Reservoir danger removing and reinforcing structure

The design of splicing panels and fixing components enables rapid installation and disassembly of the reservoir dam reinforcement structure, solving the problem of cumbersome disassembly steps in existing technologies, improving maintenance efficiency and enhancing structural stability.

CN224148629UActive Publication Date: 2026-04-21HUBEI MANYIDA ENGINEERING TECHNOLOGY CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
HUBEI MANYIDA ENGINEERING TECHNOLOGY CO LTD
Filing Date
2025-05-22
Publication Date
2026-04-21

AI Technical Summary

Technical Problem

The existing reservoir dam reinforcement structure requires the removal of multiple bolts during dismantling, which is a cumbersome process and affects maintenance efficiency.

Method used

The reinforcement plate is composed of splicing panels. The dovetail block and splicing panel are quickly fixed by the cooperation of the cam, sliding seat and screw in the fixing component, and the self-locking part is used to lock it, simplifying the disassembly process.

Benefits of technology

It enables rapid installation and removal of reinforcement plates, improves maintenance efficiency, and reduces the risk of structural loosening caused by water flow impact.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of reservoir reinforcement, in particular to a reservoir danger removing and reinforcing structure, which is mounted on a dam body and comprises a plurality of reinforcing plates, splice plates, dovetail blocks, tracks and fixing components, the reinforcing plates are arranged in parallel and consist of the splice plates with the same structure, matching structures are arranged between the adjacent splice plates, and the dovetail blocks are arranged on the dovetail blocks. The splice plate is connected with a dovetail block, a plurality of rails are arranged, the rails are connected with the dovetail block in a sliding mode, the fixing assembly is connected to the splice plate, and the fixing assembly comprises a screw rod, a sliding seat, a cam, a handle and a self-locking piece. According to the utility model, the plurality of splice plates are spliced front and back to form the reinforcing plate, the splice plates are spliced through the inner plates and the outer plates to form the matching grooves for accommodating the matching strips, and the dovetail blocks and the splice plates are quickly fixed through the matching of the cams, the sliding seats and the screw rods in the fixing assemblies; and meanwhile, the self-locking piece can lock the cam in time so as to prevent the cam from loosening due to water flow impact.
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Description

Technical Field

[0001] This utility model relates to the field of reservoir reinforcement technology, specifically to a reservoir reinforcement structure for risk mitigation. Background Technology

[0002] A reservoir is generally defined as a "water conservancy structure for flood control, water storage, and water flow regulation, which can be used for irrigation, power generation, flood control, and fish farming." It refers to an artificial lake formed by building a dam at the narrowest point of a mountain gully or river. After completion, a reservoir can serve functions such as flood control, water storage for irrigation, water supply, power generation, and fish farming.

[0003] Chinese Patent No. CN222834819U discloses a reinforcement structure for a reservoir dam, installed on the dam body. It includes a steel mesh fixed to the dam body; a slide rail located on the side of the steel mesh away from the dam body, with a T-shaped groove on the slide rail; a slider slidably fitted within the groove, with a connecting rod fixed to the side of the slider away from the groove; and a reinforcement plate with a connecting hole on its side wall, into which the connecting rod is slidably inserted. The reinforcement plate abuts against the slide rail, and a connecting nut is threaded onto the connecting rod, abutting against the side of the reinforcement plate away from the slide rail. The connecting rod, connecting hole, and connecting nut allow the reinforcement plate to be disassembled relative to the slider, eliminating the need for top-down disassembly and reassembly when individual maintenance of the reinforcement plate is required, thus improving maintenance efficiency.

[0004] However, in the above technical solution, only by setting an outer baffle, and combining the groove formed by the outer baffle and the reinforcing plate with the adjacent reinforcing plate to facilitate disassembly and assembly, the device requires the removal of multiple bolts to disassemble the slider, and the disassembly steps are rather cumbersome. Utility Model Content

[0005] The purpose of this utility model is to address the problems existing in the background technology by proposing a reservoir reinforcement structure.

[0006] The technical solution of this utility model is as follows: A reservoir reinforcement structure, installed on the dam body, includes multiple reinforcement plates arranged in parallel. Each reinforcement plate is composed of multiple splicing plates with the same structure. Adjacent splicing plates are provided with a mating structure, and dovetail blocks are connected to the splicing plates. Multiple tracks are provided, and the tracks are slidably connected to the dovetail blocks. A fixing component is connected to the splicing plates and includes a screw, a sliding seat, a cam, a handle, and a self-locking component. One end of the screw is rotatably connected to the cam, the sliding seat is slidably connected to the screw, the handle is connected to the cam, the screw is connected to the dovetail block, and the self-locking component is connected to the cam. In the use state of the fixing component, the cam rotates and pushes the sliding seat to move linearly along the screw. The sliding seat pushes the splicing plate closer to the dovetail block, and the self-locking component restricts the displacement of the cam.

