A river slope reinforcement device for water conservancy project design
By designing river slope protection reinforcement devices with protective mechanisms, reset components and anti-collapse mechanisms, the problem of the stone embedding effect of ecological gabion slope protection is reduced when the water level rises, and the stability and anti-collapse of river slope protection are improved.
Patent Information
- Application Number
- CN202411471243.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-22
- Publication Date
- 2025-04-29
- Estimated Expiration
- 2044-10-22
AI Technical Summary
When the water level of the existing ecological gabion slope rises, the stones have a reduced mosaic effect due to long-term soaking, resulting in loosening of the slope protection structure, increasing the risk of stone collapse and cage collapse.
A river slope protection reinforcement device including a protective mechanism, a reset assembly and an anti-collapse mechanism is designed. The protective mechanism provides external support through the upper and lower stability boxes. The reset component uses the buoyancy bag and the crushing component to work together to reset the inner device box. The anti-collapse mechanism enhances the connection strength between the inner device box and the internal intercepting net through the mesh connection rope and the twisted rope.
Effectively resist the impact of water flow, reduce the meshing effect of stones due to long-term soaking, reduce the risk of the slope protection structure, prevent loosening and collapse, and enhance the reinforcement effect of river slopes.
Smart Images

Figure CN118979469B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of water conservancy engineering, in particular to a river bank protection and reinforcement device for water conservancy engineering design. Background Art
[0002] In the design of water conservancy projects, the selection of river slope protection and reinforcement devices is crucial, and ecological gabion slope protection, as an innovative and practical design, is gradually being widely used. Ecological gabion slope protection is a slope protection technology that combines stones with wire cages. The design of this slope protection device is inspired by the accumulation of stones in nature. By simulating natural forms, the stability and durability of the slope protection structure are enhanced. Specifically, the ecological gabion slope protection is made up of multiple wire cages connected to each other, and the cages are filled with screened and qualified stones. Appropriate gaps are left between these stones to allow plant growth and root development, thereby enhancing the overall stability of the slope protection.
[0003] However, in actual use, the existing gabion slope protection still has some obvious defects, especially when the water level rises, the stones inside the ecological gabion slope protection will be immersed in water for a long time. The stones inside the ecological gabion slope protection will be immersed in water for a long time due to the penetration and soaking of water, and the interlocking effect between the stones will be greatly reduced, resulting in reduced friction and loosening of the interlocking structure, which not only weakens the overall stability of the slope protection, but also increases the risk of stone collapse and gabion collapse. The mesh surface in the slope protection structure is very likely to be deformed or damaged when subjected to the impact of water flow or the pressure of stone collapse. The damage to the mesh surface not only affects the integrity of the slope protection, but also reduces its protective effect, making the slope protection more vulnerable when facing stronger natural impacts. Summary of the invention
[0004] The purpose of the present invention is to provide a river bank reinforcement device for water conservancy project design to solve the problems raised in the above background technology.
