Water conservancy project flood bank

By introducing structures such as a base plate, water-retaining plate, limiting plate, and limiting ring into the flood control dike, the problem of the flood control dike being prone to displacement under the impact of water flow has been solved, achieving a more efficient flood control effect and rapid installation, and enhancing the safety of personnel escape.

CN223647002UActive Publication Date: 2025-12-09杨焱威
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Patent Information

Application Number
CN202422685267.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-11-04
Publication Date
2025-12-09
Estimated Expiration
2034-11-04

AI Technical Summary

Technical Problem

Existing flood control dikes are prone to shifting due to water flow after installation, which reduces their flood control effectiveness and affects flood control performance.

Method used

The structure is designed with a base plate, baffle plate, limit plate, limit ring, connecting rod and anti-slip strip. Through the detachable installation of the slots, the insertion of the connecting rod and the setting of the guide plate, the stability and connection of the baffle plate are enhanced, and the occurrence of displacement and separation is reduced.

Benefits of technology

It improved the water-blocking effect of the flood control dike, reduced displacement and separation caused by water flow impact, and improved installation efficiency and personnel escape safety.

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Abstract

The utility model belongs to the technical field of flood control, and particularly relates to a hydraulic engineering flood bank which comprises a river bank and a bottom plate. One side of the bottom plate is rotationally connected with a water baffle; a plurality of first clamping grooves are formed in the top of the bottom plate; a plurality of second clamping grooves are formed in the side wall of the water baffle; a limiting plate is detachably mounted between the first clamping groove and the second clamping groove; a plurality of limiting rings are fixedly connected to the side wall of the river levee; a plurality of limiting rings are fixedly connected to the side wall of the water baffle; a connecting rod is detachably installed in the middle of the multiple limiting rings. The top end of the connecting rod is fixedly connected with a hook; by means of the structure, the situation that the flood control effect is reduced due to the fact that the flood control bank attached to the river bank is impacted by river water and moved away can be reduced, installation is convenient, and more time is saved for flood fighting in emergency situations.
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Description

Technical Field

[0001] This utility model belongs to the field of flood control technology, specifically a flood control dike for water conservancy projects. Background Technology

[0002] Flood control dikes are important water conservancy engineering facilities whose main function is to prevent rivers, lakes and other water bodies from overflowing during floods, thereby protecting the lives and property of people in the surrounding areas.

[0003] When the rainy season arrives, the river level continues to rise. To prevent the water level from exceeding the riverbank and causing a large overflow, flood control dikes are installed on the existing riverbanks to provide an additional flood barrier for the upcoming flood, thus more effectively protecting the surrounding areas from flood disasters. However, after the existing flood control dikes are installed, the water-retaining plates are easily impacted by the water flow and shift backward, causing floodwater to flow out and affecting the flood control effect.

[0004] Therefore, this utility model provides a flood control dike for water conservancy projects. Utility Model Content

[0005] In order to overcome the shortcomings of the prior art, at least one technical problem raised in the background art is solved.

[0006] The technical solution adopted by this utility model to solve its technical problem is as follows: The flood control dike of the water conservancy project of this utility model includes a river dike and a base plate; a water-retaining plate is rotatably connected to one side of the base plate; a plurality of first slots are opened on the top of the base plate; a plurality of second slots are opened on the side wall of the water-retaining plate; a limiting plate is detachably installed between the first slots and the second slots; through the above structure, the occurrence of flood control effect reduction caused by the impact of river water on the flood control dike attached to the river dike can be reduced, and the installation is convenient, saving more time for flood control in emergency situations.

[0007] Preferably, the sidewall of the river embankment is fixedly connected with multiple limiting rings; the sidewall of the water-retaining plate is fixedly connected with multiple limiting rings; a connecting rod is detachably installed in the middle of the multiple limiting rings; a hook is fixedly connected to the top of the connecting rod; through the above structure, the water-retaining effect of the flood control embankment can be improved, and the occurrence of flood control gaps caused by the displacement of the flood control embankment due to water flow impact can be reduced.

[0008] Preferably, one side of the water-blocking plate is provided with multiple connecting grooves; the other side of the water-blocking plate is fixedly connected with multiple connectors; through the above structure, multiple water-blocking plates can be connected and supported to reduce the occurrence of gaps between adjacent water-blocking plates due to the impact and deformation of some water-blocking plates by objects in the water, thereby reducing the occurrence of a decrease in flood control effect.

