at the connection of the connecting frame.
[0013] Preferably, the sealing assembly includes two receiving grooves formed at one end of the connecting frame, and an expansion strip is fixed to the inner wall of the receiving groove.
[0014] The above technical solution allows the expansion strip to expand upon contact with water, automatically filling tiny gaps between the connecting frames and blocking water vapor leakage paths. At the same time, the radial pressure generated after expansion can counteract joint deformation caused by soil pressure fluctuations.
[0015] Preferably, the sealing assembly further includes a plurality of rubber pads fixed to the ends of the first snap-fit plate and the second snap-fit plate, the rubber pads being in contact with the inner wall of the snap-fit groove.
[0016] Through the above technical solution, the rubber pad can provide a buffer space for the force between the connecting frames, which can buffer the vibration force generated between the connecting frames and effectively prevent deformation caused by hard contact between the first snap plate, the second snap plate and the snap groove, thereby improving the practicality of the rubber pad.
[0017] Preferably, the irrigation assembly includes a plurality of water outlet holes formed on the outer wall of the connecting frame, two connecting pipes are provided on the inner wall of the connecting frame, two branch pipes are connected to the outer wall of the connecting pipes, and water outlet pipes are connected to the branch pipes and connected to the water outlet holes.
[0018] Through the above technical solution, the water source can be irrigated into the grid between the connecting frames through the outlet pipe by the synergistic effect of the connecting pipe and the branch pipe. This can effectively irrigate the vegetation in the grid, increase the survival rate of the vegetation, and enable the roots of the vegetation to firmly grasp the soil, thereby increasing the compactness of the soil.
[0019] Preferably, the stabilizing component includes a load-bearing plate fixed to the bottom surface of the connecting frame, and a plurality of fixing cones are fixed to the bottom surface of the load-bearing plate.
[0020] By inserting the fixed cone into the soil layer, the stability of the load-bearing plate and connecting frame can be increased, effectively increasing the gripping capacity of the load-bearing plate and connecting frame, thereby reducing the working load of the anchor rod and ensuring the working efficiency of the overall reinforcement structure.
[0021] Preferably, the fixing component includes a plurality of fixing columns fixed to the top surface of the connecting frame, and the outer wall of the fixing columns is provided with a limiting groove.
[0022] Through the above technical solution, the protective net can be fixed and limited by the synergistic effect of the fixed column and the limiting groove. Under the dual action of the connecting frame and the protective net, the slope can be stably reinforced and protected, effectively preventing landslides and thus improving the stability of the connecting frame and the protective net.
[0023] Compared with existing technologies, the box-type prefabricated reinforcement structure that adopts the above technical solution has the following beneficial effects:
[0024] 1. Through the synergistic action of the snap-fit groove, the first snap-fit plate, the second snap-fit plate, the U-shaped frame, and the reinforcing bolts, the initial alignment accuracy during rapid assembly of the connecting frames is achieved, forming a multi-level force transmission path between the connecting nodes. Horizontal loads are directly transmitted through the contact surface between the first and second snap-fit plates, while the U-shaped frame wraps around the connecting frame, the first snap-fit plate, and the second snap-fit plate. The pre-tightening force of the reinforcing bolts forms a rigid node, effectively improving the rigidity between the connecting nodes, thereby improving the stability of the overall reinforced structure.
[0025] Second, through the synergistic effect of the steel plate and carbon fiber mesh layer, high-strength bending and shear resistance can be provided, effectively bearing the large direct load in the joint area. This effectively prevents crack propagation in the steel plate under cyclic loading, thereby improving the service life of the first and second clamping plates and the steel plate itself. The inclined plane decomposes the concentrated load borne by the support plate into axial and lateral forces, which are then transferred to the entire connecting frame through the compressive force of the concrete or steel in the triangular area (similar to an "arch effect"). With the cooperation of the support blocks, the effective height of the shear section of the connecting frame can be increased (increasing the moment of inertia), thus reducing stress concentration at the connection points.