[0005] To achieve the above object, the present invention provides the following technical solution: a river slope reinforcement device for water conservancy project design, comprising:
[0006] A placement platform, wherein a plurality of inner device boxes are arranged above the placement platform, a top density net is arranged on the upper surface of the inner device box, and an internal interception net is arranged on the four side surfaces of the inner device box;
[0007] A protection mechanism, the protection mechanism includes an outer box assembly and a reset assembly, the outer box assembly includes: an upper stable box and a lower stable box, the upper stable box and the lower stable box are fixedly installed on the upper surface of the placement platform, each of the upper stable box and the lower stable box is provided with an inner device box, the upper stable box is located above the side of the lower stable box, and the five side surfaces of the upper stable box and the lower stable box except the bottom surface are provided with metal mesh;
[0008] The reset assembly includes: two buoyancy bags, the two buoyancy bags are respectively located on the two side surfaces of the inner device box, a buffer plate is fixedly installed on the bottom surface of the buoyancy bag, a side wall slideway matching with the buoyancy bag is provided on one side surface of the inner device box, a buoyancy support plate matching with the buoyancy bag is also provided inside the lower stable box, and a sliding groove is provided on the inner side surface of the lower stable box to facilitate the sliding of the buoyancy support plate;
[0009] A connecting plate groove is provided on the inner side surface of the side wall slideway, a slidable pulley is provided inside the side wall slideway, a receiving groove is provided on the bottom surface of the side wall slideway for accommodating the pulley when it is not triggered, a connecting pile is provided on one side surface of the pulley, and one side surface of the connecting pile is fixedly connected to one side surface of the buoyancy bag;
[0010] The reset assembly also includes a pressure sinker component, which includes: two connecting bars, the two connecting bars are fixedly installed on the bottom surface of the inner device box and are respectively located on both sides of the bottom surface, the ends of the connecting bars are provided with a sinker bearing plate, the upper and lower stable boxes are provided with weighted sinkers that match the sinker bearing plates, one side surface of the weighted sinkers is provided with a connecting support bar, the inner side surface of the lower stable box is provided with a trigger wheel groove that is convenient for the connecting support bar to slide, and one side of the trigger wheel groove is provided with a storage groove connected with the trigger wheel groove;
[0011] The anti-collapse mechanism comprises: a plurality of mesh surface connecting ropes, wherein the plurality of mesh surface connecting ropes are respectively connected to the side surface of the internal interception net of the inner device box on the side close to the river surface, and a rope passage cavity is provided inside the inner device box for facilitating the wiring of the inner device box.
[0012] Furthermore, the protection mechanism also includes: an anti-fall component, which includes: a wiring port, which is fixedly installed on one side surface of the inner device box, and an anti-fall connecting rope is provided on one side surface of the wiring port, and the upper stabilizing box in each column and the inner device box inside the lower stabilizing box are connected by the anti-fall connecting rope.
[0013] Furthermore, a side surface of the upper stabilization box is also provided with a wire guard plate for protecting the anti-fall connecting rope, an upper end connecting plate is fixedly installed on the upper surface of the wire guard plate, and a bottom connecting plate is fixedly connected to the bottom surface of the wire guard plate, and a plurality of anchor connection ports are provided on the upper surface of the bottom connecting plate and a side surface of the upper end connecting plate.
[0014] Furthermore, a vertical shield is provided on one side surface of the wire guard plate, auxiliary rollers are provided on the upper and lower surfaces of the vertical shield, a plurality of protective strips are provided on the upper surface of the bottom connecting plate, a driven roller is provided between every two of the protective strips, and the bottom surface of the driven roller and the side surface of the vertical shield form a connected wire channel for routing the anti-fall connecting rope.
[0015] Furthermore, the plurality of mesh connecting ropes all lead to the interior of the rope-passing cavity, and are connected into two twisted ropes through two twisted rope loops inside the rope-passing cavity. The two twisted ropes pass through the rope-passing cavity and out through the side of the inner device box away from the river surface. The ends of the two twisted ropes are connected, and the end surfaces of the two twisted ropes are provided with a force-bearing sleeve, and the force-bearing sleeve is made of a material with strong tensile resistance. A pulling rope is provided on one side surface of the force-bearing sleeve, and the other end of the pulling rope is connected to a wiring fixing plate, and the wiring fixing plate is fixedly installed on the inner bottom surface of the lower stabilization box.
[0016] Compared with the prior art, the present invention has the following beneficial effects:
[0017] 1. In this scheme, by providing a protective mechanism, an upper stabilizing box and a lower stabilizing box, an external support frame is provided for the inner device box, which resists the direct impact of the water flow and the risk of the reduced fitting effect of the stones due to long-term immersion. When the stones in the inner device box collapse, the buoyancy bag and the pressure drop component of the reset assembly can be quickly started when the inner device box tilts or collapses. The buoyancy of the buoyancy bag and the gravity traction of the weighted drop of the pressure drop component provide the inner device box with reset power, thereby preventing the slope protection structure from affecting the reinforcement effect of the river slope due to the collapse of the inner device box.
