Anti-seepage reinforcing structure for water conservancy dike project

Abstract

The utility model relates to the technical field of water conservancy embankment projects, and discloses a water conservancy embankment project anti-seepage reinforcing structure which comprises a embankment and an anti-seepage plate, a water baffle is movably installed on the surface of the anti-seepage plate, two inserting plates are fixedly connected to one side face of the anti-seepage plate, and the two inserting plates are fixedly connected to the side face of the anti-seepage plate. Two inserting plates are formed in one side face of the anti-seepage plate, two inserting grooves are formed in the other side face of the anti-seepage plate, the inserting plates are matched with the inserting grooves, two screw rods are rotationally connected to the surface of the anti-seepage plate, pressing plates are connected to the surfaces of the two screw rods in a threaded and sleeving mode, and a plurality of clamping rods are fixedly connected to the surfaces of the two pressing plates; when the anti-seepage structure is used, a plurality of structures can be rapidly installed and connected, the connection is very tight, no gap is generated, the anti-seepage effect is better, and water flow is prevented from seeping into a dam.

Description

Technical Field

[0001] This utility model relates to the field of water conservancy and embankment engineering technology, specifically to a seepage prevention and reinforcement structure for water conservancy and embankment engineering. Background Technology

[0002] Seepage prevention treatment of the foundation of dikes is a major engineering measure to effectively improve the seepage prevention effect of flood control dikes. By determining the bearing layer of the foundation and studying the principle of its seepage failure, vertical seepage prevention construction is carried out, and then anti-seepage concrete formwork is used to achieve the seepage prevention purpose of flood control dikes.

[0003] A search revealed a water conservancy embankment seepage prevention and reinforcement structure with publication number CN 219527499 U, belonging to the technical field of seepage prevention and reinforcement structures. This invention addresses the problem that existing technologies cannot transform temporary waterproof barriers into reinforced waterproof barriers. The invention includes a reinforcement body installed on the seepage prevention wall, and a seepage prevention structure mounted on the reinforcement body and sliding vertically with it for initial and secondary reinforcement to prevent seepage. This invention is used for seepage prevention in water conservancy embankment projects.

[0004] However, the above structure still has some shortcomings in use. When the dam is long, multiple reinforcement structures cannot be quickly installed and connected, which can easily lead to gaps. This allows water to enter the interior of the dam through the gaps, resulting in poor seepage prevention. Utility Model Content

[0005] To address the shortcomings of existing technologies, this utility model provides a seepage prevention and reinforcement structure for water conservancy dikes, which solves the problem that when the dike is long, multiple reinforcement structures cannot be quickly installed and connected, which easily leads to gaps, allowing water to enter the interior of the dike through the gaps and resulting in poor seepage prevention.

[0006] This utility model provides the following technical solution: a seepage prevention and reinforcement structure for water conservancy dike engineering, including a dike and a seepage prevention plate. A water-retaining plate is movably installed on the surface of the seepage prevention plate. Two insert plates are fixedly connected to one side of the seepage prevention plate, and two slots are opened on the other side of the seepage prevention plate. The insert plates match the slots. Two screws are rotatably connected to the surface of the seepage prevention plate. A pressure plate is threaded onto the surface of each of the two screws. Multiple locking rods are fixedly connected to the surface of each of the two pressure plates. Multiple locking grooves that match the locking rods are opened on the surface of the seepage prevention plate and the two insert plates.

[0007] Preferred technical solution 1: Two limiting rods are fixedly connected to the surface of the seepage-proof board, and limiting grooves are opened on the surface of the two pressure plates. The two pressure plates can be slidably sleeved on the two limiting rods through the limiting grooves respectively.

[0008] Preferred technical solution 2: Two grooves are formed on the surface of the seepage barrier, and sliders are slidably connected inside the two grooves. The two sliders are movably connected to the baffle plate by connecting rods. Damping pads are fixedly connected to one side wall of the two grooves, and springs are fixedly connected between the two sliders and the two damping pads.