[0026] Third, the expanding rubber strips expand upon contact with water, automatically filling tiny gaps between the connecting frames and blocking moisture leakage paths. Simultaneously, the radial pressure generated after expansion counteracts joint deformation caused by soil pressure fluctuations. Rubber pads provide a buffer space between the connecting frames, cushioning vibrations and effectively preventing deformation caused by rigid contact between the first and second clamping plates and the clamping grooves, thus improving the practicality of the rubber pads. Through the coordinated action of the connecting pipes and branch pipes, water can be irrigated into the grid between the connecting frames via the outlet pipes, effectively irrigating the vegetation within the grid, increasing vegetation survival rates, and allowing the plant roots to firmly grip the soil, thereby increasing soil compaction.
[0027] Fourth, inserting the fixed cone into the soil layer increases the stability of the load-bearing plate and connecting frame, effectively increasing their gripping capacity and reducing the workload of the anchor bolts, thereby ensuring the overall efficiency of the reinforcement structure. Through the synergistic action of the fixed column and the limiting groove, the protective netting can be fixed and limited, allowing the slope to be stably reinforced and protected under the dual action of the connecting frame and the protective netting, effectively preventing landslides and improving the stability of the connecting frame and the protective netting. Attached Figure Description
[0028] Figure 1 This is a three-dimensional schematic diagram of an embodiment;
[0029] Figure 2 This is an exploded three-dimensional schematic diagram of an embodiment;
[0030] Figure 3 These are schematic diagrams showing the various shapes of the connecting frame in the embodiment;
[0031] Figure 4 This is an exploded view of the U-shaped frame and the fixed column in the embodiment;
[0032] Figure 5 This is an exploded view of the load-bearing plate and support block in the embodiment;
[0033] Figure 6 for Figure 2 Enlarged schematic diagram of a local structure at point A;
[0034] Figure 7 for Figure 5 Enlarged schematic diagram of the local structure at point B.
[0035] In the diagram: 1. Connecting frame; 101. Snap-fit groove; 102. First snap-fit plate; 103. Limiting hole; 104. Second snap-fit plate; 105. Positioning hole; 106. Connecting hole; 107. Threaded hole; 108. U-shaped frame; 109. Snap-fit hole; 110. Reinforcing bolt; 111. Anchor bolt hole; 2. Steel plate; 201. Carbon fiber mesh layer; 3. Support plate; 301. Strip hole; 303. Support block; 302. Inclined surface; 4. Receiving groove; 401. Expansion strip; 402. Rubber pad; 5. Water outlet; 501. Connecting pipe; 502. Branch pipe; 503. Water outlet pipe; 6. Load-bearing plate; 601. Fixing cone; 7. Fixing column; 701. Limiting groove. Detailed Implementation
[0036] The preferred embodiments of the present invention will now be described in detail with reference to the accompanying drawings.
[0037] like Figures 1-7 As shown, a box-type prefabricated reinforcement structure includes a connecting frame 1, on which assembly components, bending resistance components, support components, sealing components, pouring components, stabilizing components and fixing components are provided;
[0038] The assembly assembly includes several snap-fit slots 101 formed at one end of the connecting frame 1, with four snap-fit slots 101 forming a group. Several first snap-fit plates 102 are fixed to the other end of the connecting frame 1. Each first snap-fit plate 102 has two limiting holes 103. Several second snap-fit plates 104 are fixed to the other end of the connecting frame 1. Both the first snap-fit plates 102 and the second snap-fit plates 104 are inserted into the snap-fit slots 101. Each second snap-fit plate 104 has two positioning holes 105. The outer wall of the connecting frame 1 is... The connecting frame 1 has several connecting holes 106, with corresponding limiting holes 103. The connecting holes 106 are connected to the snap-fit grooves 101. Several threaded holes 107 are provided on the top surface of the connecting frame 1. Positioning holes 105 are corresponding to the threaded holes 107, which are connected to the snap-fit grooves 101. A U-shaped frame 108 is inserted into the inner wall of the connecting holes 106. Several snap-fit holes 109 are provided on the U-shaped frame 108. Reinforcing bolts 110 are threaded onto the inner wall of the threaded holes 107. 10 is inserted into the snap-fit hole 109. An anchor bolt hole 111 is opened on the top surface of the connecting frame 1. The first snap-fit plate 102 and the second snap-fit plate 104 are provided with anti-bending components for bending of the first snap-fit plate 102 and the second snap-fit plate 104. The connecting frame 1 is provided with a support component for supporting the connecting frame 1. The end of the connecting frame 1 is provided with a waterproof sealing component. The connecting frame 1 is provided with a watering component for watering vegetation. The bottom surface of the connecting frame 1 is provided with a stabilizing component to reinforce the connection of the connecting frame 1. The top of the connecting frame 1... The fixed assembly with a fixed protective net is assembled by first placing multiple connecting brackets 1 on a slope, so that the first snap-fit plate 102 and the second snap-fit plate 104 between the connecting brackets 1 correspond to the snap-fit groove 101. Then, the first snap-fit plate 102 and the second snap-fit plate 104 are inserted into the snap-fit groove 101. Then, the U-shaped bracket 108 is inserted into the connecting hole 106. Then, the reinforcing bolt 110 is threaded into the threaded hole 107. The above steps are repeated to assemble multiple connecting brackets 1 together.