[0007] Preferably, the splicing panel consists of an inner panel and an outer panel, with the inner panel and the outer panel having the same center, the outer diameter of the inner panel fitting the inner diameter of the outer panel, and the dovetail block connected to the inner panel.

[0008] Preferably, one end of the inner panel is connected to an arc-shaped mating strip, and the other end of the inner panel is provided with a mating notch to accommodate the mating strip, so that a mating groove is formed when the inner panel and the outer panel are spliced ​​together.

[0009] Preferably, the self-locking component consists of an elastic element and a limiting rod. One end of the limiting rod is connected to a limiting protrusion, and the elastic element is sleeved on the outside of the limiting rod. Both ends of the elastic element are connected to the limiting protrusion and the cam, respectively.

[0010] Preferably, wear-resistant plates are detachably connected to the outer panels.

[0011] Preferably, the wear-resistant plate is connected with multiple conical protrusions.

[0012] Preferably, both the mating strip and the mating notch are connected with waterproof strips.

[0013] Compared with the prior art, the above-mentioned technical solution of this utility model has the following beneficial technical effects:

[0014] In this utility model, multiple splicing plates are spliced ​​together to form a reinforcing plate. The splicing plates are spliced ​​together by the inner plate and the outer plate to form a mating groove for accommodating the mating strip. The dovetail block and the splicing plate are quickly fixed by the cooperation of the cam, the sliding seat and the screw in the fixing component. At the same time, the self-locking component can lock the cam in time to prevent it from loosening due to water flow impact. Attached Figure Description

[0015] Figure 1 This is a perspective view of the present utility model;

[0016] Figure 2 for Figure 1 A schematic diagram of a partial structure;

[0017] Figure 3 This is a diagram illustrating the explosion of a spliced ​​panel.

[0018] Figure 4 This is a schematic diagram of the fixed component structure.

[0019] Reference numerals: 1. Reinforcing plate; 2. Splicing plate; 3. Dovetail block; 4. Track; 5. Screw; 6. Sliding seat; 7. Cam; 8. Handle; 9. Self-locking component; 10. Inner plate; 11. Outer plate; 12. Mating strip; 13. Mating notch; 14. Elastic component; 15. Limiting rod; 16. Wear-resistant plate; 17. Conical protrusion. Detailed Implementation

[0020] Example 1

[0021] like Figures 1-4 As shown, the present invention proposes a reservoir reinforcement structure, which is installed on the dam body and includes a reinforcement plate 1, a splicing plate 2, a dovetail block 3, a track 4 and a fixing component. Multiple reinforcement plates 1 are arranged in parallel. The reinforcement plate 1 is composed of multiple splicing plates 2 with the same structure. A matching structure is provided between adjacent splicing plates 2. The dovetail block 3 is connected to the splicing plate 2. Multiple tracks 4 are provided, and the tracks 4 are slidably connected to the dovetail block 3.

[0022] In an optional embodiment, the splicing plate 2 is composed of an inner plate 10 and an outer plate 11, with the inner plate 10 and the outer plate 11 having the same center. The outer diameter of the inner plate 10 fits the inner diameter of the outer plate 11, and the dovetail block 3 is connected to the inner plate 10. Two parallel connecting plates are connected to the inner plate 10, and the connecting plates are connected to the dovetail block 3.

[0023] In an optional embodiment, one end of the inner plate 10 is connected to an arc-shaped mating strip 12, and the other end of the inner plate 10 is provided with a mating notch 13 to accommodate the mating strip 12. When the inner plate 10 and the outer plate 11 are spliced ​​together, a mating groove is formed.

[0024] The fixing component is connected to the splicing plate 2. The fixing component includes a screw 5, a sliding seat 6, a cam 7, a handle 8, and a self-locking component 9. One end of the screw 5 is rotatably connected to the cam 7. The sliding seat 6 is slidably connected to the screw 5. The handle 8 is connected to the cam 7. The screw 5 is connected to the dovetail block 3. The self-locking component 9 is connected to the cam 7. When the fixing component is in use, the cam 7 rotates and pushes the sliding seat 6 to move linearly along the screw 5. The sliding seat 6 pushes the splicing plate 2 closer to the dovetail block 3. The self-locking component 9 restricts the displacement of the cam 7.

[0025] Example 2

[0026] like Figures 2-4 As shown, this utility model proposes a reservoir reinforcement structure that, compared to Embodiment 1, details the structure of the fixing components.

[0027] In an optional embodiment, the self-locking member 9 consists of an elastic member 14 and a limiting rod 15. One end of the limiting rod 15 is connected to a limiting protrusion, and the elastic member 14 is sleeved on the outside of the limiting rod 15. The two ends of the elastic member 14 are respectively connected to the limiting protrusion and the cam 7. The elastic member 14 is selected from, but is not limited to, a spring.