[0009] Preferred technical solution 3: The surface of the seepage-proof board is provided with a set of threaded holes, and each threaded hole is threaded with a threaded rod inside, and one end of each of the two threaded rods is fixedly connected to a fixed cone.

[0010] Preferred technical solution four: A rotating disk is fixedly connected to the top of each of the two screws, and a limiting disk is fixedly connected to the top of each of the two limiting rods.

[0011] Preferred technical solution five: The surfaces of both the seepage-proof plate and the water-retaining plate are coated with an anti-rust coating.

[0012] Compared with existing technologies, this utility model provides a seepage prevention and reinforcement structure for water conservancy dikes, which has the following beneficial effects: In use, the seepage prevention plate is installed on the dike through a threaded rod. At the same time, the insert plate on one seepage prevention plate can be inserted into the slot of another seepage prevention plate. Then, the screw is rotated to drive the clamping rod to be inserted into the slot, thus fixing the two seepage prevention plates in place. Then, the threaded rod is used for further fixing. Multiple seepage prevention plates can be installed and connected according to the length of the dike. When waterproofing, the water flow impacts the water-retaining plate on the seepage prevention plate, causing the water-retaining plate to rotate and compress the spring. The spring force and the damping pad buffer and dampen the impact vibration, preventing damage to the water-retaining plate and effectively avoiding water flow impact. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the structure of this utility model;

[0014] Figure 2 This is a schematic diagram of the seepage-proof board structure of this utility model;

[0015] Figure 3 For the present utility model Figure 2 Enlarged view of the structure of A in the middle;

[0016] Figure 4 For the present utility model Figure 2 Enlarged view of the structure of B in the middle.

[0017] In the diagram: 1. Dam; 2. Impermeable board; 3. Water-retaining plate; 4. Insert plate; 5. Slot; 6. Screw; 7. Pressure plate; 8. Locking rod; 9. Locking groove; 10. Limiting rod; 11. Limiting groove; 12. Sliding groove; 13. Sliding block; 14. Connecting rod; 15. Damping pad; 16. Spring; 17. Threaded hole; 18. Threaded rod; 19. Fixed cone. Detailed Implementation

[0018] See also Figure 1-4 ,

[0019] Example 1: A seepage prevention and reinforcement structure for a water conservancy embankment includes a dam 1 and a seepage prevention plate 2. A water-retaining plate 3 is movably installed on the surface of the seepage prevention plate 2. Two insert plates 4 are fixedly connected to one side of the seepage prevention plate 2, and two slots 5 are opened on the other side of the seepage prevention plate 2. The insert plates 4 and slots 5 are matched. Two screws 6 are rotatably connected to the surface of the seepage prevention plate 2. Pressure plates 7 are threaded onto the surface of the two screws 6. Multiple clamping rods 8 are fixedly connected to the surface of the two pressure plates 7. Multiple slots 9 that match the clamping rods 8 are opened on the surface of the seepage prevention plate 2 and the two insert plates 4.

[0020] Example 2: The difference between this example and Example 1 is that two limiting rods 10 are fixedly connected to the surface of the seepage barrier 2, and limiting grooves 11 are opened on the surface of the two pressure plates 7. The two pressure plates 7 can be slidably sleeved on the two limiting rods 10 through the limiting grooves 11 to restrict the movement of the pressure plates 7, which facilitates the installation of multiple seepage barrier 2.

[0021] Example 3: The difference between this example and Example 1 is that the surface of the seepage barrier 2 has two grooves 12, and the inside of each groove 12 is slidably connected to a slider 13. The two sliders 13 are movably connected to the baffle plate 3 by connecting rods 14. The inner side wall of each groove 12 is fixedly connected to a damping pad 15. The two sliders 13 are fixedly connected to the two damping pads 15 by springs 16. The impact of the water flow can be buffered and damped by the action of the springs 16 and the damping pads 15.