[0039] In use, the synergistic effect of the snap-fit groove 101, the first snap-fit plate 102, the second snap-fit plate 104, the U-shaped frame 108, and the reinforcing bolts 110 achieves the initial alignment accuracy during rapid assembly of the connecting frames 1, forming a multi-level force transmission path between the connecting nodes. Horizontal loads are directly transmitted through the contact surface between the first snap-fit plate 102 and the second snap-fit plate 104, while the U-shaped frame 108 wraps around the connecting frame 1, the first snap-fit plate 102, and the second snap-fit plate 104, forming a rigid node through the pre-tightening force of the reinforcing bolts 110, effectively improving the rigidity between the connecting nodes, thereby improving the stability of the overall reinforced structure.
[0040] like Figures 1-7As shown, the bending-resistant component includes several steel plates 2 embedded in the first snap-fit plate 102 and the second snap-fit plate 104. The outer wall of the steel plate 2 is covered with a carbon fiber mesh layer 201. The support component includes several support plates 3 fixed to the inner wall of the connecting frame 1. The support plates 3 have strip holes 301. The four corners of the outer wall of the support plate 3 are provided with inclined surfaces 302. The inclined surfaces 302 and the four corners of the inner wall of the connecting frame 1 form a triangle. Several support blocks 303 are fixed to the outer wall of the connecting frame 1.
[0041] In use, the synergistic effect of steel plate 2 and carbon fiber mesh layer 201 provides high-strength bending and shear resistance, effectively bearing the large direct load in the node area. It can effectively prevent crack propagation in steel plate 2 under cyclic loading, thereby improving the service life of the first snap-fit plate 102, the second snap-fit plate 104, and steel plate 2. The inclined surface 302 can decompose the concentrated load borne by the support plate 3 into axial and lateral forces, which are transferred to the entire connecting frame 1 through the concrete or steel in the triangular area under pressure (similar to the "arch effect"). With the cooperation of the support block 303, the effective height of the shear section of the connecting frame 1 can be increased (increasing the moment of inertia), thereby reducing stress concentration at the connection of the connecting frame 1.
[0042] like Figures 1-7 As shown, the sealing assembly includes two receiving grooves 4 opened at one end of the connecting frame 1. An expansion strip 401 is fixed to the inner wall of the receiving groove 4. The sealing assembly also includes several rubber pads 402 fixed to the ends of the first snap plate 102 and the second snap plate 104. The rubber pads 402 are in contact with the inner wall of the snap groove 101.
[0043] During use, the expansion strip 401 expands upon contact with water, automatically filling the tiny gaps between the connecting frames 1 and blocking the path of water vapor leakage. Simultaneously, the radial pressure generated after expansion counteracts joint deformation caused by soil pressure fluctuations. The rubber pad 402 provides a buffer space between the connecting frames 1, cushioning the vibrations generated between them and effectively preventing deformation caused by rigid contact between the first snap-fit plate 102, the second snap-fit plate 104, and the snap-fit groove 101, thus improving the practicality of the rubber pad 402.
[0044] like Figures 1-7 As shown, the irrigation assembly includes several water outlet holes 5 opened on the outer wall of the connecting frame 1. The inner wall of the connecting frame 1 is provided with two connecting pipes 501. The outer wall of the connecting pipes 501 is connected to two branch pipes 502. The branch pipes 502 are connected to water outlet pipes 503, which are connected to the water outlet holes 5.
