Water conservancy flood bank

Abstract

The utility model relates to the technical field of water conservancy, in particular to a water conservancy flood bank which comprises a bank base, a containing groove is formed in one side of the bank base, sliding grooves are formed in the upper side and the lower side of the containing groove, a buffering base is arranged in the containing groove in a sliding mode, and connecting blocks are fixedly installed on the upper side and the lower side of the buffering base. And the connecting blocks are slidably arranged in the sliding grooves, buffering pieces are placed in the containing grooves and located on the inner sides of the buffering bases, grooves are formed in the upper surface of the bank base, flood control plates are rotatably installed in the grooves, and the water conservancy flood control bank can buffer and block surge of flood and is worthy of popularization.

Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy, in particular to a water conservancy flood control embankment. Background Art

[0002] Flood dikes refer to dams built to prevent river flooding. Flood dikes are built in rivers and other waters. The impact of floods is relatively strong, and the surging water will cause damage to the flood dikes. After the flood control work is completed and the water level drops, the surface of the flood dike will be severely damaged by the impact, and the surface of the flood dike needs to be reinforced and repaired, which is more troublesome. Utility Model Content

[0003] The utility model aims to solve the defect in the prior art that the surface of the flood embankment is easily damaged by impact, and proposes a hydraulic flood embankment.

[0004] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0005] A water conservancy flood control embankment is designed, including a embankment seat, a receiving groove is provided on one side of the embankment seat, sliding grooves are provided on the upper and lower sides of the receiving groove, a buffer seat is slidably arranged inside the receiving groove, connecting blocks are fixedly installed on the upper and lower sides of the buffer seat, the connecting block is slidably arranged in the sliding groove, a buffer member is placed inside the receiving groove and on the inner side of the buffer seat, a groove is provided on the upper surface of the embankment seat, a flood control plate is rotatably installed inside the groove, a storage groove is provided inside the flood control plate, and a telescopic rod is rotatably connected inside the storage groove.

[0006] Preferably, the interior of the buffer is composed of stacked waste tires.

[0007] Preferably, a guide groove is provided on the outer surface of the buffer seat, and the cross-section of the guide groove is arc-shaped.

[0008] Preferably, a protective layer is fixedly installed on the surface of the guide groove.

[0009] Preferably, a flow blocking groove is provided on one side of the embankment seat and below the accommodating groove, and a mesh plate is fixedly installed on the surface of the flow blocking groove.

[0010] Preferably, a placement cavity is provided inside the embankment and below the groove.

[0011] The utility model provides a hydraulic flood embankment with the following beneficial effects: during use of the hydraulic flood embankment, the flow blocking groove can block the water flow and mitigate the impact of the water flow. When the surge passes through the flow blocking groove, it will roll over. The guide groove can block the water flow and the surge will not surge into the top of the embankment seat. The protective layer can prevent the impact of the water flow from damaging the buffer seat. The buffer seat will be squeezed by the impact of the water flow, and the buffer member can play a good buffering role and mitigate the damage to the embankment seat caused by the surge. The flood control board can be supported by stretching the telescopic rod, and the flood control bag can be blocked between the flood control boards to block the water flow at high water levels. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 A schematic diagram of the structure of a water conservancy flood embankment proposed by the utility model;

[0013] Figure 2 It is a structural schematic diagram of a flood control board in a hydraulic flood control embankment proposed by the utility model in a lifted state;

[0014] Figure 3 A schematic diagram of the side structure of a water conservancy flood embankment proposed by the utility model;

[0015] Figure 4 The utility model is a schematic structural diagram of a flood control plate in a water conservancy flood control embankment.

[0016] In the figure: 1. dike seat; 2. receiving groove; 3. buffer seat; 4. guide groove; 5. protective layer; 6. connecting block; 7. sliding groove; 8. groove; 9. flood control board; 10. storage groove; 11. telescopic rod; 12. placement cavity; 13. buffer part; 14. flow blocking groove; 15. mesh plate. DETAILED DESCRIPTION

[0017] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments.

[0018] Example 1

[0019] Reference Figure 1-4A water conservancy flood embankment includes an embankment seat 1, a receiving groove 2 is provided on one side of the embankment seat 1, sliding grooves 7 are provided on the upper and lower sides of the receiving groove 2, a buffer seat 3 is slidably provided inside the receiving groove 2, connecting blocks 6 are fixedly installed on the upper and lower sides of the buffer seat 3, and the connecting block 6 is slidably provided in the sliding groove 7. The buffer seat 3 will move under the impact of flood surges, and the connecting block 6 and the sliding groove 7 can limit the displacement of the buffer seat 3. A buffer 13 is placed inside the receiving groove 2 and inside the buffer seat 3, and the buffer 13 is composed of stacked waste tires. The waste tires can have an elastic support effect on the buffer seat 3. When the buffer seat 3 is impacted by the surge and has a tendency to move, the waste tires will be squeezed by the buffer seat 3, and the impact force of the surge can be buffered by the waste tires. A guide groove 4 is provided on the outer surface of the buffer seat 3. The cross section of the guide groove 4 is an arc shape. As shown in the attached figure, the guide groove 4 can drain the surge. When the surge moves toward the embankment seat 1, the surge will flow to the embankment seat 1 and then rush to the guide groove 4. The guide groove 4 can divert some surges away from the embankment seat 1. The surge will flip under the action of the guide groove 4. Compared with the traditional slope embankment, the flood control embankment can prevent small surges from rushing to the top of the embankment. If a large surge occurs, the guide groove 4 cannot completely block the large surge. At this time, the flood control board 9 will be needed to further block it. A protective layer 5 is fixedly installed on the surface of the guide groove 4. The protective layer 5 is a waterproof and anti-corrosion structure, which can reduce the erosion of the inner wall of the guide groove 4 by the surge and can extend the service life of the buffer seat 3.

