Water conservancy project protection slope
By designing a water storage tank, planting layer and adjustable baffle structure on the protective slope of the water conservancy project, the problems of rainwater collection and soil erosion are solved, and the effective utilization and protection effect of rainwater is achieved.
Patent Information
- Application Number
- CN202420997483.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-10
- Publication Date
- 2024-12-27
- Estimated Expiration
- 2034-05-10
AI Technical Summary
The existing protective slopes of water conservancy projects cannot effectively collect rainwater, resulting in low evaporation rate of rainwater, and soil erosion problems when the river water flows heavily, and the berth height cannot be adjusted according to the river water level.
A protective slope of water conservancy engineering including a slope, a protective berth and a water storage tank was designed. Drainage ditches were installed on both sides of the slope, multiple water storage tanks and planting layers were provided on the surface, and sliding grooves and baffles were provided on the top of the protective berth. , equipped with conveying pipes, pumps and water jets, can collect and utilize rainwater, and adjust the baffle height according to the river water level to reduce soil erosion.
It realizes effective collection and utilization of rainwater, reduces soil erosion, and improves the practicality and adaptability of protective slopes.
Smart Images
Figure CN222251944U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of water conservancy slope protection, in particular to a water conservancy project protection slope. Background Art
[0002] Slope protection refers to the general term for various paving and planting on the slope surface to prevent the slope from being eroded by water. In the river section where the bridge is located, the concave bank of the river bank is subject to erosion by water year by year, which will cause the river bank to collapse continuously. In order to protect the safety of bridges and embankments, protective buildings must be built on the concave bank. In addition, when the construction of a bridge causes the direction of the river water to change, eroding the river bank and endangering farmland and towns, protective buildings must also be built on the river bank.
[0003] However, the existing water conservancy project protection slope cannot collect rainwater when in use. Most of the rainwater evaporates directly after rainfall, and the utilization rate of rainwater is not high. At the same time, if the river flow is large, even if plants are planted on the surface of the protection slope, there will still be soil erosion, and the height of the embankment cannot be adjusted according to the water level of the river. Therefore, we propose a water conservancy project protection slope. Utility Model Content
[0004] In view of the above problems existing in the existing water conservancy project protection slope, the present utility model is proposed.
[0005] Therefore, the purpose of the utility model is to provide a water conservancy project protection slope, which solves the problem that the existing water conservancy project protection slope cannot collect rainwater when in use, most of the rainwater evaporates directly after rainfall, and the utilization rate of rainwater is not high. At the same time, if the water flow of the river is large, even if plants are planted on the surface of the protection slope, there will still be soil erosion, and the height of the embankment cannot be adjusted according to the water level of the river.
[0006] In order to achieve the above purpose, the utility model provides the following technical solutions:
[0007] A water conservancy project protection slope comprises a slope body, a protective dike and a water storage tank, wherein drainage ditches are fixedly installed on the top of both sides of the slope body, a plurality of water storage tanks are evenly arranged on the surface of the slope body, and both sides of the plurality of water storage tanks are respectively fixedly connected to the sides opposite to the two drainage ditches, a first planting layer is arranged between the two opposite sides of the water storage tanks, a protective dike is fixedly installed on the top of one side of the slope body, a second planting layer is arranged between the water storage tank and one side of the protective dike, a slide groove is penetrated through the top of the protective dike, and a baffle is slidably connected inside the slide groove.
[0008] Preferably, openings are provided on the tops of the multiple water storage tanks, filters are fixedly installed inside the multiple openings, drainage grooves are provided on both sides of the multiple water storage tanks, and the multiple drainage grooves respectively penetrate one side of the two drainage ditches and extend into the interior of the drainage ditches.
[0009] Preferably, a plurality of fixed columns are evenly fixedly installed in the drainage ditch on one side, a delivery pipe is fixedly installed on the top of the plurality of fixed columns, a plurality of pumping pipes are evenly arranged at the bottom of the delivery pipe, and the plurality of pumping pipes extend into the interior of a plurality of water storage tanks respectively.