[0045] In use, through the synergistic effect of connecting pipe 501 and branch pipe 502, water can be irrigated into the grid between connecting frames 1 through water outlet pipe 503, which can effectively irrigate the vegetation in the grid, increase the survival rate of vegetation, and enable the roots of vegetation to firmly grasp the soil, thereby increasing the compactness of the soil.
[0046] like Figure 1-7 As shown, the stabilizing component includes a load-bearing plate 6 fixed to the bottom surface of the connecting frame 1, and several fixing cones 601 fixed to the bottom surface of the load-bearing plate 6. The fixing component includes several fixing columns 7 fixed to the top surface of the connecting frame 1, and the outer wall of the fixing column 7 is provided with a limit groove 701.
[0047] In use, inserting the fixing cone 601 into the soil layer increases the stability of the load-bearing plate 6 and the connecting frame 1, effectively increasing their gripping capacity and reducing the workload of the anchor bolts, thereby ensuring the overall efficiency of the reinforcement structure. Through the synergistic action of the fixing column 7 and the limiting groove 701, the protective netting can be fixed and limited, allowing the slope to be stably reinforced and protected under the dual action of the connecting frame 1 and the protective netting, effectively preventing landslides and improving the stability of the connecting frame 1 and the protective netting.
[0048] Working principle: When slope reinforcement and protection are required, multiple connecting frames 1 can be placed on the slope first, and then multiple first snap-fit plates 102 and second snap-fit plates 104 can be snapped into the snap-fit grooves 101. Under the action of steel plate 2 and carbon fiber mesh layer 201, the bending and shear resistance of the first snap-fit plates 102 and second snap-fit plates 104 can be improved, effectively bearing the large direct load of the node area. The limiting hole 103 and positioning hole 105 correspond to the connecting hole 106 and threaded hole 107 respectively. Then, the U-shaped frame 108 can be inserted into the connecting hole 106. The U-shaped frame 108 will limit and fix the two first snap-fit plates 102. At the same time, two reinforcing bolts 110 are threaded into the threaded hole 107. The reinforcing bolts 110 will pass through the two positioning holes 105 and the snap-fit hole 109, thereby limiting and fixing the two second snap-fit plates 104 and the U-shaped frame 108. Repeat the above steps to assemble multiple connecting frames 1 together.
[0049] After the connecting frame 1 is assembled, the anchor device is inserted into the soil layer step by step along the preset anchor holes 111. The anchor tension prestress makes the connecting frame 1 fit tightly against the slope geological body, triggering the fixed cone 601 to embed into the matrix under the soil shear action, thus constructing a three-in-one stability enhancement mechanism of "frame-cone-soil", which effectively improves the overall pull-out resistance of the load-bearing plate 6 and the connecting frame 1, optimizes the axial force distribution of the anchor, and reduces its working load level.
[0050] At the same time, the protective net can be hung between multiple fixed posts 7 through the limiting groove 701 to protect the grid between the connecting frames 1 and effectively prevent soil loss. Finally, the connecting pipe 501 and the branch pipe 502 can irrigate the grid between the connecting frames 1 through the water outlet pipe 503, which can effectively irrigate the vegetation in the grid, increase the survival rate of the vegetation, and enable the roots of the vegetation to firmly grasp the soil, thereby increasing the compactness of the soil.
[0051] The above description is only a preferred embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Any equivalent substitutions or modifications made by those skilled in the art within the scope of the technology disclosed in the present invention, based on the technical solution and inventive concept of the present invention, should be covered within the scope of protection of the present invention.