[0022] Example 4: The difference between this example and Example 1 is that the surface of the seepage barrier 2 is provided with a set of threaded holes 17, and each threaded hole 17 is threaded with a threaded rod 18. One end of each of the two threaded rods 18 is fixedly connected to a fixing cone 19, so that the seepage barrier 2 is stably installed on the dam 1.

[0023] Example 5: The difference between this example and Example 1 is that the top ends of both screws 6 are fixedly connected to rotating disks, and the top ends of both limiting rods 10 are fixedly connected to limiting disks, which facilitates operation by the user.

[0024] Example 6: The difference between this example and Example 1 is that the surfaces of both the seepage barrier 2 and the water barrier 3 are coated with an anti-rust coating, making the seepage barrier 2 and the water barrier 3 more robust and durable.

[0025] In summary, the seepage prevention and reinforcement structure of this water conservancy embankment project, when in use, the seepage prevention plate 2 is installed on the embankment 1 via the threaded rod 18. At the same time, the insert plate 4 on one seepage prevention plate 2 can be inserted into the slot 5 of another seepage prevention plate 2. Then, the screw rod 6 is rotated to drive the clamping rod 8 into the slot 9 to fix the two seepage prevention plates 2 in place. Then, the threaded rod 18 is used for further fixation. Multiple seepage prevention plates 2 can be installed and connected according to the length of the embankment. When waterproofing, the water flow impacts the water-retaining plate 3 on the seepage prevention plate 2, causing the water-retaining plate 3 to rotate and compress the spring 16. The elasticity of the spring 16 and the action of the damping pad 15 buffer and dampen the impact vibration, preventing damage to the water-retaining plate 3 and effectively avoiding water flow impact.

Claims

1. A seepage prevention and reinforcement structure for water conservancy dikes, comprising a dike (1) and a seepage prevention board (2), characterized in that: A water baffle (3) is movably installed on the surface of the seepage barrier (2). Two insert plates (4) are fixedly connected to one side of the seepage barrier (2). Two slots (5) are opened on the other side of the seepage barrier (2). The insert plates (4) match the slots (5). Two screws (6) are rotatably connected to the surface of the seepage barrier (2). Pressure plates (7) are threaded onto the surface of the two screws (6). Multiple locking rods (8) are fixedly connected to the surface of the two pressure plates (7). Multiple slots (9) matching the locking rods (8) are opened on the surface of the seepage barrier (2) and the two insert plates (4).

2. The seepage prevention and reinforcement structure for water conservancy dikes according to claim 1, characterized in that: Two limiting rods (10) are fixedly connected to the surface of the seepage-proof board (2). The surfaces of the two pressure plates (7) are provided with limiting grooves (11). The two pressure plates (7) can be slidably sleeved on the two limiting rods (10) through the limiting grooves (11).

3. The seepage prevention and reinforcement structure for water conservancy dikes according to claim 1, characterized in that: The surface of the seepage-proof plate (2) has two grooves (12), and the interior of each groove (12) is slidably connected to a slider (13). The two sliders (13) are movably connected to the baffle plate (3) by connecting rods (14). The interior sidewalls of the two grooves (12) are fixedly connected to damping pads (15), and the two sliders (13) are fixedly connected to the two damping pads (15) by springs (16).

4. The seepage prevention and reinforcement structure for water conservancy dikes according to claim 1, characterized in that: The surface of the impermeable plate (2) is provided with a set of threaded holes (17), and each threaded hole (17) is threaded with a threaded rod (18), and one end of each of the two threaded rods (18) is fixedly connected with a fixing cone (19).

5. The seepage prevention and reinforcement structure for water conservancy dikes according to claim 2, characterized in that: The top ends of the two screws (6) are fixedly connected to rotating disks, and the top ends of the two limiting rods (10) are fixedly connected to limiting disks.

6. The seepage prevention and reinforcement structure for water conservancy dikes according to claim 1, characterized in that: The surfaces of the seepage-proof plate (2) and the water-blocking plate (3) are both coated with an anti-rust coating.

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