River levee reinforcing device
By designing an adjustable length river embankment reinforcement device, combined with the fixed structure of the top slope plate, the embankment bottom plate, fixed spines and hook spines, the problems of poor firmness and difficulty in adjustment of the existing reinforcement devices are solved, and high adaptability and stability are achieved.
Patent Information
- Application Number
- CN202422039261.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-22
- Publication Date
- 2025-06-13
- Estimated Expiration
- 2034-08-22
AI Technical Summary
The existing river bank reinforcement device has poor firmness and is difficult to adjust the overall length of the reinforcement plate according to the height of the dam at different locations.
A river bank reinforcement device including an upper reinforcement structure, a lower reinforcement structure and an extended structure is designed. The upper reinforcement structure includes an upper reinforcement plate, a slope plate and a reinforcement bolt; the lower reinforcement structure includes a lower reinforcement plate and a bank bottom plate; the expansion structure achieves adjustment of the overall length by replacing expansion plates and expansion rods of different lengths.
By replacing the extended structures of different lengths, adapting to the height of different river embankments, the adaptability and practicality of the reinforcement device are improved; by setting up slope plates, embankment base plates, fixed thorns and hook thorns, the stable and fixed connection between the reinforcement device and the river embankment is achieved, improving stability, and avoiding the situation of being washed away due to increased water flow or long-term erosion.
Smart Images
Figure CN222975779U_ABST
Abstract
Description
Technical Field
[0001] The utility model discloses a river embankment reinforcement device, belonging to the technical field of water conservancy projects. Background Art
[0002] A river embankment is a water retaining structure built along both banks of a river. Its main function is to restrain the water flow, prevent the river water from overflowing, and protect the lives and property of people in the areas on both sides of the river.
[0003] The water-facing side of the river embankment is generally a slope. After being washed by water for a long time, the river embankment will be eroded and damaged. Therefore, a reinforcement device is needed to reinforce the river embankment.
[0004] Most of the existing reinforcement devices are reinforcement plates. When in use, the bottom end of the reinforcement plate is placed at the bottom of the river channel and the plate surface is attached to the slope of the dam. Although it has a certain reinforcement effect, if the water flow increases or after being washed for a long time, the reinforcement plate is extremely easy to be washed away, and the overall length of the reinforcement plate cannot be adjusted according to the different dam heights at different positions, so the practicability is poor. Summary of the Invention
[0005] The purpose of this application is to provide a river embankment reinforcement device to solve the technical problems of poor firmness and difficulty in height adjustment existing in the existing river embankment reinforcement devices.
[0006] The utility model provides a river embankment reinforcement device, which includes an upper reinforcement structure, a lower reinforcement structure and an expansion structure;
[0007] The expansion structure is arranged between the upper reinforcement structure and the lower reinforcement structure and is detachably connected to the upper reinforcement structure and the lower reinforcement structure respectively;
[0008] The upper reinforcement structure includes an upper reinforcement plate, a top slope plate and a reinforcement bolt;
[0009] The top end of the upper reinforcement plate is rotatably connected to the top slope plate, and the bottom end is detachably connected to the expansion structure;
[0010] The reinforcement bolt is arranged on the top slope plate and is used to fix the top slope plate on the top surface of the river embankment.
[0011] Preferably, the lower reinforcement structure includes a lower reinforcement plate and a river bottom plate;
[0012] The top end of the lower reinforcement plate is detachably connected to the expansion structure, and the bottom end is rotatably connected to the river bottom plate;
[0013] The river bottom plate is connected to the bottom of the river channel, and fixed thorns are arranged on the surface of the river bottom plate where it is connected to the bottom of the river channel.
[0014] Preferably, it further includes hook thorns;
[0015] The barb is disposed on the surface of the upper reinforcement plate and / or the lower reinforcement plate that is in contact with the river embankment slope.
[0016] Preferably, it further includes a consolidation structure;
[0017] The consolidation structure is disposed on the surface of the upper reinforcement plate and / or the lower reinforcement plate away from the river embankment slope, and is used to generate an impact force downward along the river embankment slope, so that the barb penetrates into the river embankment slope under the action of the impact force.
[0018] Preferably, the consolidation structure includes a sliding rod, a consolidation slider, and two limiting plates;
[0019] The sliding rod is disposed on the surface of the upper reinforcement plate and / or the lower reinforcement plate away from the river embankment slope, and the rod body of the sliding rod extends from the top surface of the river embankment towards the bottom surface of the river embankment;
[0020] The two limiting plates are respectively disposed at both ends of the sliding rod and are connected to the sliding rod;
[0021] The consolidation slider is disposed on the sliding rod.