[0018] 2. In the present scheme, an anti-collapse mechanism is provided, and the inner device box is tightly connected to the inner interception net through the mesh connecting rope, so as to form a more solid overall structure. When the internal stones and soil are loosened due to long-term immersion, the mesh connecting rope can tightly pull the inner interception net, effectively preventing it from being torn or falling off due to the impact of water flow. At the same time, the tension and durability of the mesh connecting rope can be enhanced by twisting the rope and the stress-bearing socket, and the connection between the pulling rope and the wiring fixing plate can provide additional support and reset force for the inner device box and the inner interception net, thereby reducing the risk of stone collapse and stone cage collapse. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] Figure 1 It is a schematic diagram of the overall structure of the present invention;
[0020] Figure 2 It is a schematic diagram of the structure of the outer box assembly of the present invention;
[0021] Figure 3 It is a schematic diagram of the structure of the protection mechanism of the present invention;
[0022] Figure 4 It is a schematic diagram of the structure of the wire-through guard plate of the present invention;
[0023] Figure 5 It is a schematic diagram of the internal structure of the outer box assembly of the present invention;
[0024] Figure 6 It is a schematic diagram of the structure of the inner device box of the present invention;
[0025] Figure 7 It is a schematic diagram of the bottom structure of the inner device box of the present invention;
[0026] Figure 8 It is a schematic diagram of the internal structure of the rope-passing cavity of the present invention.
[0027] In the figure: 1. Installation platform; 2. Upper stabilizing box; 3. Lower stabilizing box; 4. Reinforcement plants; 5. Metal mesh; 6. Inner device box; 7. Wire guard plate; 8. Anti-fall connecting rope; 9. Top encryption net; 10. Auxiliary roller; 11. Upper end connecting plate; 12. Driven roller; 13. Bottom connecting plate; 14. Anchor connection port; 15. Wire channel; 16. Sliding groove; 17. Buoyancy support plate; 18. Trigger wheel groove ; 19. Weighted sinker; 20. Connecting support bar; 21. Wiring fixing plate; 22. Internal intercepting net; 23. Net connecting rope; 24. Side wall slide; 25. Connecting plate groove; 26. Twisting rope loop; 27. Pulling rope; 28. Sinker bearing plate; 29. Storage groove; 30. Buoyancy bag; 31. Connecting bar; 32. Rope passage cavity; 33. Force-bearing socket; 34. Wiring port; 35. Protective strip; 36. Buffer plate. DETAILED DESCRIPTION
[0028] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0029] Example 1: Please refer to Figures 1 to 8 , a river bank reinforcement device for water conservancy engineering design, comprising:
[0030] A placement platform 1 is provided above the placement platform 1, and a plurality of inner device boxes 6 are provided. Reinforcement plants 4 are planted on the upper surface of the inner device boxes 6. A top density net 9 is provided on the upper surface of the inner device boxes 6. Internal interception nets 22 are provided on the four side surfaces of the inner device boxes 6. The interior of the inner device boxes 6 is filled with fillers such as stones and soil.
[0031] In the existing situation of river channel slope reinforcement, ecological gabion slope protection is a common slope protection method. It is both a slope protection form and a slope protection reinforcement method. It has strong practicality in actual use. When in use, the staff first pours a placement platform 1 with concrete in the building area by the river, and then places multiple wire cages on it, and then ties the multiple groups of cages with wire to improve the overall stability. Then, fill the cages with stones of qualified specifications and a small amount of soil, and plant grass seeds on the top of the cages after the surface is leveled, so as to strengthen the overall stability of the cages with the roots and stems of the plants.
[0032] The above process is the basic process of using the current river bank reinforcement device.
