CN215715069U - Water conservancy dykes and dams structure - Google Patents
Water conservancy dykes and dams structure Download PDFInfo
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- CN215715069U CN215715069U CN202121211037.0U CN202121211037U CN215715069U CN 215715069 U CN215715069 U CN 215715069U CN 202121211037 U CN202121211037 U CN 202121211037U CN 215715069 U CN215715069 U CN 215715069U
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Abstract
The utility model discloses a water conservancy dam structure which comprises a dam body, wherein a foundation is arranged at the bottom of the dam body, a buffer block is arranged on the front surface of the dam body, one end of the buffer block is fixedly connected with the front surface of the dam body, and a connecting column is arranged inside the buffer block. This water conservancy dykes and dams structure, at first, the scouring force that slows down rivers through the buffering round hole on the buffering post, the buffering post drives the connecting rod and removes simultaneously, the connecting rod drives the fly leaf and removes, the spring through the fly leaf both sides also can cushion the scouring force of rivers, drive the spliced pole through the buffer board at last and remove, the spliced pole drives slider and base and removes, the spring through slider both sides and base bottom can further cushion the scouring force of rivers, avoided rivers directly to erode the dam body, whole device simple structure, high durability and convenient use, can effectually cushion the impact force of rivers, avoid the dam body to receive the damage, the life of the dam body has been guaranteed.
Description
Technical Field
The utility model relates to the technical field of water conservancy dams, in particular to a water conservancy dam structure.
Background
Dikes are a generic term for dikes and dams, also broadly referring to water-resistant and water-retaining buildings and structures. Modern dams come in two main categories: earth and rockfill dams and concrete dams. In recent years, large dams are constructed with high-tech reinforced cement. An earth-rock dam is a wide dam constructed of earth or rock, and is wider at the bottom than at the top because the bottom is subjected to much greater water pressure than at the top. Earth and rockfill dams are mostly built across large rivers and are made of common and cheap materials. The concrete dam is built by concrete, and can be subdivided into a concrete gravity dam, a concrete arch dam, a concrete buttress dam and the like. The concrete dam is mainly characterized in that the self weight is utilized to support the pressure of a water body. The current water conservancy dykes and dams are easy to damage through long-time scouring of water flow due to insufficient protection measures, and the service life of the dykes and dams is seriously influenced.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a water conservancy dam structure to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: a water conservancy dam structure comprises a dam body, wherein a foundation is arranged at the bottom of the dam body, a buffer block is arranged on the front of the dam body, one end of the buffer block is fixedly connected with the front of the dam body, a connecting column is arranged inside the buffer block, the bottom end of the connecting column is movably connected with one side of a sliding block, the other side of the sliding block is fixedly connected with one end of a spring, the other end of the spring is fixedly connected with the inner wall of one side of the buffer block, the bottom of the sliding block is slidably connected with the top of a base, the bottom of the base is fixedly connected with one end of the spring, the other end of the spring is fixedly connected with one end of a connecting seat, the other end of the connecting seat is fixedly connected with the inner wall of the bottom of the buffer block, the top of the connecting column penetrates through the top of the buffer block and extends to the outside of the buffer block and is fixedly connected with one side of a buffer plate, and the other side of the buffer plate is fixedly connected with a fixed block, the inside of fixed block is provided with the fly leaf, the both sides of fly leaf respectively with the one end fixed connection of spring, the other end of spring and the one end fixed connection of connecting seat, the other end of connecting seat and the inner wall fixed connection of fixed block, the one end of fly leaf and the one end fixed connection of connecting rod, the other end of connecting rod runs through one side of fixed block, and extends to the outside of fixed block and the one end fixed connection of cushion column.
Preferably, the two sides of the bottom end of the connecting column are respectively provided with a roller, and the connecting column is movably connected with one side of the sliding block through the rollers.
Preferably, the two ends of the movable plate are respectively connected with the inner wall of the fixed block in a sliding manner.
Preferably, a groove is formed in the joint of the fixing block and the connecting rod, and the connecting rod is connected with the groove in a sliding mode.
Preferably, the buffering column is provided with a buffering round hole.
Compared with the prior art, the utility model has the beneficial effects that: this water conservancy dykes and dams structure, at first, the scouring force that slows down rivers through the buffering round hole on the buffering post, the buffering post drives the connecting rod and removes simultaneously, the connecting rod drives the fly leaf and removes, the spring through the fly leaf both sides also can cushion the scouring force of rivers, drive the spliced pole through the buffer board at last and remove, the spliced pole drives slider and base and removes, the spring through slider both sides and base bottom can further cushion the scouring force of rivers, avoided rivers directly to erode the dam body, whole device simple structure, high durability and convenient use, can effectually cushion the impact force of rivers, avoid the dam body to receive the damage, the life of the dam body has been guaranteed.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a structural side view of a dam body of the present invention;
FIG. 3 is a sectional view of the structure of the buffer block according to the present invention;
fig. 4 is a structural sectional view of the fixing block of the present invention.
