CN220685945U - Water conservancy construction is with scour protection dykes and dams protection device - Google Patents
Water conservancy construction is with scour protection dykes and dams protection device Download PDFInfo
- Publication number
- CN220685945U CN220685945U CN202322201341.2U CN202322201341U CN220685945U CN 220685945 U CN220685945 U CN 220685945U CN 202322201341 U CN202322201341 U CN 202322201341U CN 220685945 U CN220685945 U CN 220685945U
- Authority
- CN
- China
- Prior art keywords
- water conservancy
- water
- dam
- protection device
- dams
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 131
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 230000008719 thickening Effects 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 239000004575 stone Substances 0.000 claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 abstract description 6
- 230000008859 change Effects 0.000 abstract description 2
- 230000000903 blocking effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000007689 inspection Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000003313 weakening effect Effects 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses an anti-impact dam protection device for water conservancy construction, which comprises: the water conservancy dam comprises a water conservancy dam body, water baffles and reinforcing grooves, wherein overflow ports are formed in the inner end of the water conservancy dam body at equal intervals, a water tank is communicated with the rear end of each overflow port, and the water tank is formed in the inner end of the water conservancy dam body; the water baffle is arranged in the movable groove in a clamping mode, the movable groove is formed in the upper end of the water conservancy dam, and the convex strips are integrally and fixedly arranged at the lower end of the water baffle; the inner block of strengthening groove installs the thickening net, the inner of thickening net is provided with prevents unrestrained stone, prevent unrestrained Dan Kage installs in the inside of strengthening groove. This protection device is dykes and dams with scour protection to water conservancy construction, simple structure is practical, can change waterproof height according to the water level automatically, maintains simply, and economical and environment-friendly, long service life, the structure is sturdy and durable, prevents that the surge is effectual, can significantly reduce the impact force of unrestrained to the water conservancy dykes and dams.
Description
Technical Field
The utility model relates to the field of water conservancy construction, in particular to an anti-impact dam protection device for water conservancy construction.
Background
The hydraulic engineering construction refers to the activities of new construction, reconstruction, extension, reinforcement and the like of various hydraulic engineering, and the functions of the dam comprise flood control, sand control, water quality improvement and irrigation. The dam can resist flood attack, lighten the influence of flood disasters, simultaneously control water flow, prevent silt and improve water quality and protect ecological environment.
The utility model discloses an anti-impact dam protection device for water conservancy construction, which is disclosed by the utility model with an authorized bulletin number of CN216040948U, can effectively improve impact resistance when in use, reduce the impact effect of water on the dam, effectively protect the dam, improve the service life of the dam, and can effectively protect the dam through a protection mechanism with longer service life.
This prior art also has the following problems when in use:
the barrier plate is installed in the front side of dykes and dams in a slat shape, and is general to the weakening ability and the blocking intensity of surge, utilizes metal mechanical structure to cushion, needs periodic inspection maintenance, and it is comparatively troublesome to use, and inconvenient automatic height to dykes and dams of flood period increases the flood control, consequently we propose a water conservancy construction with scour protection dykes and dams protection device to solve the problem that proposes in the aforesaid.
Disclosure of Invention
In order to overcome the defects of the prior art, the utility model provides the anti-impact dam protection device for water conservancy construction, which can solve the technical problems that the prior anti-impact dam protection device for water conservancy construction provided in the prior art is in a strip shape, a blocking plate is arranged on the front side of a dam, the weakening capacity and blocking strength of surge are common, a metal mechanical structure is utilized for buffering, regular inspection and maintenance are needed, the use is more troublesome, and the height of the dam is inconvenient to automatically increase and prevent floodwater in a flood period.
In order to solve the technical problems, the utility model provides the following technical scheme: the water conservancy dykes and dams, the water baffle plates and the reinforcing grooves,
the inner ends of the water conservancy dykes and dams are equidistantly provided with overflow ports, the rear ends of the overflow ports are communicated with water tanks, and the water tanks are arranged at the inner ends of the water conservancy dykes and dams;
the water baffle is arranged in the movable groove in a clamping mode, the movable groove is formed in the upper end of the water conservancy dam, and the convex strips are integrally and fixedly arranged at the lower end of the water baffle;
the inner block of strengthening groove installs the thickening net, the inner of thickening net is provided with prevents unrestrained stone, prevent unrestrained Dan Kage installs in the inside of strengthening groove.