[0020] A blocking groove 14 is provided on one side of the embankment seat 1 and below the receiving groove 2. The structure of the blocking groove 14 is shown in the attached figure. When the surge flows toward the embankment seat, a part of the surge will enter the blocking groove 14, and the surge will hit the inner wall of the blocking groove 14. The blocking groove 14 can reduce the impact force of the surge, and to a certain extent, can reduce the burden of the buffer seat 3. A mesh plate 15 is fixedly installed on the surface of the blocking groove 14. The mesh plate 15 can protect the inside of the blocking groove 14, and the mesh plate 15 will not affect the surge from entering the blocking groove 14. The mesh plate 15 can prevent garbage from entering the blocking groove 14, and avoid the blocking groove 14 from being blocked and the surge cannot enter the blocking groove 14.

[0021] A groove 8 is provided on the upper surface of the embankment seat 1, and a flood-proof board 9 is rotatably installed inside the groove 8. The flood-proof board 9 is used to block the flood water rushing to the top of the embankment seat 1. A storage groove 10 is provided inside the flood-proof board 9, and a telescopic rod 11 is rotatably connected inside the storage groove 10. The telescopic rod 11 can support the flood-proof board 9. When the telescopic rod 11 is stored in the storage groove 10 inside the flood-proof board 9, the flood-proof board 9 is stored in the groove 8, and the surface of the flood-proof board 9 is flush with the surface of the embankment seat 1, which can ensure that the top of the embankment seat 1 is flat and will not affect the workers walking on the embankment seat 1.

[0022] A placement cavity 12 is provided inside the embankment seat 1 and below the groove 8. A flood prevention bag is stored inside the placement cavity 12 for emergency use. In addition, there is a gap between the flood prevention boards 9, and the gap is just the same as the thickness of the flood prevention bag. The flood prevention bags can be stacked between the flood prevention boards 9 to fill the gap between the flood prevention bags. Figure 3 shown.

[0023] Working principle: During the use of the hydraulic flood control levee, when the water flow at a low water level surges, the water flow flows to the bottom of the levee seat 1, and a part of the water flow will enter the flow blocking groove 14 during the surging process. The flow blocking groove 14 can block the water flow and slow down the impact of the water flow. Then the water flow will flow into the guide groove 4, and the rolling surge will impact the buffer seat 3. The buffer seat 3 will squeeze the buffer member 13 when impacted. The buffer member 13 plays a good buffering role and can reduce the damage caused by the surge to the levee seat 1. The surge will roll when passing through the flow blocking groove 4, and the surge will not surge into the top of the levee seat 1. When the water level becomes high, the guide groove 4 cannot completely block the surge. It is necessary to open the flood control board 9, support the flood control board 9 by stretching the telescopic rod 11, and take out the flood control bag inside the placement cavity 12 for use, which can prevent the gap on the levee bank, and can also block a part of the flood control bag between the flood control boards 9. The flood control board 9 and the flood control bag can block the water flow at a high water level.

[0024] 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 within the technical scope disclosed by the present invention according to the technical scheme and the utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A hydraulic flood control embankment, comprising an embankment seat (1), characterized in that: A receiving groove (2) is provided on one side of the embankment seat (1), and sliding grooves (7) are provided on the upper and lower sides of the receiving groove (2). A buffer seat (3) is slidably provided inside the receiving groove (2), and connecting blocks (6) are fixedly installed on the upper and lower sides of the buffer seat (3), and the connecting block (6) is slidably provided in the sliding groove (7). A buffer member (13) is placed inside the receiving groove (2) and on the inner side of the buffer seat (3). A groove (8) is provided on the upper surface of the embankment seat (1), and a flood prevention plate (9) is rotatably installed inside the groove (8). A storage groove (10) is provided inside the flood prevention plate (9), and a telescopic rod (11) is rotatably connected inside the storage groove (10).

2. The hydraulic flood embankment according to claim 1, characterized in that: The buffer (13) is internally composed of stacked waste tires.

3. The hydraulic flood embankment according to claim 1, characterized in that: The outer surface of the buffer seat (3) is provided with a guide groove (4), and the cross section of the guide groove (4) is in an arc shape.

4. The hydraulic flood embankment according to claim 3, characterized in that: A protective layer (5) is fixedly mounted on the surface of the guide groove (4).

5. The hydraulic flood embankment according to claim 1, characterized in that: A flow blocking groove (14) is provided on one side of the dam seat (1) and below the containing groove (2), and a mesh plate (15) is fixedly mounted on the surface of the flow blocking groove (14).

6. The water conservancy flood embankment according to claim 1, characterized in that: A placement cavity (12) is provided inside the dam seat (1) and below the groove (8).

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