Hydraulic engineering dike reinforcing structure

By introducing worms, worm gears, rotating rollers and rainproof cloth structures into the embankment of water conservancy projects, the soil fall off caused by heavy rain is solved, the centralized discharge of rainwater and the automatic recycling of rainproof cloth is realized, green plants are protected and disaster resistance of the embankment is improved ability.

CN222139918UActive Publication Date: 2024-12-10XUANCHENG ZHENHUA WATER CONSERVANCY ENG CO LTD
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Patent Information

Application Number
CN202420871817.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-25
Publication Date
2024-12-10
Estimated Expiration
2034-04-25

AI Technical Summary

Technical Problem

In heavy rainy weather, the reinforcement structure of the embankment of water conservancy projects will cause some land to come into contact with the water flow, causing soil to fall off, affecting the service life of the embankment and environmental protection.

Method used

A dam structure including worm, worm gear, rotating shaft, rotating roller, conveying rope and rainproof cloth is designed. By driving the handle, the worm is driven to rotate, and the rotating roller and conveying rope are driven. The rainproof cloth covers the lawn, and the rainwater passes through the deflector and the water conveying tank. Concentrated emissions to reduce soil erosion, and realize automatic recycling of rainproof cloth through roll rolls and spring mechanisms.

Benefits of technology

It effectively protects green plants, reduces soil erosion, realizes automatic recycling and rapid adjustment of rainproof cloth, and improves the disaster resistance and environmental friendliness of the dam.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of water conservancy projects, and discloses a water conservancy project dike reinforcing structure which comprises a dike body, a worm is rotatably connected in the dike body, one end of the worm is fixedly connected with a handle, a worm gear is rotatably connected in the dike body, the worm gear is meshed with the worm, and the handle is fixedly connected with the handle. A rotating shaft is fixedly connected to the interior of the worm wheel, a rotating roller is fixedly connected to the outer wall of the rotating shaft, a lower guide plate is fixedly connected to the lower side of the outer wall of the dam body, and an upper guide plate is fixedly connected to the upper side of the outer wall of the dam body. According to the utility model, firstly, the handle is driven to drive the worm to rotate in the dam main body, and then the worm is matched with the upper guide plate, the lower guide plate and the water conveying groove to convey rainwater in a centralized manner, so that the problem that part of land is still in contact with water flow in rainstorm weather is solved, green plants are protected, and the possibility of water and soil loss is reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy projects, in particular to a water conservancy project embankment reinforcement structure. Background Art

[0002] The reinforcement of levees in water conservancy projects is an important measure to ensure the safety of areas around rivers, lakes and reservoirs. By reinforcing the levees, their ability to resist natural disasters such as floods, high tides and earthquakes can be improved. The design and implementation of levee reinforcement projects need to follow the principles of scientificity, safety, economy and environmental friendliness to ensure that while improving the safety of the levees, the impact on the surrounding environment is minimized. In addition, during the construction process, relevant specifications and design requirements should be strictly followed to ensure the quality of the project. Through the implementation of these comprehensive measures, the overall stability and disaster resistance of the levees can be greatly improved, and the safety of people's lives and property can be protected.

[0003] After searching, a publication number of CN219731858U disclosed a graded reinforcement device for embankments of water conservancy projects, including a embankment assembly, a reinforcement plate is arranged on the right side of the top of the embankment assembly, four corners of the top of the reinforcement plate are penetrated with installation rods, the bottom of the installation rods penetrates into the interior of the embankment assembly, a water-blocking strip is fixedly connected to the left side of the top of the embankment assembly, a dispersion plate is fixedly connected to the right side of the water-blocking strip, a bent plate is fixedly connected to the top of the water-blocking strip, the left side of the bent plate is fixedly connected to the embankment assembly, the front and back sides of the bent plate are fixedly connected with convex plates, the left side of the convex plate is fixedly connected with a resist column, and the left side of the resist column penetrates into the interior of the embankment assembly. This utility model embankment has changed the traditional practice of laying protective nets for reinforcement. It adopts a variety of reinforcement structures to reinforce the embankment. It will not cause problems when encountering bad weather, nor will it affect the service life of the embankment. This application reinforces the embankment by installing structures such as rods and dispersion plates. In this way, when encountering heavy rain, some land will still be in contact with the water flow, causing some soil to fall off with the water flow. Utility Model Content