In the figure: 1. a dam body; 2. a foundation; 3. a buffer block; 4. connecting columns; 5. a slider; 6. a spring; 7. a base; 8. a connecting seat; 9. a buffer plate; 10. a fixed block; 11. a movable plate; 12. a connecting rod; 13. a buffer column; 14. a roller; 15. a groove; 16. buffering round hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a water conservancy dam structure comprises a dam body 1, wherein a foundation 2 is arranged at the bottom of the dam body 1, a buffer block 3 is arranged on the front of the dam body 1, one end of the buffer block 3 is fixedly connected with the front of the dam body 1, a connecting column 4 is arranged inside the buffer block 3, the bottom end of the connecting column 4 is movably connected with one side of a sliding block 5, rollers 14 are arranged on two sides of the bottom end of the connecting column 4, the connecting column 4 is movably connected with one side of the sliding block 5 through the rollers 14, the other side of the sliding block 5 is fixedly connected with one end of a spring 6, the other end of the spring 6 is fixedly connected with the inner wall of one side of the buffer block 3, the bottom of the sliding block 5 is slidably connected with the top of a base 7, the bottom of the base 7 is fixedly connected with one end of the spring 6, the other end of the spring 6 is fixedly connected with one end of a connecting seat 8, the other end of the connecting seat 8 is fixedly connected with the inner wall of the bottom of the buffer block 3, the top of the connecting column 4 penetrates through the top of the buffer block 3, and extends to the outside of the buffer block 3 to be fixedly connected with one side of the buffer plate 9, the other side of the buffer plate 9 is fixedly connected with a fixed block 10, the inside of the fixed block 10 is provided with a movable plate 11, both ends of the movable plate 11 are respectively connected with the inner wall of the fixed block 10 in a sliding manner, both sides of the movable plate 11 are respectively connected with one end of a spring 6, the other end of the spring 6 is fixedly connected with one end of a connecting seat 8, the other end of the connecting seat 8 is fixedly connected with the inner wall of the fixed block 10, one end of the movable plate 11 is fixedly connected with one end of a connecting rod 12, the other end of the connecting rod 12 penetrates through one side of the fixed block 10 and extends to the outside of the fixed block 10 to be fixedly connected with one end of a buffer column 13, the buffer column 13 is provided with a buffer round hole 16, the joint of the fixed block 10 and the connecting rod 12 is provided with a groove 15, and the connecting rod 12 is connected with the groove 15 in a sliding manner, firstly, the buffer round hole 16 on the buffer column 13 is used for reducing the scouring force of water flow, simultaneously, buffer column 13 drives connecting rod 12 and removes, connecting rod 12 drives fly leaf 11 and removes, spring 6 through fly leaf 11 both sides also can cushion the scouring force of rivers, it removes to drive spliced pole 4 through buffer board 9 at last, spliced pole 4 drives slider 5 and base 7 and removes, spring 6 through slider 5 both sides and base 7 bottom can further cushion the scouring force of rivers, dam body 1 has been avoided rivers directly to erode, whole device simple structure, high durability and convenient use, the impact force that can effectual buffering rivers, avoid dam body 1 to receive the damage, the life of dam body 1 has been guaranteed.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a water conservancy dykes and dams structure, includes dam body (1), its characterized in that: the dam comprises a dam body (1), a foundation (2) is arranged at the bottom of the dam body (1), a buffer block (3) is arranged on the front side of the dam body (1), one end of the buffer block (3) is fixedly connected with the front side of the dam body (1), a connecting column (4) is arranged inside the buffer block (3), the bottom end of the connecting column (4) is movably connected with one side of a sliding block (5), the other side of the sliding block (5) is fixedly connected with one end of a spring (6), the other end of the spring (6) is fixedly connected with the inner wall of one side of the buffer block (3), the bottom of the sliding block (5) is slidably connected with the top of a base (7), the bottom of the base (7) is fixedly connected with one end of the spring (6), the other end of the spring (6) is fixedly connected with one end of a connecting seat (8), the other end of the connecting seat (8) is fixedly connected with the inner wall of the bottom of the buffer block (3), the top of spliced pole (4) runs through the top of buffer block (3), and extends to the outside of buffer block (3) and one side fixed connection of buffer board (9), the opposite side fixedly connected with fixed block (10) of buffer board (9), the inside of fixed block (10) is provided with fly leaf (11), the both sides of fly leaf (11) respectively with the one end fixed connection of spring (6), the other end of spring (6) and the one end fixed connection of connecting seat (8), the other end of connecting seat (8) and the inner wall fixed connection of fixed block (10), the one end of fly leaf (11) and the one end fixed connection of connecting rod (12), the other end of connecting rod (12) runs through one side of fixed block (10), and extends to the outside of fixed block (10) and the one end fixed connection of buffering post (13).
2. A water dam structure according to claim 1, wherein: both sides of the bottom end of the connecting column (4) are provided with rollers (14), and the connecting column (4) is movably connected with one side of the sliding block (5) through the rollers (14).
3. A water dam structure according to claim 1, wherein: and two ends of the movable plate (11) are respectively connected with the inner wall of the fixed block (10) in a sliding manner.
4. A water dam structure according to claim 1, wherein: a groove (15) is formed in the joint of the fixing block (10) and the connecting rod (12), and the connecting rod (12) is in sliding connection with the groove (15).
5. A water dam structure according to claim 1, wherein: and the buffer column (13) is provided with a buffer round hole (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121211037.0U CN215715069U (en) | 2021-06-01 | 2021-06-01 | Water conservancy dykes and dams structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121211037.0U CN215715069U (en) | 2021-06-01 | 2021-06-01 | Water conservancy dykes and dams structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215715069U true CN215715069U (en) | 2022-02-01 |
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ID=80033706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121211037.0U Active CN215715069U (en) | 2021-06-01 | 2021-06-01 | Water conservancy dykes and dams structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215715069U (en) |
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2021
- 2021-06-01 CN CN202121211037.0U patent/CN215715069U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230308 Address after: 415900 4th floor, West Lake complex building, West Lake community, Canglang street, Hanshou County, Changde City, Hunan Province Patentee after: Hunan xianghanzhongyu Construction Co.,Ltd. Address before: 100015 6th floor, Dexin building, No.10, North Jiuxianqiao Road, Chaoyang District, Beijing Patentee before: Cao Junjie |
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| TR01 | Transfer of patent right |