[0033] However, in actual use, when the water level rises, when the stones inside the ecological gabion slope protection are immersed in water for a long time, the interlocking effect between the stones may be seriously affected due to the penetration and soaking of water. Water molecules will penetrate into the gaps between the stones, resulting in a decrease in the friction between the stones and a decrease in the interlocking effect. As the water level rises, the impact of the water flow on the ecological gabion slope protection will also increase. Under the continuous impact of the water flow, the interlocking structure between the stones may gradually loosen, and eventually cause the slope protection to collapse. Once the ecological gabion slope protection collapses, the stones inside it will often collapse to one side of the river, which will cause the overall structure of the gabion to be damaged. The stones will squeeze and collide with each other during the collapse, causing the stones to break or move. As the stones collapse, the overall structure of the gabion will gradually lose stability, eventually causing the entire gabion to collapse.
[0034] In addition, after the ecological gabion slope protection collapses, the mesh surface on the collapsed side may be deformed after being subjected to excessive pressure, further affecting the use effect of the gabion. During the collapse process, the mesh surface may be excessively stretched and squeezed, resulting in deformation or damage, which will affect the integrity and stability of the mesh surface, thereby reducing the protective effect of the gabion.
[0035] Therefore, based on the above problems, we first design a protection mechanism, which includes an outer box assembly and a reset assembly. The outer box assembly includes: an upper stable box 2 and a lower stable box 3, which are fixedly installed on the upper surface of the placement platform 1, and each of the upper stable box 2 and the lower stable box 3 is provided with an inner device box 6, the upper stable box 2 is located above the side of the lower stable box 3, and the five side surfaces of the upper stable box 2 and the lower stable box 3 except the bottom surface are provided with metal mesh 5;
[0036] The outer box assembly consists of an upper stabilizing box 2 and a lower stabilizing box 3, which are fixedly mounted on the mounting platform 1 to provide additional stabilizing support for the inner device box 6. The arrangement of the metal mesh 5 enhances the overall strength of the box body, prevents external deformation caused by the loosening of internal stones and soil, and can effectively resist the direct impact of water flow, reducing the risk of reduced fitting effect of stones due to long-term immersion. After the water flows through the stabilizing box and the inner device box 6, because the openings on the surfaces of the stabilizing box and the inner device box 6 are not aligned, the direct impact on the stones can be reduced during the impact of the water flow, reducing the possibility of stone collapse.
[0037] The reset assembly includes: two buoyancy bags 30, which are respectively located on the two side surfaces of the inner device box 6, and a buffer plate 36 is fixedly installed on the bottom surface of the buoyancy bag 30, and the buffer plate 36 is made of rubber. A side wall slide 24 matching with the buoyancy bag 30 is provided on one side surface of the inner device box 6, and a connecting plate groove 25 is provided on the inner side surface of the side wall slide 24. A slidable pulley is arranged inside the side wall slide 24, and a storage groove 29 is provided on the bottom surface of the side wall slide 24 for accommodating the pulley when it is not triggered. A connecting pile is provided on one side surface of the pulley, and one side surface of the connecting pile is fixedly connected to one side surface of the buoyancy bag 30. A buoyancy support plate 17 matching with the buoyancy bag 30 is also provided inside the lower stable box 3, and a sliding groove 16 is provided on the inner side surface of the lower stable box 3 for facilitating the sliding of the buoyancy support plate 17.
[0038] The reset assembly works in cooperation with the buoyancy bag 30 and the weight-falling component. When the water level rises, the buoyancy bag 30 moves upward due to the buoyancy, but is restricted by the receiving groove 29 and cannot float upward normally. When the interior of the inner device box 6 collapses, the inner device box 6 as a whole deviates toward the river surface, and the pulley inside the side wall slide 24 slides out from the inside of the receiving groove 29 and rises with the buoyancy. The buoyancy bag 30 is used to support the collapsed side of the inner device box 6 upward, and finally cooperates with other components to complete the reset of the inner device box 6. The buoyancy support plate 17 is used to cooperate with the buoyancy The buoyancy bag 30 forms a greater supporting force. When the inner device box 6 is not offset, the buoyancy bag 30 cannot float upward normally due to the restriction of the storage groove 29. The buoyancy support plate 17 is located below the buoyancy bag 30. After it fits with the bottom surface of the buoyancy bag 30 as the water level rises, it is also restricted and cannot rise. When the inner device box 6 tilts and the buoyancy bag 30 rises, the buoyancy support plate 17 also floats up and applies a stronger supporting force to the bottom surface of the buoyancy bag 30, thereby more efficiently achieving the effect of preventing the inner device box 6 from collapsing.