[0004] In order to make up for the above deficiencies, the utility model provides a water conservancy project embankment reinforcement structure, which aims to improve the problem that part of the land will still be in contact with the water flow during heavy rain, causing part of the soil to fall off with the water flow.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a water conservancy project embankment reinforcement structure, including a dam body, a worm screw is rotatably connected inside the dam body, one end of the worm screw is fixedly connected to a handle, a worm wheel is rotatably connected inside the dam body, the worm wheel is meshed with the worm screw, a rotating shaft is fixedly connected inside the worm wheel, a rotating roller is fixedly connected to the outer wall of the rotating shaft, a lower guide plate is fixedly connected to the lower side of the outer wall of the dam body, an upper guide plate is fixedly connected to the upper side of the outer wall of the dam body, a water delivery assembly is provided on the outer wall of the lower guide plate, a conveying rope is provided on the outer wall of the rotating roller, a supporting ring is fixedly connected to the outer wall of the conveying rope, a rain shield is attached to the outer wall of the dam body, one end of the rain shield is fixedly connected to the outer wall of the conveying rope, and the outer wall of the rain shield is slidably connected to the outer wall of the rotating roller.

[0006] Through the above technical scheme, the driving handle is rotated, which drives the worm to rotate in the main body of the dam. Due to the meshing of the worm and the worm wheel, the worm wheel rotates accordingly, and the rotating roller is driven to rotate in the main body of the dam through the rotating shaft. The rotating roller drives the upper rotating roller to rotate synchronously through the conveying rope. The movement of the conveying rope drives the support ring and one end of the rain shield to move. The support ring supports the rain shield. When one end of the rain shield moves to the inside of the upper guide plate, it covers the lawn. When it rains, rainwater flows along the upper guide plate to the top of the rain shield, and is transported to the inside of the water trough on the outer wall of the lower guide plate through the rain shield for centralized discharge, thereby reducing soil and water loss.

[0007] Furthermore, the water delivery assembly includes a water delivery trough, and an outer wall of the water delivery trough is fixedly connected to an outer wall of the lower guide plate.

[0008] Through the above technical solution, rainwater is centrally transported through the water delivery trough in the water delivery component.

[0009] Furthermore, a roller is rotatably connected inside the dam body, and an outer wall of the roller is arranged on the inner wall of the rain shield.

[0010] Through the above technical solution, the rain shield is recycled through the roller.

[0011] Furthermore, a fixing block is fixedly connected inside the roller, and a fixing rod is rotatably connected inside the fixing block.

[0012] Through the above technical solution, the fixed block inside the roller rotates on the outer wall of the fixed rod.

[0013] Furthermore, both ends of the fixing rod are fixedly connected to the inside of the dam body, and the outer wall of the fixing rod is sleeved with a torsion spring.

[0014] Through the above technical solution, a torsion spring is sleeved on the outer wall of the fixing rod.

[0015] Furthermore, one end of the torsion spring is fixedly connected to the outer wall of the fixing block, and the other end of the torsion spring is fixedly connected to the inside of the dam body.

[0016] Through the above technical solution, the torsion spring is reversed by the rotation of the winding roller.

[0017] Furthermore, the outer walls of the upper guide plate and the lower guide plate are fixedly connected with a fixing plate, the interior of the fixing plate is slidably connected with a sealing plate, the sealing plate is fitted with a rain shield, and the inner wall of the sealing plate is fixedly connected with a telescopic rod.

[0018] Through the above technical solution, the sealing plate is pushed to slide inside the fixed plate by the movement of the rain shield.

[0019] Furthermore, a telescopic spring is sleeved on the outer wall of the telescopic rod, one end of the telescopic spring is fixedly connected to the inner wall of the telescopic rod, and the other end of the telescopic spring is fixedly connected to the inner wall of the fixed plate.

[0020] Through the above technical solution, the sliding of the sealing plate causes the telescopic spring to contract, thereby further pushing the sealing plate to fit the rain shield.