[0022] Preferably, the number of the sliding rods is at least 2;
[0023] The rod bodies of multiple sliding rods are parallel.
[0024] Preferably, it further includes an operation unit;
[0025] The operation unit is disposed on the consolidation slider and is used to drive the consolidation slider to slide along the sliding rod.
[0026] Preferably, the operation unit includes a hinge and an operation rod;
[0027] The hinge is disposed on the consolidation slider;
[0028] The operation rod is connected to the hinge and is used to drive the consolidation slider to slide along the sliding rod.
[0029] Preferably, the extension structure includes an extension plate and an extension rod;
[0030] A card slot matching the extension rod is formed on the plate surface of the extension plate that is in contact with the river embankment slope;
[0031] Both ends of the extension rod are detachably connected to the upper reinforcement structure and the lower reinforcement structure respectively, and the extension rod is clamped with the card slot.
[0032] Preferably, the number of the extension rods is at least 2;
[0033] The rod bodies of multiple extension rods are parallel.
[0034] The river embankment reinforcement device of the present utility model has the following beneficial effects compared with the prior art:
[0035] The present utility model can change the overall length of the river embankment reinforcement device by replacing the extension structures of different lengths so as to adapt to the heights of different river embankments, with strong adaptability and high practicality. The present utility model realizes the fixed connection between the entire river embankment reinforcement device and the river embankment by arranging a top slope plate fixedly connected to the top surface of the river embankment, arranging a bottom embankment plate connected to the bottom of the river channel, arranging fixing spines on the surface where the bottom embankment plate is connected to the bottom of the river channel, and arranging hook spines on the surfaces where the upper fixing plate and the lower fixing plate are connected to the river embankment slope, thereby enhancing the stability of the river embankment reinforcement device and avoiding the situation that the river embankment reinforcement device is washed away due to an increase in water flow or long-term scouring. Description of the Drawings
[0036] Figure 1 is a schematic diagram of the overall structure of the river embankment reinforcement device according to an embodiment of the present utility model;
[0037] Figure 2 is a rear view of the river embankment reinforcement device according to an embodiment of the present utility model;
[0038] Figure 3 is an exploded view of the extension plate, the upper reinforcement plate and the lower reinforcement plate in the river embankment reinforcement device according to an embodiment of the present utility model;
[0039] Figure 4 is a rear view of the extension plate in the river embankment reinforcement device according to an embodiment of the present utility model;
[0040] Figure 5 is a schematic diagram of the structure of the pressing and fixing structure in the river embankment reinforcement device according to an embodiment of the present utility model.
[0041] In the figure: 1. Upper reinforcement plate; 101. Top slope plate; 102. Reinforcement bolt; 103. Hook spine; 2. Lower reinforcement plate; 201. Bottom embankment plate; 202. Fixing spine; 3. Extension plate; 301. First rotary joint; 302. Second rotary joint; 303. Extension rod; 304. Card slot; 305. Card strip; 4. Pressing and fixing structure; 401. Limiting plate; 402. Slide bar; 403. Pressing and fixing slider; 404. Hinge block; 405. First hinge joint; 406. Second hinge joint; 407. Operating rod. Detailed Embodiment
[0042] In the following description, specific details such as specific system structures and technologies are presented for the purpose of illustration rather than limitation, so as to thoroughly understand the embodiments of the present utility model. However, those skilled in the art should clearly understand that the present utility model can also be implemented in other embodiments without these specific details. In other cases, detailed descriptions of well-known systems, devices, circuits, and methods are omitted to avoid unnecessary details from interfering with the description of the present utility model.
[0043] The present utility model provides a river embankment reinforcement device, as Figures 1 to 5 shown, which includes an upper reinforcement structure, a lower reinforcement structure, and an extension structure; the extension structure is arranged between the upper reinforcement structure and the lower reinforcement structure and is detachably connected to the upper reinforcement structure and the lower reinforcement structure respectively; the upper reinforcement structure includes an upper reinforcement plate 1, a top slope plate 101, and a reinforcement bolt 102; the top end of the upper reinforcement plate 1 is rotatably connected to the top slope plate 101, and the bottom end of the upper reinforcement plate 1 is detachably connected to the extension structure; the reinforcement bolt 102 is arranged on the top slope plate 101 and is used to fix the top slope plate 101 on the top surface of the river embankment; the number of the reinforcement bolts 102 in this embodiment can be one or more, preferably multiple.