[0039] The reset assembly also includes a pressure sinker component, which includes: two connecting strips 31, which are fixedly mounted on the bottom surface of the inner device box 6 and are respectively located on both sides of the bottom surface, and the ends of the connecting strips 31 are provided with a sinker bearing plate 28, and the interiors of the upper stable box 2 and the lower stable box 3 are provided with a weighted sinker 19 that matches the sinker bearing plate 28, and a connecting support bar 20 is provided on one side surface of the weighted sinker 19, and a trigger wheel groove 18 is provided on the inner side surface of the lower stable box 3 to facilitate the sliding of the connecting support bar 20, and a storage groove connected to the trigger wheel groove 18 is provided on one side thereof, and when not triggered, one end of the connecting support bar 20 is located inside the storage groove;
[0040] The weighted sinker 19 and the connecting support bar 20 in the sinker component slide in the trigger wheel groove 18. When the inner device box 6 tips over, the sinker bearing plates 28 on both sides of the inner device box 6 also move accordingly, and the larger area of the sinker bearing plates 28 and the stronger reaction force generated by the water slow down the tipping speed of the inner device box 6. Subsequently, in the process of the inner device box 6 driving the sinker bearing plates 28 to tip over, the sinker bearing plates 28 contact the weighted sinker 19 and finally drive the weighted sinker 19 to move together, and one end of the connecting support bar 20 also slides out of the storage groove. After sliding out, the gravity of the weighted sinker 19 acts on the sinker bearing plates 28, so that the tipping speed of the inner device box 6 is reduced, and finally the reset component is cooperated to complete the reset of the inner device box 6.
[0041] The protection mechanism also includes: an anti-fall component, which includes: a wiring port 34, the wiring port 34 is fixedly installed on one side surface of the inner device box 6, and an anti-fall connecting rope 8 is arranged on one side surface of the wiring port 34. The upper stable box 2 of each column is connected to the inner device box 6 inside the lower stable box 3 through the anti-fall connecting rope 8. A through-line guard plate 7 for protecting the anti-fall connecting rope 8 is also arranged on one side surface of the upper stable box 2. An upper end connecting plate 11 is fixedly installed on the upper surface of the through-line guard plate 7, and a bottom connecting plate 13 is fixedly connected to the bottom surface of the through-line guard plate 7. The upper surface of the bottom connecting plate 13 is connected to the upper A plurality of anchoring connection ports 14 are provided on one side surface of the end connection plate 11, and the wire-through guard plate 7 is connected to one side surface of the upper stabilizing box 2 and the lower stabilizing box 3 by means of the anchoring connection port 14 and the wire binding, a vertical shield is provided on one side surface of the wire-through guard plate 7, and auxiliary rollers 10 are provided on the upper and lower surfaces of the vertical shield, and a plurality of protective strips 35 are provided on the upper surface of the bottom connection plate 13, and a driven roller 12 is provided between every two protective strips 35, and the bottom surface of the driven roller 12 and the side surface of the vertical shield form a connected wire passage 15 for routing the anti-falling connection rope 8;
[0042] The anti-fall component connects the upper stabilizing box 2 of each column with the inner device box 6 inside the lower stabilizing box 3 through the anti-fall connecting rope 8 to form an overall stable structure, and at the same time forms a mutual anti-collapse effect between the two stabilizing boxes. When an inner device box 6 collapses due to a large impact force, the anti-fall connecting rope 8 can disperse and absorb the impact force, and after the anti-fall connecting rope 8 is straightened, it uses the other normal inner device box 6 in the same column to provide leverage to limit the tipping range of the collapsed inner device box 6 to prevent the entire structure from collapsing, and finally cooperates with the reset component to stand up the inner device box 6. The arrangement of the wire guard plate 7, auxiliary roller 10 and driven roller 12 not only protects the anti-fall connecting rope 8 from wear, but also ensures smooth wiring, thereby improving the overall stability and durability.