[0021] The utility model has the following beneficial effects:

[0022] 1. In the utility model, the handle is first driven to drive the worm to rotate inside the dam body, and then the worm wheel, rotating shaft, rotating roller, conveying rope and supporting ring are coordinated to drive the rainproof cloth to cover the grass, and then the upper guide plate, the lower guide plate and the water trough are coordinated to centrally convey the rainwater, which solves the problem that part of the land will still be in contact with the water flow in heavy rain weather, thereby achieving the protection of green plants and reducing the possibility of soil erosion.

[0023] 2. In the utility model, when the rain shield is arranged, it will contact with the sealing plate, and then cooperate with the telescopic rod and the telescopic spring to achieve efficient sealing, and then cooperate with the roller, the fixed block, the fixed rod, and the torsion spring to recycle the rain shield, so that the used rain shield can be automatically sorted and recycled for the next use, and can be quickly adjusted according to weather conditions. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 A three-dimensional structural schematic diagram of a water conservancy project embankment reinforcement structure proposed by the utility model;

[0025] Figure 2 A schematic diagram of the internal structure of a dam main body of a water conservancy project embankment reinforcement structure proposed by the utility model;

[0026] Figure 3A schematic diagram of the internal structure of an upper guide plate of a hydraulic engineering embankment reinforcement structure proposed by the utility model;

[0027] Figure 4 A schematic diagram of the internal structure of a roller of a hydraulic engineering embankment reinforcement structure proposed by the utility model;

[0028] Figure 5 The utility model is a schematic diagram of the internal structure of a fixed plate of a water conservancy project embankment reinforcement structure.

[0029] Legend:

[0030] 1. Dam body; 2. Handle; 3. Worm; 4. Worm wheel; 5. Rotating shaft; 6. Rotating roller; 7. Lower guide plate; 8. Water trough; 9. Conveying rope; 10. Upper guide plate; 11. Support ring; 12. Rain shield; 13. Fixed plate; 14. Roller; 15. Fixed block; 16. Fixed rod; 17. Torsion spring; 18. Telescopic rod; 19. Telescopic spring; 20. Sealing plate. DETAILED DESCRIPTION

[0031] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0032] Reference Figure 1 - Figure 3 The utility model provides an embodiment: a water conservancy project embankment reinforcement structure, including a dam body 1, the dam body 1 is internally rotatably connected with a worm 3, one end of the worm 3 is fixedly connected with a handle 2, the dam body 1 is internally rotatably connected with a worm wheel 4, the worm wheel 4 is meshed with the worm 3, the worm wheel 4 is internally fixedly connected with a rotating shaft 5, the outer wall of the rotating shaft 5 is fixedly connected with a rotating roller 6, the lower side of the outer wall of the dam body 1 is fixedly connected with a lower guide plate 7, the upper side of the outer wall of the dam body 1 is fixedly connected with an upper guide plate 10, the outer wall of the lower guide plate 7 is provided with a water delivery assembly, the outer wall of the rotating roller 6 is provided with a conveying rope 9, the outer wall of the conveying rope 9 is fixedly connected with a supporting ring 11, the outer wall of the dam body 1 is fitted with a rain shield 12, one end of the rain shield 12 is fixedly connected to the outer wall of the conveying rope 9, the outer wall of the rain shield 12 is slidably connected to the outer wall of the rotating roller 6, the water delivery assembly includes a water delivery trough 8, and the outer wall of the water delivery trough 8 is fixedly connected to the outer wall of the lower guide plate 7;

[0033] Specifically, firstly, the handle 2 is driven to rotate, which directly drives the worm 3 to start rotating inside the dam body 1. Due to the precise meshing design of the worm 3 and the worm wheel 4, the worm wheel 4 will rotate with the rotation of the worm 3. The rotation of the worm wheel 4 further drives the rotating roller 6 to rotate inside the dam body 1 through the rotating shaft 5. Then, the upper rotating roller 6 is connected to the lower rotating roller 6 through the conveying rope 9 so that they can rotate synchronously. As the rotating roller 6 rotates, the conveying rope 9 starts to move, thereby driving the support ring 11 and one end of the rain shield 12 to move. In this process, the support ring 11 plays a key supporting role to ensure The rain shield 12 can be stably unfolded and moved. When one end of the rain shield 12 is moved to the inside of the upper guide plate 10, it can completely cover the lawn below and provide effective protection for the lawn. When rain falls, the rainwater will first flow along the upper guide plate 10 to the top of the rain shield 12. Due to the existence of the rain shield 12, the rainwater will be guided and transported to the inside of the water trough 8 on the outer wall of the lower guide plate 7. The water trough 8 allows the rainwater to be concentrated here and then discharged, which not only effectively guides the rainwater away from the lawn, but also avoids soil loss caused by rainwater erosion, thereby achieving the effect of reducing soil and water loss.