[0009] Preferably, connecting plates are fixed to both sides of the water baffle; a slot is provided in the middle of the connecting plate; a pin is detachably installed in the middle of the slot; through the above structure, the occurrence of separation of adjacent water baffles can be further reduced, the overall impact resistance of multiple connecting slots can be improved, and the flood control effect of the device can be improved.

[0010] Preferably, guide plates are fixed to both sides of the inner wall of the limiting ring; the guide plates are fixed to the limiting ring located in the middle of the river embankment; with the above structure, the occurrence of the bottom end of the connecting rod hitting the limiting ring in the water can be reduced when installing the connecting rod, making the installation of the connecting rod more convenient, improving the overall installation speed of the device, and saving critical time in flood control.

[0011] Preferably, the side wall of the water barrier is fixed with multiple anti-slip strips; the multiple anti-slip strips are evenly distributed on the side wall of the water barrier; with the above structure, if a person accidentally falls into the water, he / she can quickly climb out and escape from danger.

[0012] Preferably, the side wall of the river embankment is provided with a placement groove; the size of the placement groove is set to correspond to the limiting plate; after the device is used, the limiting plate can be inserted into the placement groove for storage, thereby reducing the occurrence of the limiting plate being lost due to being stored separately from the river embankment, which would cause inconvenience for the next use.

[0013] The beneficial effects of this utility model are as follows:

[0014] 1. The flood control dike for water conservancy projects described in this utility model, through the setting of a base plate, a water-retaining plate, a first slot, a second slot, and a limiting plate, can reduce the occurrence of flood control effect reduction caused by the impact of river water on the flood control dike attached to the river embankment. Moreover, it is easy to install and saves more time for flood control in emergency situations.

[0015] 2. The flood control dike for water conservancy projects described in this utility model can improve the water-blocking effect of the flood control dike by setting a limiting ring, connecting rod and hook, and reduce the occurrence of flood control gaps caused by the displacement of the flood control dike due to water flow impact. Attached Figure Description

[0016] The present invention will be further described below with reference to the accompanying drawings.

[0017] Figure 1 This is a perspective view of the present invention;

[0018] Figure 2 This is a schematic diagram of the limiting plate in this utility model;

[0019] Figure 3 This is a schematic diagram of the structure of the water baffle in this utility model;

[0020] Figure 4 This is a schematic diagram of the limiting ring in this utility model.

[0021] In the diagram: 1. Riverbank; 12. Base plate; 13. Water barrier; 14. First slot; 15. Second slot; 16. Limiting plate; 2. Limiting ring; 21. Connecting rod; 22. Hook; 3. Connecting groove; 31. Connecting head; 4. Connecting plate; 41. Slot; 42. Pin; 5. Guide plate; 6. Anti-slip strip; 7. Installation groove. Detailed Implementation

[0022] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0023] like Figures 1 to 4 As shown in the figure, a flood control dike for a water conservancy project according to an embodiment of the present invention includes a riverbank 1 and a base plate 12; a water-retaining plate 13 is rotatably connected to one side of the base plate 12; a plurality of first slots 14 are provided on the top of the base plate 12; a plurality of second slots 15 are provided on the side wall of the water-retaining plate 13; a limiting plate 16 is detachably installed between the first slots 14 and the second slots 15; during operation, when it is necessary to strengthen the riverbank 1 to prevent flood overflow, the base plate 12 is installed on the top of the riverbank 1 and fixed by common means, and then the water-retaining plate 13 is rotated and unfolded so that the lower half of the water-retaining plate 13 is inclined with the riverbank 1. The sections are fitted together, and then the limiting plate 16 is inserted into the corresponding first slot 14 and second slot 15 to support the water-blocking plate 13, keeping the water-blocking plate 13 tilted. As the water level in the river gradually rises, the river water will put pressure on the water-blocking plate 13 and cause the device to move away from the slope of the riverbank 1. However, the bottom of the water-blocking plate 13 will be blocked by the riverbank 1, so the device will not be easily moved away. With the above structure, the occurrence of the flood control dike attached to the riverbank being moved away by the river water, resulting in a decrease in flood control effect, can be reduced. Moreover, it is easy to install and saves more time for flood control in emergency situations.