[0043] At the same time, based on the above problems, we have also designed an anti-collapse mechanism, which includes: a plurality of mesh surface connecting ropes 23, the plurality of mesh surface connecting ropes 23 are respectively connected to the side surface of the internal interception net 22 on the side of the inner device box 6 close to the river surface, the inner device box 6 is provided with a rope passage cavity 32 for facilitating the wiring of the inner device box 6, the plurality of mesh surface connecting ropes 23 all lead to the interior of the rope passage cavity 32, and are connected into two twisted ropes through two twisted rope loops 26 in the rope passage cavity 32, the two twisted ropes pass through the rope passage cavity 32 and pass out through the side of the inner device box 6 away from the river surface, the ends of the two twisted ropes are connected, the end surfaces of the two twisted ropes are sleeved with a force-bearing sleeve 33, the force-bearing sleeve 33 is made of a material with strong pulling resistance, a pulling rope 27 is provided on one side surface of the force-bearing sleeve 33, the other end of the pulling rope 27 is connected to a wiring fixing plate 21, and the wiring fixing plate 21 is fixedly installed on the inner bottom surface of the lower stable box 3;
[0044] The anti-collapse mechanism connects the mesh surface connecting ropes 23 into a twisted rope, and connects the twisted rope to the surface of a higher quality stable box, thereby giving the mesh surface facing the water surface a stronger supporting force, thereby enhancing the connection strength between the inner device box 6 and the internal interception net 22. When the internal stones and soil are loosened due to long-term immersion, the mesh surface connecting ropes 23 can tightly pull the internal interception net 22 to prevent it from being torn or falling off due to the impact of water flow. The twisted rope passes through the rope cavity 32 and is connected to two force-bearing sockets 33 at the end, and is then connected to the wiring fixing plate 21 through a pulling rope 27. In the event of local collapse, the pulling force of the pulling rope 27 can assist in the resetting of the inner device box 6 and the internal interception net 22, thereby reducing the risk of stone collapse and stone cage collapse.
[0045] The working principle of the present invention is:
[0046] When in use, the staff first casts a placement platform 1 with concrete in the building area near the river, and then places the outer box assembly on it. The outer box assembly consists of an upper stabilizing box 2 and a lower stabilizing box 3, which are fixedly installed on the placement platform 1 to provide additional stabilizing support for the inner device box 6. The setting of the metal mesh 5 enhances the overall strength of the box body, prevents external deformation caused by the loosening of internal stones and soil, and can effectively resist the direct impact of water flow, reducing the risk of the reduced fitting effect of stones due to long-term immersion. After the water flow passes through the stabilizing box and the inner device box 6, because the openings on the surfaces of the stabilizing box and the inner device box 6 are not aligned, the direct impact on the stones can be reduced when impacted by the water flow, reducing the possibility of stone collapse.
[0047] When the inner device box 6 collapses, the reset assembly cooperates with the buoyancy bag 30 and the pressure drop component. When the water level rises, the buoyancy bag 30 moves upward due to the buoyancy, but is restricted by the storage groove 29 and cannot float upward normally. When the inner device box 6 collapses, the inner device box 6 as a whole deviates toward the river surface, and the pulley inside the side wall slide 24 slides out from the inside of the storage groove 29, and rises with the buoyancy, using the buoyancy bag 30 to provide an upward support force based on the collapsed side of the inner device box 6, and finally cooperates with other The assembly completes the reset of the inner device box 6. The buoyancy support plate 17 is used to cooperate with the buoyancy bag 30 to form a greater supporting force. When the inner device box 6 is not offset, the buoyancy bag 30 cannot float upward normally due to the restriction of the storage groove 29. Since the buoyancy support plate 17 is located below the buoyancy bag 30, when the inner device box 6 falls and the buoyancy bag 30 rises, the buoyancy support plate 17 also floats up and applies a stronger supporting force to the bottom surface of the buoyancy bag 30, thereby more efficiently preventing the inner device box 6 from collapsing.