As a preferable technical scheme of the utility model, the upper end of the water conservancy dam is integrally and fixedly provided with the clamping table, and the clamping table is positioned at the front side of the water baffle.
As a preferable technical scheme of the utility model, the strip seat is integrally arranged at the inner end of the water conservancy dam, and the water baffle and the raised strips are arranged at the upper end of the strip seat.
As a preferable technical scheme of the utility model, the strip seats at the rear ends of the overflow port and the water tank.
As a preferable technical scheme of the utility model, the inner end of the reinforcing groove is provided with a water outlet.
As a preferable technical scheme of the utility model, steel rings are fixedly arranged at the front end of the water conservancy dam at equal intervals, and the upper end of the thickening net is fixedly arranged at the inner end of the steel rings.
Compared with the prior art, the utility model has the following beneficial effects:
1. the water tank is provided with an overflow port, a water tank and a water baffle, when water flows into the overflow port, after the water tank is filled, the water directly jacks up the water baffle, the rising water baffle plays a role in water blocking and flood control, when the water level drops, the water baffle automatically drops into the movable tank, the structure is simple and practical, the water-proof height can be automatically changed according to the water level, and the water tank is simple to maintain, economical and practical;
2. the hydraulic dam is provided with the reinforcing groove, the wave-resistant stone and the thickening net, the wave-resistant stone is bundled and installed inside the thickening net and then is placed inside the reinforcing groove, the hydraulic dam is long in service life, firm and durable in structure and good in surge-resistant effect, and the impact force of water waves on the hydraulic dam can be greatly reduced.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic side view of the present utility model;
FIG. 3 is a schematic view of the ascending structure of the reinforcement trough of the present utility model;
FIG. 4 is a schematic view of the withdrawal structure of the thickening net of the present utility model;
wherein: 1. water conservancy dykes and dams; 2. a water baffle; 3. a reinforcing groove; 4. an overflow port; 5. a water tank; 6. a strip seat; 7. a movable groove; 8. a clamping table; 9. a steel ring; 10. a water outlet; 11. wave-resistant stone; 12. thickening the net; 13. a convex strip.
Detailed Description
In order that the manner in which the above recited features, objects and advantages of the present utility model are obtained will become readily apparent, a more particular description of the utility model will be rendered by reference to specific embodiments thereof which are illustrated in the appended drawings. Based on the examples in the embodiments, those skilled in the art can obtain other examples without making any inventive effort, which fall within the scope of the utility model.
Examples
Referring to fig. 1-4, the present utility model provides a technical solution: an anti-impact dam protection device for water conservancy construction;
the inner equidistance of water conservancy dykes and dams 1 has seted up gap 4, and the rear end of gap 4 has link up there is basin 5, and basin 5 is seted up at the inner of water conservancy dykes and dams 1, and the upper end integral type fixed mounting of water conservancy dykes and dams 1 has block 8, and block 8 is located the front side of breakwater 2. The strip seat 6 is integrally installed at the inner end of the water conservancy dam 1, and the water baffle 2 and the raised strips 13 are placed at the upper end of the strip seat 6. The strip seat 6 is positioned at the rear ends of the overflow port 4 and the water tank 5, and can automatically change the waterproof height according to the water level;
the water baffle 2 is arranged in the movable groove 7 in a clamping way, the movable groove 7 is arranged at the upper end of the water conservancy dam 1, the convex strips 13 are fixedly arranged at the lower end of the water baffle 2 in an integrated way, and the water baffle is simple to maintain, economical and practical;
the thickening net 12 is installed to the inner block of strengthening groove 3, and the inner of thickening net 12 is provided with wave-proof stone 11, and wave-proof stone 11 block installs the inside in strengthening groove 3. The inner end of the reinforcing groove 3 is provided with a water outlet 10. The front end of the water conservancy dam 1 is fixedly provided with steel rings 9 at equal intervals, and the upper end of a thickening net 12 is fixedly arranged at the inner end of the steel rings 9, so that the water flow can be weakened and dispersed.