[0034] Reference Figure 3 A roller 14 is rotatably connected to the interior of the dam body 1, the outer wall of the roller 14 is arranged on the inner wall of the rainproof cloth 12, a fixed block 15 is fixedly connected to the interior of the roller 14, a fixed rod 16 is rotatably connected to the interior of the fixed block 15, both ends of the fixed rod 16 are fixedly connected to the interior of the dam body 1, a torsion spring 17 is sleeved on the outer wall of the fixed rod 16, one end of the torsion spring 17 is fixedly connected to the outer wall of the fixed block 15, and the other end of the torsion spring 17 is fixedly connected to the interior of the dam body 1;

[0035] Specifically, when it is necessary to deploy the rain shield 12, it is only necessary to drive the handle 2 so that the roller 14 rotates on the outer wall of the fixed rod 16, which will cause the rain shield 12 to be unfolded and at the same time cause the torsion spring 17 to deform, storing a certain amount of elastic potential energy. The design of the torsion spring 17 enables the spring to provide the necessary tensioning force during the unfolding of the rain shield 12, thereby maintaining the flatness and stability of the rain shield 12 so that it is not easily blown by the wind. When the rain shield 12 is no longer needed and needs to be retracted, it is only necessary to drive the handle 2 in the reverse direction. At this time, the torsion spring 17 is no longer subjected to additional tensioning force, and begins to release the elastic potential energy stored previously, and drives the roller 14 to rotate in the reverse direction. The rotation of the roller 14 will gradually roll back the rain shield 12, thereby realizing its convenient recovery.

[0036] Reference Figure 3The outer walls of the upper guide plate 10 and the lower guide plate 7 are fixedly connected with a fixing plate 13, the interior of the fixing plate 13 is slidably connected with a sealing plate 20, the sealing plate 20 is fitted with the rain shield 12, the inner wall of the sealing plate 20 is fixedly connected with a telescopic rod 18, the outer wall of the telescopic rod 18 is sleeved with a telescopic spring 19, one end of the telescopic spring 19 is fixedly connected to the inner wall of the telescopic rod 18, and the other end of the telescopic spring 19 is fixedly connected to the inner wall of the fixing plate 13;

[0037] Specifically, when the rain shield 12 is arranged, it will accurately pass through the sealing plate 20 at the bottom of the upper guide plate 10 and the lower guide plate 7, ensuring that the rain shield 12 can effectively apply pressure to the sealing plate 20. When the rain shield 12 applies pressure, the sealing plate 20 will slide inside the fixed plate 13 and will be resisted by the telescopic spring 19. When the sealing plate 20 is pressed by the rain shield 12 and slides, the telescopic spring 19 will contract. When the telescopic spring 19 contracts, a thrust will be generated. The thrust will push the sealing plate 20 to fit more closely with the rain shield 12, which can effectively prevent rainwater from leaking out of the gap between the rain shield 12 and the sealing plate 20. Through the contraction and thrust of the telescopic spring 19, and the sliding and fitting of the sealing plate 20, the lawn below can be better protected from the intrusion of rainwater.