Claims
1. A box-type assembled reinforcement structure, comprising a connecting frame (1), characterized in that, The connecting frame (1) is provided with an assembly component, a bending component, a support component, a sealing component, a pouring component, a stabilizing component, and a fixing component; The assembly component includes several snap-fit slots (101) formed at the ends of the connecting frame (1), wherein four snap-fit slots (101) form a group. Several first snap-fit plates (102) are fixed to the other end of the connecting frame (1). Two limiting holes (103) are formed on the first snap-fit plates (102). Several second snap-fit plates (104) are fixed to the other end of the connecting frame (1). Both the first snap-fit plates (102) and the second snap-fit plates (104) are inserted into the snap-fit slots (101). Two positioning holes (105) are formed on the second snap-fit plates (1). The outer wall of the connecting bracket (1) has several connecting holes (106), the limiting hole (103) corresponds to the connecting hole (106), the connecting hole (106) is connected to the snap-fit groove (101), the top surface of the connecting bracket (1) has several threaded holes (107), the positioning hole (105) corresponds to the threaded hole (107), the threaded hole (107) is connected to the snap-fit groove (101), the inner wall of the connecting hole (106) is fitted with a U-shaped bracket (108), the U-shaped bracket (108) has several snap-fit holes (109), and the inner wall of the threaded hole (107) is threaded with a reinforcing screw. A bolt (110) is inserted into a snap-fit hole (109). An anchor hole (111) is provided on the top surface of the connecting frame (1). Bending resistance components for bending of the first snap-fit plate (102) and the second snap-fit plate (104) are provided in the first snap-fit plate (102) and the second snap-fit plate (104). A support component for supporting the connecting frame (1) is provided on the connecting frame (1). A waterproof sealing component is provided at the end of the connecting frame (1). An irrigation component for irrigating vegetation is provided inside the connecting frame (1). A reinforcement connecting frame (1) is provided on the bottom surface of the connecting frame (1). The top surface of the connecting frame (1) is provided with a fixing component for fixing the protective net. During assembly, multiple connecting frames (1) are first placed on a slope so that the first snap-fit plate (102) and the second snap-fit plate (104) between the connecting frames (1) correspond to the snap-fit groove (101). Then, the first snap-fit plate (102) and the second snap-fit plate (104) are inserted into the snap-fit groove (101). Then, the U-shaped frame (108) is inserted into the connecting hole (106). Then, the reinforcing bolt (110) is threaded into the threaded hole (107). The above steps are repeated to assemble multiple connecting frames (1) together.
2. The box-type assembled reinforcement structure according to claim 1, characterized in that: The bending-resistant component includes several steel plates (2) embedded in the first snap-fit plate (102) and the second snap-fit plate (104), and the outer wall of the steel plates (2) is covered with a carbon fiber mesh layer (201).
3. The box-type assembled reinforcement structure according to claim 1, characterized in that: The support assembly includes several support plates (3) fixed to the inner wall of the connecting frame (1). The support plates (3) have strip holes (301). The four corners of the outer wall of the support plates (3) are provided with inclined surfaces (302). The inclined surfaces (302) and the four corners of the inner wall of the connecting frame (1) form a triangle. Several support blocks (303) are fixed to the outer wall of the connecting frame (1).
4. The box-type assembled reinforcement structure according to claim 3, characterized in that: The sealing assembly includes two receiving grooves (4) opened at one end of the connecting frame (1), and an expansion strip (401) is fixed to the inner wall of the receiving groove (4).
5. A box-type assembled reinforcement structure according to claim 2, characterized in that: The sealing assembly also includes several rubber pads (402) fixed to the ends of the first snap-fit plate (102) and the second snap-fit plate (104), the rubber pads (402) being in contact with the inner wall of the snap-fit groove (101).
6. The box-type assembled reinforcement structure according to claim 4, characterized in that: The irrigation assembly includes several water outlet holes (5) on the outer wall of the connecting frame (1). The inner wall of the connecting frame (1) is provided with two connecting pipes (501). The outer wall of the connecting pipes (501) is connected to two branch pipes (502). The branch pipes (502) are connected to water outlet pipes (503), and the water outlet pipes (503) are connected to the water outlet holes (5).
7. A box-type assembled reinforcement structure according to claim 6, characterized in that: The stabilizing component includes a load-bearing plate (6) fixed to the bottom surface of the connecting frame (1), and a plurality of fixing cones (601) are fixed to the bottom surface of the load-bearing plate (6).
8. The box-type assembled reinforcement structure according to claim 7, characterized in that: The fixing component includes several fixing posts (7) fixed on the top surface of the connecting frame (1), and the outer wall of the fixing posts (7) is provided with a limiting groove (701).
Citation Information
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