[0028] In an optional embodiment, a wear-resistant plate 16 can be detachably connected to the outer plate 11; the wear-resistant plate 16 replaces the outer plate 11 in direct contact with external objects, reducing the maintenance frequency of the outer plate 11.

[0029] In an optional embodiment, the wear-resistant plate 16 is provided with a plurality of tapered protrusions 17; the tapered protrusions 17 are used to reduce the impact of waves on the wear-resistant plate 16.

[0030] In an optional embodiment, both the mating strip 12 and the mating notch 13 are connected to a waterproof strip; the waterproof strip is made of, but is not limited to, rubber material, to reduce water penetration when splicing the splicing plates 2.

[0031] In summary, when using this utility model, a steel mesh and track 4 are laid on the dam body beforehand. The splicing plate 2 is gradually slid into the track 4 through the dovetail block 3 at its bottom. Adjacent splicing plates 2 are connected by mating strips 12 and mating notches 13 to form a reinforcing plate 1. The splicing plate 2 is brought close to the track 4, and by tilting the splicing plate 2, its sides are inserted between the sliding seat 6 and the dovetail block 3. The rotating handle 8 drives the cam 7 to rotate, causing the sliding seat 6 to move down along the screw 5 to compress and restrict the movement of the splicing plate 2 to complete the installation. Additional blocking parts or baffles are set at the bottom of the reinforcing plate 1 to cover the gaps. Then, the cavity formed in the arc-shaped reinforcing plate 1... The dam body is repaired by pouring concrete inside. When maintaining a single splice plate 2 later, the outer plates 11 on two adjacent splice plates 2 are removed by bolts so that they no longer restrict the mating strip 12. Pulling the handle 8 drives the cam 7 to rotate. The cam 7 is large in volume, so it increases the range of movement of the sliding seat 6, thus facilitating the movement of the splice plate 2. After the cam 7 returns to the initial position, it is manually reset to prevent the spring from malfunctioning. At this time, the inner plate 10 can be removed from the dovetail block 3, so that the inner plate 10 and the outer plate 11 can be replaced. The wear-resistant plate 16 can also be replaced by removing it with bolts.

[0032] The embodiments of the present invention have been described in detail above with reference to the accompanying drawings. However, the present invention is not limited thereto. Various changes can be made within the scope of knowledge possessed by those skilled in the art without departing from the spirit of the present invention.

Claims

1. A reservoir reinforcement structure, characterized by, Installed on the dam body, including The reinforcing plate (1) is arranged in parallel. The reinforcing plate (1) is composed of multiple splicing plates (2) with the same structure. There is a matching structure between adjacent splicing plates (2). Dovetail blocks (3) are connected on the splicing plates (2). Track (4), of which multiple tracks are provided, and track (4) is slidably connected to dovetail block (3); The fixing component is connected to the splicing plate (2). The fixing component includes a screw (5), a sliding seat (6), a cam (7), a handle (8), and a self-locking component (9). One end of the screw (5) is rotatably connected to the cam (7). The sliding seat (6) is slidably connected to the screw (5). The handle (8) is connected to the cam (7). The screw (5) is connected to the dovetail block (3). The self-locking component (9) is connected to the cam (7). When the fixing component is in use, the cam (7) rotates and pushes the sliding seat (6) to move linearly along the screw (5). The sliding seat (6) pushes the splicing plate (2) closer to the dovetail block (3). The self-locking component (9) restricts the displacement of the cam (7).

2. The reservoir reinforcement structure according to claim 1, wherein The splicing panel (2) consists of an inner panel (10) and an outer panel (11). The inner panel (10) and the outer panel (11) have the same center. The outer diameter of the inner panel (10) fits the inner diameter of the outer panel (11). The dovetail block (3) is connected to the inner panel (10).

3. The reservoir reinforcement structure according to claim 1, wherein One end of the inner plate (10) is connected to an arc-shaped mating strip (12), and the other end of the inner plate (10) is provided with a mating notch (13) to accommodate the mating strip (12). When the inner plate (10) and the outer plate (11) are spliced ​​together, a mating groove is formed.

4. The reservoir reinforcement structure according to claim 1, wherein The self-locking component (9) consists of an elastic component (14) and a limiting rod (15). One end of the limiting rod (15) is connected to a limiting protrusion. The elastic component (14) is sleeved on the outside of the limiting rod (15). The two ends of the elastic component (14) are connected to the limiting protrusion and the cam (7) respectively.

5. The reservoir reinforcement structure according to claim 2, wherein Wear-resistant plates (16) can be detachably connected to the outer panel (11).

6. The reservoir reinforcement structure according to claim 5, wherein Multiple conical protrusions (17) are connected to the wear-resistant plate (16).

7. The reservoir reinforcement structure according to claim 1, wherein Waterproof strips are connected to both the mating strip (12) and the mating notch (13).

Citation Information

Patent Citations

  • Danger-removing and reinforcing structure for dam body of reservoir

    CN222834819U