[0010] Preferably, a plurality of water spray pipes are evenly arranged on the surface of one side of the conveying pipeline, and a plurality of nozzles are evenly arranged on the surface of the plurality of water spray pipes, and the plurality of water spray pipes are respectively fixedly installed on one side of a plurality of water storage tanks, and the plurality of water spray pipes are respectively located on the top of a plurality of first planting layers and a second planting layer.
[0011] Preferably, a water pump is fixedly installed on one side of the protective dike, and one end of the water pump is fixedly connected to one end of the conveying pipeline.
[0012] Preferably, a floating plate is fixedly mounted on the bottom of the baffle, and the floating plate is slidably connected to the inside of the protective dike, and a plurality of water inlet holes are evenly arranged on the surface of one side of the protective dike.
[0013] In the above technical solution, the technical effects and advantages provided by the utility model are:
[0014] The utility model evenly arranges a plurality of water storage tanks on the surface of the slope, and arranges a plurality of first planting layers and second planting layers on the surface of the slope, and at the same time, a protective embankment and a baffle are arranged on the top of one side of the slope, and drainage ditches are arranged on both sides of the slope. It is not only convenient to collect and utilize rainwater, but also the height of the baffle can be adjusted according to the height of the horizontal plane, thereby reducing soil erosion on the slope and increasing the practicality of the protective slope. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in the present utility model. For ordinary technicians in this field, other drawings can also be obtained based on these drawings.
[0016] Figure 1 It is a schematic diagram of the overall structure of the utility model;
[0017] Figure 2 This is a schematic diagram of the overall structure of the delivery pipeline of the utility model;
[0018] Figure 3 This is a schematic diagram of the cross-sectional structure of the water storage tank of the utility model;
[0019] Figure 4 It is a schematic diagram of the overall structure of the protective dike of the utility model.
[0020] Description of reference numerals:
[0021] 1. Slope; 2. Protective dike; 3. Water storage tank; 4. Drainage ditch; 5. First planting layer; 6. Second planting layer; 7. Chute; 8. Baffle; 9. Opening; 10. Filter; 11. Drainage trough; 12. Fixed column; 13. Delivery pipeline; 14. Suction pipe; 15. Water spray pipe; 16. Nozzle; 17. Suction pump; 18. Float; 19. Water inlet. DETAILED DESCRIPTION
[0022] In order to enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below in conjunction with the accompanying drawings.
[0023] The utility model embodiment discloses a water conservancy project protection slope.
[0024] The utility model provides Figure 1-4 A water conservancy project protection slope shown in the figure includes a slope body 1, a protective dike 2 and a water tank 3. Drainage ditches 4 are fixedly installed on the top of both sides of the slope body 1. A plurality of water tanks 3 are evenly arranged on the surface of the slope body 1, and both sides of the plurality of water tanks 3 are respectively fixedly connected to the sides opposite to the two drainage ditches 4. A first planting layer 5 is arranged between the two opposite sides of the water tanks 3. A protective dike 2 is fixedly installed on the top of one side of the slope body 1, and a second planting layer 6 is arranged between the water tank 3 and one side of the protective dike 2. A slide 7 is penetrated through the top of the protective dike 2, and a baffle 8 is slidably connected inside the slide 7 to reduce water and soil loss.
[0025] In the water conservancy project protection slope of the utility model, openings 9 are penetrated on the tops of the multiple water storage tanks 3, and filter screens 10 are fixedly installed inside the multiple openings 9. Drainage grooves 11 are penetrated on both sides of the multiple water storage tanks 3, and the multiple drainage grooves 11 respectively penetrate one side of two drainage ditches 4 and extend into the interior of the drainage ditches 4, so as to facilitate the transportation of rainwater.
[0026] The utility model provides a water conservancy project protection slope, in which a plurality of fixed columns 12 are evenly fixedly installed in the drainage ditch 4 on one side, a delivery pipe 13 is fixedly installed on the top of the plurality of fixed columns 12, a plurality of pumping pipes 14 are evenly arranged at the bottom of the delivery pipe 13, and the plurality of pumping pipes 14 extend into a plurality of water storage tanks 3 respectively, a plurality of water spraying pipes 15 are evenly arranged on the surface of one side of the delivery pipe 13, and a plurality of nozzles 16 are evenly arranged on the surface of the plurality of water spraying pipes 15, a plurality of the water spraying pipes 15 are respectively fixedly installed on one side of a plurality of water storage tanks 3, and the plurality of water spraying pipes 15 are respectively located on the top of a plurality of first planting layers 5 and a plurality of second planting layers 6, a water pump 17 is fixedly installed on one side of the protective embankment 2, and one end of the water pump 17 is fixedly connected to one end of the delivery pipe 13, so as to facilitate the use of rainwater.