[0048] The weighted sinker 19 and the connecting support bar 20 in the sinker component slide in the trigger wheel groove 18. When the inner device box 6 is tilted, the sinker bearing plates 28 on both sides of the inner device box 6 also move accordingly, and the larger area of the sinker bearing plates 28 and the stronger reaction force generated by the water slow down the tilting speed of the inner device box 6. Subsequently, in the process of the inner device box 6 driving the sinker bearing plates 28 to tilt, the sinker bearing plates 28 come into contact with the weighted sinker 19 and finally drive the weighted sinker 19 to move together, and one end of the connecting support bar 20 also slides out of the storage groove accordingly. After sliding out, the gravity of the weighted sinker 19 acts on the sinker bearing plates 28, so that the tilting speed of the inner device box 6 is reduced, and finally the reset component is cooperated to complete the reset of the inner device box 6.
[0049] The anti-fall component connects the upper stable box 2 of each row with the inner device box 6 inside the lower stable box 3 through the anti-fall connecting rope 8 to form an integral stable structure, and at the same time forms a mutual anti-collapse effect between the two stable boxes. When a certain inner device box 6 collapses due to a large impact force, the anti-fall connecting rope 8 can disperse and absorb the impact force, and after the anti-fall connecting rope 8 is straightened, another normal inner device box 6 in the row is used for leverage to limit the tipping range of the collapsed inner device box 6, thereby preventing the entire structure from collapsing, and finally cooperating with the reset component to stand up the inner device box 6;
[0050] The anti-collapse mechanism strengthens the connection strength between the inner device box 6 and the internal interception net 22 by connecting the mesh connecting ropes 23 into a twisted rope. When the internal stones and soil are loosened due to long-term immersion, the mesh connecting ropes 23 can tightly pull the internal interception net 22 to prevent it from being torn or falling off due to the impact of water flow. The twisted rope passes through the rope cavity 32 and is connected to two force-bearing sockets 33 at the end, and is then connected to the wiring fixing plate 21 through a pulling rope 27. In the event of local collapse, the pulling force of the pulling rope 27 can assist in the resetting of the inner device box 6 and the internal interception net 22, thereby reducing the risk of stone collapse and stone cage collapse.
[0051] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical scheme and inventive concept of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.
Claims
1. A river slope reinforcement device for water conservancy project design, characterized in that: include, A placement platform (1), wherein a plurality of inner device boxes (6) are arranged above the placement platform (1), a top encryption net (9) is arranged on the upper surface of the inner device box (6), and an internal interception net (22) is arranged on the four side surfaces of the inner device box (6); A protection mechanism, the protection mechanism comprising an outer box component and a reset component, the outer box component comprising: an upper stabilizing box (2) and a lower stabilizing box (3), the upper stabilizing box (2) and the lower stabilizing box (3) being fixedly mounted on the upper surface of the placement platform (1), an inner device box (6) being arranged inside each of the upper stabilizing box (2) and the lower stabilizing box (3), the upper stabilizing box (2) being located above the side of the lower stabilizing box (3), and the five side surfaces of the upper stabilizing box (2) and the lower stabilizing box (3) except the bottom surface are all provided with metal meshes (5); The reset assembly comprises: two buoyancy bags (30), the two buoyancy bags (30) are respectively located on the two side surfaces of the inner device box (6), a buffer plate (36) is fixedly installed on the bottom surface of the buoyancy bag (30), a side wall slideway (24) matching with the buoyancy bag (30) is provided on one side surface of the inner device box (6), a buoyancy support plate (17) matching with the buoyancy bag (30) is also provided inside the lower stabilizing box (3), and a sliding groove (16) is provided on the inner side surface of the lower stabilizing box (3) to facilitate the sliding of the buoyancy support plate (17); The inner side surface of the side wall slideway (24) is provided with a connecting