[0038] Working principle: When the water conservancy project embankment reinforcement structure is needed, first drive the handle 2 to rotate, thereby driving the worm 3 to rotate inside the embankment body 1. Due to the meshing of the worm 3 and the worm wheel 4, the worm wheel 4 rotates with the rotation of the worm 3, thereby driving the rotating roller 6 to rotate inside the embankment body 1 through the rotating shaft 5, and then driving the upper rotating roller 6 to rotate synchronously through the conveying rope 9, and then driving the support ring 11 and one end of the rain shield 12 to move through the movement of the conveying rope 9. In this process, the rain shield 12 can be supported by the support ring 11. When one end of the rain shield 12 is moved to the inside of the upper guide plate 10, the lawn can be covered. When it rains, rainwater will first flow along the upper guide plate 10 to the top of the rain shield 12, and then the rainwater will be transported to the water trough on the outer wall of the lower guide plate 7 through the rain shield 12. 8, and then discharged centrally through the water trough 8, thereby achieving the effect of reducing soil erosion. When it is sunny, when the rain shield 12 is arranged, the rain shield 12 will drive the roller 14 to rotate on the outer wall of the fixed rod 16, so that the torsion spring 17 is reversed. When it is retracted, it is only necessary to drive the handle 2 in the reverse direction. At this time, the torsion spring 17 is no longer subjected to force to rotate, thereby driving the roller 14 to rotate and retracting the rain shield 12, achieving the effect of convenient recycling. Then, when the rain shield 12 is arranged, the rain shield 12 will pass through the upper guide plate 10 and the sealing plate 20 at the bottom of the lower guide plate 7, and pressure is applied to the sealing plate 20 to make the sealing plate 20 slide inside the fixed plate 13, thereby causing the telescopic spring 19 to contract, and then the thrust generated by the contraction of the telescopic spring 19 pushes the sealing plate 20 to fit with the rain shield 12 to prevent rainwater from leaking out.

[0039] Finally, it should be noted that the above is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A hydraulic engineering embankment reinforcement structure, comprising an embankment main body (1), characterized in that: The dam body (1) is internally rotatably connected to a worm (3), one end of the worm (3) is fixedly connected to a handle (2), the dam body (1) is internally rotatably connected to a worm wheel (4), the worm wheel (4) is meshed with the worm (3), the worm wheel (4) is internally fixedly connected to a rotating shaft (5), the outer wall of the rotating shaft (5) is fixedly connected to a rotating roller (6), the lower side of the outer wall of the dam body (1) is fixedly connected to a lower guide plate (7), and the dam body (1) is An upper guide plate (10) is fixedly connected to the upper side of the outer wall, a water delivery assembly is provided on the outer wall of the lower guide plate (7), a conveying rope (9) is provided on the outer wall of the rotating roller (6), a supporting ring (11) is fixedly connected to the outer wall of the conveying rope (9), a rain shield (12) is attached to the outer wall of the dam body (1), one end of the rain shield (12) is fixedly connected to the outer wall of the conveying rope (9), and the outer wall of the rain shield (12) is slidably connected to the outer wall of the rotating roller (6).

2. A hydraulic engineering embankment reinforcement structure according to claim 1, characterized in that: The water delivery assembly comprises a water delivery trough (8), the outer wall of the water delivery trough (8) being fixedly connected to the outer wall of the lower guide plate (7).

3. A water conservancy project embankment reinforcement structure according to claim 1, characterized in that: A roller (14) is rotatably connected inside the dam body (1), and the outer wall of the roller (14) is arranged on the inner wall of the rain shield (12).

4. A hydraulic engineering embankment reinforcement structure according to claim 3, characterized in that: A fixing block (15) is fixedly connected inside the winding roller (14), and a fixing rod (16) is rotatably connected inside the fixing block (15).

5. A hydraulic engineering embankment reinforcement structure according to claim 4, characterized in that: Both ends of the fixing rod (16) are fixedly connected to the inside of the dam body (1), and a torsion spring (17) is sleeved on the outer wall of the fixing rod (16).

6. A hydraulic engineering embankment reinforcement structure according to claim 5, characterized in that: One end of the torsion spring (17) is fixedly connected to the outer wall of the fixing block (15), and the other end of the torsion spring (17) is fixedly connected to the inside of the dam body (1).

7. The hydraulic engineering embankment reinforcement structure according to claim 1, characterized in that: The outer walls of the upper guide plate (10) and the lower guide plate (7) are both fixedly connected to a fixing plate (13), the interior of the fixing plate (13) is slidably connected to a sealing plate (20), the sealing plate (20) is fitted with the rain shield (12), and the inner wall of the sealing plate (20) is fixedly connected to a telescopic rod (18).

8. A hydraulic engineering embankment reinforcement structure according to claim 7, characterized in that: A telescopic spring (19) is sleeved on the outer wall of the telescopic rod (18), one end of the telescopic spring (19) is fixedly connected to the inner wall of the telescopic rod (18), and the other end of the telescopic spring (19) is fixedly connected to the inner wall of the fixed plate (13).

Citation Information

Patent Citations

  • Graded reinforcing device for hydraulic engineering embankment

    CN219731858U