[0044] The present utility model can change the overall length of the river embankment reinforcement device by replacing the extension structures with different lengths so as to adapt to the heights of different river embankments, with strong adaptability and high practicality; by arranging the top slope plate 101 fixedly connected to the top surface of the river embankment, the present utility model realizes the fixed connection between the entire river embankment reinforcement device and the river embankment, thereby enhancing the stability of the river embankment reinforcement device and avoiding the situation that the river embankment reinforcement device is washed away due to an increase in water flow or long-term scouring.
[0045] To further enhance the overall stability of the river embankment reinforcement device of the present utility model, the lower reinforcement structure in this embodiment includes a lower reinforcement plate 2 and a river bottom plate 201; the top end of the lower reinforcement plate 2 is detachably connected to the extension structure, and the bottom end of the lower reinforcement plate 2 is rotatably connected to the river bottom plate 201; the river bottom plate 201 is in contact with the bottom of the river course, and a fixing thorn 202 is arranged on the surface of the river bottom plate 201 in contact with the bottom of the river course.
[0046] The combined use of the top slope plate 101, the upper reinforcement plate 1, the lower reinforcement plate 2, and the river bottom plate 201 of the present utility model can realize the overall fixation of the river embankment reinforcement device of the present utility model to the top surface of the river embankment, the river embankment slope, and the bottom of the river course, thereby greatly enhancing the fixation stability, and having a simple structure, low cost, and being convenient for construction.
[0047] In the embodiment of the present utility model, barbs 103 are also arranged on the surfaces of the upper reinforcement plate 1 and / or the lower reinforcement plate 2 in contact with the river embankment slope. The barbs 103 can increase the fixing strength between the upper reinforcement plate 1 and / or the lower reinforcement plate 2 and the river embankment slope at the corresponding position.
[0048] To facilitate the insertion of the barb 103 into the river embankment slope at the corresponding position, the embodiment of the present utility model further provides a pressing and fixing structure 4; the pressing and fixing structure 4 is arranged on the surface of the upper reinforcement plate 1 and / or the lower reinforcement plate 2 away from the river embankment slope, and is used to generate an impact force downward along the river embankment slope, so that the barb 103 is inserted into the river embankment slope under the action of the impact force. This structure is applicable to the river embankment with an inverted trapezoidal structure that is larger at the top and smaller at the bottom formed on both sides of the river channel.
[0049] The structure of the pressing and fixing structure 4 in the embodiment of the present utility model is as Figure 5 shown, and it includes a sliding rod 402, a pressing and fixing slider 403 and two limiting plates 401; the sliding rod 402 is arranged on the surface of the upper reinforcement plate 1 and / or the lower reinforcement plate 2 away from the river embankment slope, and the rod body of the sliding rod 402 extends from the top surface of the river embankment towards the bottom surface of the river embankment; the two limiting plates 401 are respectively arranged at both ends of the sliding rod 402 and are connected to the sliding rod 402; the pressing and fixing slider 403 is arranged on the sliding rod 402. The above-mentioned limiting plates 401 can limit the sliding limit position of the pressing and fixing slider 403 to prevent the pressing and fixing slider 403 from sliding out of the sliding rod 402; the above-mentioned sliding rod 402 can play a limiting role, so that the pressing and fixing slider 403 can only slide along the sliding rod 402.
[0050] To improve the stability of the operation of the pressing and fixing structure 4, the number of sliding rods 402 in the embodiment of the present utility model is at least 2; when there are multiple sliding rods 402, the rod bodies of the multiple sliding rods 402 are parallel.
[0051] To improve the operation convenience, the embodiment of the present utility model further provides an operating unit; the operating unit is arranged on the pressing and fixing slider 403 and is used to drive the pressing and fixing slider 403 to slide along the sliding rod 402. During use, the operating unit is used to drive the pressing and fixing slider 403 to slide to the top end of the sliding rod 402, and then the operating unit is used to push the pressing and fixing slider 403 to quickly move down to the bottom end of the sliding rod 402 to generate an impact force, and the impact force makes the barb 103 penetrate into the river embankment slope. Operate multiple times in a cycle to ensure the penetration depth of the barb 103, thereby improving the connection stability between the upper reinforcement plate 1 and / or the lower reinforcement plate 2 and the river embankment slope.
[0052] The operating unit in the embodiment of the present utility model includes a hinge and an operating rod 407; the hinge is arranged on the pressing and fixing slider 403; the operating rod 407 is connected to the hinge and is used to drive the pressing and fixing slider 403 to slide along the sliding rod 402. In the embodiment of the present utility model, the hinge is used to connect the operating rod 407 and the pressing and fixing slider 403, so that the operating angle of the operating rod 407 can be changed, which is convenient for operation. The hinge preferably uses a structure with a limiting function, so that the operating rod 407 can be adjusted in angle during use, and can be as close as possible to the upper fixing plate and / or the lower fixing plate after use, reducing the impact force of the water flow on it and avoiding damage.