[0024] like Figures 1 to 4 As shown, multiple limiting rings 2 are fixedly connected to the side wall of the riverbank 1; multiple limiting rings 2 are fixedly connected to the side wall of the water-retaining plate 13; a connecting rod 21 is detachably installed in the middle of the multiple limiting rings 2; a hook 22 is fixedly connected to the top of the connecting rod 21; during operation, after the water-retaining plate 13 is flipped over and attached to the inclined surface of the riverbank 1, the connecting rod 21 is inserted into the multiple limiting rings 2 on the riverbank 1 and the water-retaining plate 13, so that the water-retaining plate 13 will not easily separate from the riverbank 1, thereby improving the water-blocking effect of the water-retaining plate 13 when it is impacted by river water, reducing the occurrence of river water entering from the joint between the water-retaining plate 13 and the riverbank 1 and lifting the water-retaining plate 13. Through the above structure, the water-blocking effect of the flood control dike can be improved, and the occurrence of flood control gaps caused by the displacement of the flood control dike by water flow impact can be reduced.

[0025] like Figures 1 to 3 As shown, a plurality of connecting grooves 3 are provided on one side of the water-blocking plate 13; a plurality of connectors 31 are fixedly connected to the other side of the water-blocking plate 13; during operation, when installing multiple water-blocking plates 13, the connecting grooves 3 and connectors 31 in the middle of adjacent water-blocking plates 13 are connected, so that adjacent water-blocking plates 13 can support each other and the force they bear can be transmitted to each other. Through the above structure, multiple water-blocking plates 13 can be connected and supported to reduce the occurrence of gaps between adjacent water-blocking plates 13 due to the impact and deformation of some water-blocking plates 13 by objects in the water, thereby reducing the occurrence of a decrease in flood control effect.

[0026] like Figures 1 to 3 As shown, connecting plates 4 are fixed to both sides of the water baffle 13; a slot 41 is provided in the middle of the connecting plate 4; a pin 42 is detachably installed in the middle of the slot 41; during operation, after the adjacent water baffles 13 are connected through the connecting groove 3 and the connecting head 31, the pair of connecting plates 4 on the side walls of the adjacent water baffles 13 will be staggered together, and then the pin 42 is inserted into the middle of the slot 41 of the pair of connecting plates 4, so that the pair of water baffles 13 will not easily separate, and multiple water baffles 13 are connected into a whole. Through the above structure, the occurrence of separation of adjacent water baffles 13 can be further reduced, the overall impact resistance of multiple connecting grooves 3 can be improved, and the flood control effect of the device can be improved.

[0027] like Figures 1 to 4 As shown, guide plates 5 are fixed to both sides of the inner wall of the limiting ring 2; the guide plates 5 are fixed to the limiting ring 2 located in the middle of the river embankment 1; during operation, when the connecting rod 21 is inserted into multiple limiting rings 2, since some of the limiting rings 2 in the middle of the river embankment 1 are submerged in water and difficult to observe, the end of the connecting rod 21 is prone to collide with the limiting ring 2 after being inserted into the water, affecting the installation speed of the device. With the setting of the guide plates 5, after the end of the connecting rod 21 is inserted into the uppermost limiting ring 2 on the side wall of the river embankment 1, the end of the connecting rod 21 is unlikely to deviate to the sides, so that it can be quickly inserted into the middle of multiple limiting rings 2. Through the above structure, when installing the connecting rod 21, the occurrence of the bottom end of the connecting rod 21 hitting the limiting ring 2 in the water can be reduced, making the installation of the connecting rod 21 more convenient, improving the overall installation speed of the device, and saving critical time in flood control.

[0028] like Figures 1 to 4As shown, multiple anti-slip strips 6 are fixed to the side wall of the flood barrier 13; the multiple anti-slip strips 6 are evenly distributed on the side wall of the flood barrier 13; during operation, if personnel accidentally fall into the water during or after the installation of the flood barrier, they can climb up along the flood barrier 13 with the help of the limiting ring 2. At this time, the setting of multiple anti-slip strips 6 can increase the friction between the bottom of the personnel's feet and the surface of the flood barrier 13, enabling the personnel to climb out quickly. Through the above structure, personnel can quickly climb out and escape danger after accidentally falling into the water.

[0029] like Figure 3 As shown, a placement groove 7 is provided on the side wall of the river embankment 1; the size of the placement groove 7 is set to correspond to the limiting plate 16; after the device is used, the limiting plate 16 can be inserted into the placement groove 7 for storage, thereby reducing the occurrence of the situation where the limiting plate 16 is lost due to being stored separately from the river embankment 1, which would cause inconvenience for the next use.