The specific working principle is as follows:
as shown in fig. 1, 2 and 3, when the protection device for the water conservancy construction is used, the water conservancy dam 1 is fixedly installed at a water conservancy project construction place, plays a role in protecting the bank dike, when the water level rises, the water conservancy dam 1 plays a role in reinforcing the water conservancy dam against water waves, ecological balance is protected, when the water level is higher than the water level 4, water flows enter the water tank 5 through each water level 4, after the water tank 5 is filled, under the buoyancy effect of water, the water baffle 2 and the raised strips 13 leave the strip seat 6 and move upwards to be flush with the water level in the movable groove 7, and meanwhile, the upper end of the water baffle 2 extends out of the upper end of the water conservancy dam 1, so that the role in increasing the water conservancy dam 1 is played;
as shown in fig. 1, 2 and 3, when the water level rises too high, the raised strips 13 continuously rise, when the raised strips 13 are in contact with the clamping tables 8, the clamping tables 8 limit the raised strips 13 and the water baffle 2, when the water level falls, the water baffle 2 falls along with the water level, and after the water level returns to normal, water flows out of the overflow port 4 and the water tank 5 again;
as shown in fig. 1, 2 and 4, the wave-preventing stone 11 inside the reinforcing groove 3 weakens and disperses the water flow while the water conservancy dike 1 resists the water wave, the water conservancy dike 1 is protected, the upper end of the thickening net 12 is fastened with the steel ring 9, the wave-preventing stone 11 is reinforced, the water accumulated after the water level is lowered flows out from the water outlet 10, the structure is simple and durable, a series of operations of the water conservancy construction anti-impact dike protection device are completed, and the details which are not described in the description belong to the prior art known to the person skilled in the art.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the above-described embodiments, and that the above-described embodiments and descriptions are only preferred embodiments of the present utility model, and are not intended to limit the utility model, and that various changes and modifications may be made therein without departing from the spirit and scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (6)
1. An anti-impact dam protection device for water conservancy construction, comprising: water conservancy dykes and dams (1), breakwater (2) and reinforcement groove (3), its characterized in that:
the inner ends of the water conservancy dykes and dams (1) are equidistantly provided with overflow ports (4), the rear ends of the overflow ports (4) are communicated with a water tank (5), and the water tank (5) is arranged at the inner ends of the water conservancy dykes and dams (1);
the water baffle (2) is arranged in the movable groove (7) in a clamping mode, the movable groove (7) is formed in the upper end of the water conservancy dam (1), and the convex strips (13) are integrally and fixedly arranged at the lower end of the water baffle (2);
the inner end of the reinforcing groove (3) is provided with a thickening net (12) in a clamping mode, the inner end of the thickening net (12) is provided with a wave-resistant stone (11), and the wave-resistant stone (11) is arranged in the reinforcing groove (3) in a clamping mode.
2. The water conservancy construction is with scour protection dyke protection device according to claim 1, characterized in that: the water conservancy dam is characterized in that a clamping table (8) is integrally and fixedly arranged at the upper end of the water conservancy dam (1), and the clamping table (8) is located at the front side of the water baffle (2).
3. The water conservancy construction is with scour protection dyke protection device according to claim 1, characterized in that: strip seat (6) is installed to the inner integral type of water conservancy dykes and dams (1), breakwater (2) and sand grip (13) are placed in the upper end of strip seat (6).
4. A water conservancy construction use scour protection dyke protection device according to claim 3, characterized in that: the strip seat (6) is positioned at the rear ends of the overflow port (4) and the water tank (5).
5. The water conservancy construction is with scour protection dyke protection device according to claim 1, characterized in that: a water outlet (10) is arranged at the inner end of the reinforcing groove (3).
6. The water conservancy construction is with scour protection dyke protection device according to claim 1, characterized in that: the front end of the water conservancy dam (1) is fixedly provided with steel rings (9) at equal intervals, and the upper end of the thickening net (12) is fixedly arranged at the inner end of the steel rings (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322201341.2U CN220685945U (en) | 2023-08-16 | 2023-08-16 | Water conservancy construction is with scour protection dykes and dams protection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322201341.2U CN220685945U (en) | 2023-08-16 | 2023-08-16 | Water conservancy construction is with scour protection dykes and dams protection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220685945U true CN220685945U (en) | 2024-03-29 |
Family
ID=90404027
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322201341.2U Withdrawn - After Issue CN220685945U (en) | 2023-08-16 | 2023-08-16 | Water conservancy construction is with scour protection dykes and dams protection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220685945U (en) |
-
2023
- 2023-08-16 CN CN202322201341.2U patent/CN220685945U/en not_active Withdrawn - After Issue
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20240329 Effective date of abandoning: 20240418 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20240329 Effective date of abandoning: 20240418 |