[0053] Specifically, the hinge member may include a hinge block 404, a first hinge head 405, and a second hinge head 406. The hinge block 404 is fixedly connected to the outside of the pressing slider 403. The first hinge head 405 is rotatably hinged within the hinge block 404. The second hinge head 406 is rotatably hinged to the first hinge head 405. At this time, the operating rod 407 is threadedly inserted into the second hinge head 406. The combined use of the two hinge heads can make the operating rod 407 more flexible and increase the operation convenience.
[0054] The extended structure of the embodiment of the present utility model includes an extension plate 3 and an extension rod 303; the structure of the extension plate 3 is as Figure 4 shown. A slot 304 matching the extension rod 303 is provided on the plate surface of the extension plate 3 in contact with the river embankment slope; both ends of the extension rod 303 are detachably connected to the upper reinforcement structure and the lower reinforcement structure, and the extension rod 303 is clamped with the slot 304.
[0055] To enhance the stability of the clamping connection between the extension rod 303 and the slot 304, in the embodiment of the present utility model, clamping strips 305 are fixedly connected to both sides of the inner wall of the slot 304, and the extension rod 303 is clamped into the slot 304 via the clamping strips 305.
[0056] To ensure the stability of the extension plate 3, the number of extension rods 303 in the embodiment of the present utility model is at least 2; when there are multiple extension rods 303, the rod bodies of the multiple extension rods 303 are parallel, and the multiple extension rods 303 fix the extension plate 3 to avoid the situation that the extension plate 3 is washed away due to an increase in water flow or long-term scouring.
[0057] The specific manner in which both ends of the extension rod 303 in the embodiment of the present utility model are detachably connected to the upper reinforcement structure and the lower reinforcement structure is as follows: a first rotary joint 301 is provided at the top end of the lower reinforcement plate 2, and a second rotary joint 302 is provided at the corresponding position at the bottom end of the upper reinforcement plate 1. Both ends of the extension rod 303 are connected to the first rotary joint 301 and the second rotary joint 302 respectively, so as to realize the detachable connection between the extension rod 303 and the upper reinforcement plate 1 and the lower reinforcement plate 2.
[0058] The usage method of the river embankment reinforcement device in the embodiment of the present utility model is as follows:
[0059] Step 1: Move the embankment bottom plate 201 to the bottom of the river embankment and embed the fixing spikes 202 into the bottom of the river channel to achieve a tight fit between the embankment bottom plate 201 and the bottom of the river channel. Then, attach the lower reinforcement plate 2 rotatably connected to the embankment bottom plate 201 to the river embankment slope.
[0060] Step 2: Connect the bottom end of the extension rod 303 to the first rotary joint 301 provided at the top of the lower reinforcement plate 2, and then connect the top end of the extension rod 303 to the second rotary joint 302 provided at the bottom of the upper reinforcement plate 1. After the connection is completed, use the reinforcement bolt 102 to fix the top slope plate 101 rotatably connected to the upper reinforcement plate 1 on the top surface of the river embankment.
[0061] Step 3: Snap the extension plate 3 onto the extension rod 303.
[0062] Step 4: Lift the operating rod 407 upward, driving the pressing slider 403 to move along the sliding rod 402. After the pressing slider 403 moves to the highest position, push the operating rod 407 to move downward quickly, driving the pressing slider 403 to also move downward quickly until it contacts the bottom limiting plate 401. At this time, the impact force of the pressing slider 403 acts on the limiting plate 401 and the corresponding upper reinforcement plate 1 and / or lower reinforcement plate 2, causing the barbs 103 on the corresponding upper reinforcement plate 1 and / or lower reinforcement plate 2 to further penetrate into the river embankment slope, thereby improving the fixing strength. Repeating this process multiple times can complete the strengthening and fixing of the upper reinforcement plate 1 and / or lower reinforcement plate 2.
[0063] When it is necessary to extend the combined length of the upper reinforcement plate 1 and the lower reinforcement plate 2, first disconnect the first rotary joint 301 from the second rotary joint 302 and select the corresponding extension plate 3 and extension rod 303 according to the required length. Then, connect the two ends of the extension rod 303 to the first rotary joint 301 and the second rotary joint 302 respectively, and fix the extension plate 3 on the extension rod 303 by snapping it with the card slot 304 and the card strip 305. This device is convenient for extending the combined length of the upper reinforcement plate 1 and the lower reinforcement plate 2.