[0030] During operation, when it is necessary to reinforce the riverbank 1 to prevent flood overflow, the base plate 12 is installed on top of the riverbank 1 and fixed using common methods. Then, the water-retaining plate 13 is rotated and unfolded so that the lower half of the water-retaining plate 13 fits against the inclined section of the riverbank 1. Then, the limiting plate 16 is inserted into the corresponding first slot 14 and second slot 15 to support the water-retaining plate 13, keeping it inclined. As the water level in the river gradually rises, the river water will exert pressure on the water-retaining plate 13 and cause the device to move away from the inclined surface of the riverbank 1. However, the bottom of the water-retaining plate 13 will... Because the device is blocked by the riverbank 1, it cannot be easily moved. After the water-blocking plate 13 is flipped over and aligned with the slope of the riverbank 1, the connecting rod 21 is inserted into the multiple limiting rings 2 on the riverbank 1 and the water-blocking plate 13, so that the water-blocking plate 13 will not easily separate from the riverbank 1. This improves the water-blocking effect of the water-blocking plate 13 when impacted by river water, reducing the possibility of river water entering from the joint between the water-blocking plate 13 and the riverbank 1 and lifting the water-blocking plate 13. When installing multiple water-blocking plates 13, the connecting groove 3 and the connecting head 31 in the middle of adjacent water-blocking plates 13 are connected, thereby making the connection between the two water-blocking plates 13 more secure. Adjacent baffles 13 can support each other and transmit the force they bear. After connecting adjacent baffles 13 through connecting grooves 3 and connectors 31, a pair of connecting plates 4 on the sidewalls of adjacent baffles 13 will be staggered vertically. Then, pins 42 are inserted into the middle of the slots 41 of the pair of connecting plates 4, so that the pair of baffles 13 will not easily separate. Multiple baffles 13 are connected into a whole. When the connecting rod 21 is inserted into multiple limiting rings 2, because some of the limiting rings 2 in the middle of multiple riverbanks 1 are submerged in water and difficult to observe, the end of the connecting rod 21 is... After being inserted into the water, it is easy to collide with the limiting ring 2, which affects the installation speed of the device. With the setting of the guide plate 5, the end of the connecting rod 21 can be inserted into the uppermost limiting ring 2 on the side wall of the river embankment 1, making it difficult for the end of the connecting rod 21 to deviate to both sides. This allows it to be quickly inserted into the middle of multiple limiting rings 2. During and after the installation of the flood control embankment, if personnel accidentally fall into the water, they can climb up along the water baffle 13 and with the help of the limiting rings 2. At this time, the setting of multiple anti-slip strips 6 can increase the friction between the bottom of the personnel's feet and the surface of the water baffle 13, allowing the personnel to climb out quickly.

[0031] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of this utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claimed utility model. The scope of protection of this utility model is defined by the appended claims and their equivalents.

Claims

1. A flood control dike for water conservancy projects, comprising a riverbank (1) and a base slab (12); characterized in that: A water baffle (13) is rotatably connected to one side of the base plate (12); a plurality of first slots (14) are provided on the top of the base plate (12); a plurality of second slots (15) are provided on the side wall of the water baffle (13); a limit plate (16) can be detachably installed between the first slots (14) and the second slots (15).

2. The flood control dike for water conservancy projects according to claim 1, characterized in that: The side wall of the river embankment (1) is fixed with multiple limiting rings (2); the side wall of the water baffle (13) is fixed with multiple limiting rings (2); a connecting rod (21) is detachably installed in the middle of the multiple limiting rings (2); a hook (22) is fixed to the top of the connecting rod (21).

3. A flood control dike for water conservancy projects according to claim 1, characterized in that: The baffle plate (13) has multiple connecting grooves (3) on one side; and multiple connectors (31) are fixed to the other side of the baffle plate (13).

4. A flood control dike for water conservancy projects according to claim 1, characterized in that: Both sides of the baffle plate (13) are fixedly connected to the connecting plate (4); the middle of the connecting plate (4) is provided with a slot (41); a pin (42) is detachably installed in the middle of the slot (41).

5. A flood control dike for water conservancy projects according to claim 2, characterized in that: Guide plates (5) are fixedly connected to both sides of the inner wall of the limiting ring (2); the guide plates (5) are fixedly connected to the limiting ring (2) located in the middle of the river embankment (1).

6. A flood control dike for water conservancy projects according to claim 1, characterized in that: The side wall of the baffle plate (13) is fixed with a plurality of anti-slip strips (6); the plurality of anti-slip strips (6) are evenly distributed on the side wall of the baffle plate (13).

7. A flood control dike for water conservancy projects according to claim 1, characterized in that: The side wall of the river embankment (1) is provided with a placement groove (7); the size of the placement groove (7) is set in correspondence with the limiting plate (16).