plate groove (25), a slidable pulley is arranged inside the side wall slideway (24), and a storage groove (29) is arranged on the bottom surface of the side wall slideway (24) for storing the pulley when it is not triggered. A connecting pile is arranged on one side surface of the pulley, and one side surface of the connecting pile is fixedly connected to one side surface of the buoyancy bag (30); The reset assembly further comprises a pressure sinker component, the pressure sinker component comprising: two connecting bars (31), the two connecting bars (31) are fixedly mounted on the bottom surface of the inner device box (6) and are respectively located on both sides of the bottom surface, the ends of the connecting bars (31) are provided with a sinker bearing plate (28), the interiors of the upper stabilizing box (2) and the lower stabilizing box (3) are provided with a weighted sinker (19) matched with the sinker bearing plate (28), a connecting support bar (20) is provided on one side surface of the weighted sinker (19), the inner side surface of the lower stabilizing box (3) is provided with a trigger wheel groove (18) for facilitating the sliding of the connecting support bar (20), and a storage groove connected to the trigger wheel groove (18) is provided on one side thereof; The anti-collapse mechanism comprises: a plurality of net surface connection ropes (23), the plurality of net surface connection ropes (23) being respectively connected to the side surface of an internal interception net (22) on a side of an inner device box (6) close to the river surface, and a rope passage cavity (32) is provided inside the inner device box (6) for facilitating the routing of the inner device box (6).
2. A river slope reinforcement device for water conservancy engineering design according to claim 1, characterized in that: The protection mechanism also includes: an anti-fall component, the anti-fall component includes: a wiring port (34), the wiring port (34) is fixedly installed on a side surface of the inner device box (6), and an anti-fall connecting rope (8) is provided on one side surface of the wiring port (34), and the inner device box (6) inside the upper stable box (2) and the lower stable box (3) in each column are connected by the anti-fall connecting rope (8).
3. A river slope reinforcement device for water conservancy engineering design according to claim 2, characterized in that: A side surface of the upper stabilizing box (2) is also provided with a wire guard plate (7) for protecting the anti-fall connection rope (8); an upper end connection plate (11) is fixedly mounted on the upper surface of the wire guard plate (7); a bottom connection plate (13) is fixedly connected to the bottom surface of the wire guard plate (7); and a plurality of anchor connection ports (14) are provided on the upper surface of the bottom connection plate (13) and a side surface of the upper end connection plate (11).
4. A river slope reinforcement device for water conservancy engineering design according to claim 3, characterized in that: A vertical shield is provided on one side surface of the wire protection plate (7), auxiliary rollers (10) are provided on the upper and lower surfaces of the vertical shield, a plurality of protective strips (35) are provided on the upper surface of the bottom connecting plate (13), a driven roller (12) is provided between every two of the protective strips (35), and the bottom surface of the driven roller (12) and the side surface of the vertical shield form a connected wire channel (15) for routing the anti-fall connecting rope (8).
5. The river slope reinforcement device for water conservancy engineering design according to claim 1 is characterized by: The plurality of mesh surface connection ropes (23) all lead to the interior of the rope passage cavity (32) and are connected into two twisted ropes through two twisted rope loops (26) in the rope passage cavity (32). The two twisted ropes pass through the rope passage cavity (32) and pass through the inner device box (6) on the side away from the river surface. The ends of the two twisted ropes are connected. The end surfaces of the two twisted ropes are sleeved with a force-bearing sleeve (33). The force-bearing sleeve (33) is made of a material with strong pulling resistance. A pulling rope (27) is provided on one side surface of the force-bearing sleeve (33). The other end of the pulling rope (27) is connected to a wiring fixing plate (21). The wiring fixing plate (21) is fixedly mounted on the inner bottom surface of the lower stabilizing box (3).
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