[0064] The utility model can change the overall length of the river embankment reinforcement device by replacing the extension structures of different lengths so as to adapt to the heights of different river embankments, with strong adaptability and high practicality. The utility model realizes the fixed connection between the entire river embankment reinforcement device and the river embankment by setting the top slope plate 101 fixedly connected to the top surface of the river embankment, setting the bottom slope plate 201 connected to the bottom of the river channel and setting the fixing barbs 202 on the surface where the bottom slope plate 201 is connected to the bottom of the river channel, and setting the barbs 103 on the surfaces where the upper fixing plate and the lower fixing plate are connected to the river embankment slope, thereby improving the stability of the river embankment reinforcement device and avoiding the situation that the river embankment reinforcement device is washed away due to an increase in water flow or long-term scouring.
[0065] The above are only several embodiments of the present application, and do not impose any form of limitation on the present application. Although the present application is disclosed as above with preferred embodiments, it is not intended to limit the present application. Any person skilled in the relevant art, without departing from the scope of the technical solution of the present application, makes some changes or modifications using the technical content disclosed above, which are all equivalent to equivalent implementation cases and all fall within the scope of the technical solution.
Claims
1. A riverbank reinforcement device, characterized in that: It includes an upper reinforcement structure, a lower reinforcement structure and an extended structure; The expansion structure is disposed between the upper reinforcement structure and the lower reinforcement structure, and is detachably connected to the upper reinforcement structure and the lower reinforcement structure respectively; The upper reinforcement structure includes an upper reinforcement plate, a top slope plate and reinforcement bolts; The top end of the upper reinforcement plate is rotatably connected to the top slope plate, and the bottom end is detachably connected to the expansion structure; The reinforcing bolts are arranged on the top slope plate and are used to fix the top slope plate on the top surface of the river bank.
2. The riverbank reinforcement device according to claim 1, characterized in that: The lower reinforcement structure includes a lower reinforcement plate and a dike bottom plate; The top end of the lower reinforcement plate is detachably connected to the expansion structure, and the bottom end is rotatably connected to the dike bottom plate; The embankment bottom plate is connected to the bottom of the river channel, and the surface where the embankment bottom plate is connected to the bottom of the river channel is provided with fixing spikes.
3. The riverbank reinforcement device according to claim 2, characterized in that: Also included are hooks and barbs; The hook barbs are arranged on the surface where the upper reinforcement plate and / or the lower reinforcement plate meet the river bank slope.
4. The riverbank reinforcement device according to claim 3, characterized in that: Also included is a press-fixed structure; The compression structure is arranged on the surface of the upper reinforcement plate and / or the lower reinforcement plate away from the river bank slope, and is used to generate an impact force downward along the river bank slope, so that the hook barb is inserted into the river bank slope under the action of the impact force.
5. The riverbank reinforcement device according to claim 4, characterized in that: The pressing structure includes a slide bar, a pressing slider and two limit plates; The sliding rod is arranged on the surface of the upper reinforcing plate and / or the lower reinforcing plate away from the slope of the river bank, and the rod body of the sliding rod extends from the top surface of the river bank to the bottom surface of the river bank; The two limit plates are respectively arranged at two ends of the slide bar and connected to the slide bar; The pressing sliding block is arranged on the sliding rod.
6. The riverbank reinforcement device according to claim 5, characterized in that: The number of the sliding bars is at least 2; The rod bodies of the plurality of sliding rods are parallel.
7. The riverbank reinforcement device according to claim 5, characterized in that: Also includes an operating unit; The operating unit is disposed on the pressing slider and is used to drive the pressing slider to slide along the sliding rod.
8. The riverbank reinforcement device according to claim 7, characterized in that: The operating unit includes a hinge and an operating rod; The hinge is arranged on the pressing slider; The operating rod is connected to the hinge and is used to drive the pressing sliding block to slide along the sliding rod.
9. The riverbank reinforcement device according to any one of claims 1 to 8, characterized in that: The expansion structure includes an expansion plate and an expansion rod; A slot matching the expansion rod is provided on the plate surface where the expansion plate is connected to the river bank slope; Two ends of the expansion rod are detachably connected to the upper reinforcement structure and the lower reinforcement structure respectively, and the expansion rod is clamped with the clamping slot.
10. The riverbank reinforcement device according to claim 9, characterized in that: The number of the expansion rods is at least 2; The rod bodies of the plurality of extension rods are parallel.