[0027] In the water conservancy project protection slope of the utility model, a floating plate 18 is fixedly installed at the bottom of the baffle 8, and the floating plate 18 is slidably connected to the inside of the protection dike 2. A plurality of water inlet holes 19 are evenly arranged on the surface of one side of the protection dike 2, and the height of the baffle 8 can be adjusted according to the height of the river water.
[0028] When in use, if the water level of the river rises, the river water will enter the inside of the protective dike 2, and the river water inside the protective dike 2 will lift the baffle 8 through the floating plate 18, so as to block the river water and prevent the river water from eroding the slope 1, and the water tank 3 will collect rainwater. When the rainwater in the water tank 3 is full, the rainwater will flow into the river through the drainage ditch 4, and the water pump 17 will be started. The water pump 17 will pump out the water inside the water tank 3 through the pumping pipe 14, and then irrigate the vegetation through the sprinkler pipe 15.
[0029] The above drawings and descriptions are illustrative only and should not be construed as limiting the scope of protection of the claims of the present utility model.
Claims
1. A water conservancy project protection slope, comprising a slope body (1), a protection embankment (2) and a water storage tank (3), characterized in that: Drainage ditches (4) are fixedly installed on the top of both sides of the slope (1), a plurality of water storage tanks (3) are evenly arranged on the surface of the slope (1), and both sides of the plurality of water storage tanks (3) are respectively fixedly connected to the sides opposite to the two drainage ditches (4), a first planting layer (5) is arranged between the two opposite sides of the water storage tanks (3), a protective dike (2) is fixedly installed on the top of one side of the slope (1), a second planting layer (6) is arranged between the water storage tank (3) on one side and the side of the protective dike (2), a slide groove (7) is provided through the top of the protective dike (2), and a baffle (8) is slidably connected inside the slide groove (7).
2. The water conservancy project protection slope according to claim 1 is characterized in that: The tops of the plurality of water storage tanks (3) are penetrated with openings (9), the interiors of the plurality of openings (9) are fixedly provided with filter screens (10), the sides of the plurality of water storage tanks (3) are penetrated with drainage grooves (11), and the plurality of drainage grooves (11) respectively penetrate one side of the two drainage ditches (4) and extend into the interior of the drainage ditches (4).
3. The water conservancy project protection slope according to claim 1 is characterized in that: A plurality of fixed columns (12) are evenly fixedly installed in the drainage ditch (4) on one side, a delivery pipe (13) is fixedly installed on the top of the plurality of fixed columns (12), a plurality of water pumping pipes (14) are evenly arranged at the bottom of the delivery pipe (13), and the plurality of water pumping pipes (14) extend into the interior of the plurality of water storage tanks (3) respectively.
4. The water conservancy project protection slope according to claim 3 is characterized in that: A plurality of water spray pipes (15) are evenly arranged on the surface of one side of the delivery pipe (13), and a plurality of nozzles (16) are evenly arranged on the surface of the plurality of water spray pipes (15). The plurality of water spray pipes (15) are respectively fixedly mounted on one side of the plurality of water storage tanks (3), and the plurality of water spray pipes (15) are respectively located on the top of the plurality of first planting layers (5) and the second planting layers (6).
5. The water conservancy project protection slope according to claim 1, characterized in that: A water pump (17) is fixedly installed on one side of the protective embankment (2), and one end of the water pump (17) is fixedly connected to one end of the conveying pipeline (13).
6. The water conservancy project protection slope according to claim 1, characterized in that: A floating plate (18) is fixedly mounted on the bottom of the baffle (8), and the floating plate (18) is slidably connected to the inside of the protective dike (2), and a plurality of water inlet holes (19) are evenly arranged on a surface of one side of the protective dike (2).