CN219450609U - Water conservancy dyke reinforcing apparatus based on it is shock-resistant - Google Patents
Water conservancy dyke reinforcing apparatus based on it is shock-resistant Download PDFInfo
- Publication number
- CN219450609U CN219450609U CN202320503609.5U CN202320503609U CN219450609U CN 219450609 U CN219450609 U CN 219450609U CN 202320503609 U CN202320503609 U CN 202320503609U CN 219450609 U CN219450609 U CN 219450609U
- Authority
- CN
- China
- Prior art keywords
- embankment
- reinforcing
- backup pad
- fixedly connected
- shock
- 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.)
- Active
Links
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 relates to the technical field of water conservancy embankments, in particular to an anti-impact water conservancy embankment reinforcing device, which comprises an embankment main body, wherein the top end of the embankment main body is fixedly connected with a plurality of uniformly distributed fixing rods; the reinforcing mechanism is arranged on the embankment main body and used for reinforcing the impact resistance of the embankment and prolonging the service life; through setting up strengthening mechanism, the second backup pad receives the pressure of unrestrained pressure and drives the shock attenuation pole of first backup pad bottom and move, reduce and cause the damage to reinforcing apparatus, the impact resistance of backup pad can be improved to the reinforcing plate, the guiding gutter in two backup pads can be with rivers that the unrestrained brought of water guide to between first backup pad and the dyke main part, the rivers that store between first backup pad and the dyke main part can carry out certain buffering to the backup pad when the unrestrained beating of water, the rivers are discharged through the water drainage tank of baffle one side, can effectively reduce the damage of unrestrained to reinforcing apparatus, make it can be better consolidate the dyke.
Description
Technical Field
The utility model relates to the technical field of water conservancy embankments, in particular to an impact-resistant water conservancy embankment reinforcing device.
Background
The hydraulic engineering is a general term for projects (including new construction, expansion, reconstruction, reinforcement, repair) such as flood control, waterlogging removal, irrigation, power generation, water supply, reclamation, water and soil conservation, immigration, water resource protection and the like, and matched and affiliated projects; the embankment is the manger plate engineering that is used for preventing and treating river water to overflow, sets up certain slope when the embankment is built, and the embankment needs to use reinforcing apparatus to make it more firm, prevents that landslide from endangering people's interests, and current reinforcing apparatus can cause the damage by the long-time beating of water wave when using, can't effectually consolidate the embankment, influences result of use.
Therefore, an anti-impact water conservancy embankment reinforcement device is provided to solve the above problems.
Disclosure of Invention
The utility model aims to solve the problems and provide the water conservancy embankment reinforcing device based on impact resistance, which solves the problems that the embankment cannot be effectively reinforced due to damage caused by long-time beating of water waves.
The utility model realizes the aim through the following technical scheme, and the water conservancy embankment reinforcing device based on impact resistance comprises an embankment main body, wherein the top end of the embankment main body is fixedly connected with a plurality of uniformly distributed fixing rods; the reinforcing mechanism is arranged on the embankment main body and used for reinforcing the impact resistance of the embankment to slow down the pressure and prolong the service life; and the supporting mechanism is arranged at the front end of the fixed rod and used for improving the overall impact resistance of the embankment and reducing loss.
Preferably, the reinforcing mechanism comprises a first supporting plate arranged on the surface of the embankment main body, a plurality of evenly distributed shock absorption rods are fixedly connected to the bottom end of the first supporting plate, one ends of the shock absorption rods are fixedly connected with the embankment main body, reinforcing plates are fixedly connected to the front ends of the first supporting plates, second supporting plates are fixedly connected to the front ends of the reinforcing plates, a plurality of evenly distributed positioning nails are arranged at the tops of one ends of the first supporting plates and the second supporting plates, sliding rods are connected to one ends of the positioning nails in a sliding mode, and the other ends of the positioning nails penetrate through the first supporting plates and the second supporting plates respectively and extend to the inside of the embankment main body.
Preferably, the surface of first backup pad and second backup pad has all been seted up a plurality of evenly distributed's guiding gutter, the intercommunication has with guiding gutter assorted guiding tube between first backup pad and the second backup pad, the equal fixedly connected with baffle in both sides of second backup pad, a plurality of evenly distributed's water drainage tank has been seted up to one side of baffle, the sliding tray with baffle assorted is all seted up to the both sides at dyke main part top.
Preferably, the inner wall of the locating nail is provided with a plurality of evenly distributed arc grooves, the surface of the sliding rod is fixedly connected with a plurality of arc blocks which are evenly distributed and matched with the arc grooves, and the inner wall of the locating nail is provided with a first spring.
Preferably, the supporting mechanism comprises a plurality of connecting rods which are uniformly distributed and hinged to two sides of one of the fixing rods, one end of each connecting rod is slidably connected with a fixing plate, a plurality of uniformly distributed sliding grooves are formed in the rear end of each fixing plate, one end of each connecting rod is hinged to a sliding block matched with each sliding groove, two ends of each sliding block are respectively provided with a second spring, and each second spring is arranged in each sliding groove.
Preferably, the surfaces of the other two fixing rods are fixedly connected with two spring telescopic rods, and one end of each spring telescopic rod is fixedly connected with the fixing plate.
The beneficial effects of the utility model are as follows:
1. through setting up strengthening mechanism, when the dyke is patted to the unrestrained, the unrestrained shock attenuation pole of beating in the second backup pad of water, the second backup pad receives the pressure and drives first backup pad bottom and move, reduce the pressure that the unrestrained brought of water, reduce and cause the damage to reinforcing apparatus, the impact resistance of backup pad can be improved to the gusset plate between two backup pads, reinforcing apparatus's life is prolonged, the guiding gutter in two backup pads can lead the rivers that the unrestrained brought to between first backup pad and the dyke main part through the aqueduct, the rivers that store between first backup pad and the dyke main part can carry out certain buffering to the backup pad when the unrestrained, the rivers that store are discharged through the water drainage tank of baffle one side when pressing, make the rivers flow, the pressure that the backup pad received is slowed down, the locating nail can be fixed to two backup pads, the locating nail installation angle all inequality in two backup pads, the slide bar cooperatees with the spring in the locating nail can be left certain extension space to backup pad and the locating nail, can effectually prevent the locating nail from droing, consolidate the dyke, can effectively reduce the damage to the device to the dyke, can better the effect of preventing that the dyke from being improved.
2. Through setting up supporting mechanism, when the unrestrained dyke of beating, the unrestrained fixed plate of beating of water, the fixed plate receives the pressure of unrestrained to carry out certain rocking to the rear end, make the slider of connecting rod one end slide in the spout, cooperate the slider with the second spring at slider both ends, prevent to damage, can carry out certain buffering to the fixed plate, the support that moves the fixed plate with the spring telescopic link on two other dead levers cooperatees, can also apportion the power that the fixed plate received, reduce the damage, can consolidate the dyke, prevent that the dyke from producing landslide, extension reinforcing apparatus's life.
Drawings
FIG. 1 is a schematic view of the appearance structure of the present utility model;
FIG. 2 is a schematic view of the reinforcement mechanism of the present utility model;
FIG. 3 is a schematic view of a part of the reinforcement mechanism according to the present utility model;
FIG. 4 is a schematic view of a reinforcing mechanism of the present utility model in partial cross-section;
fig. 5 is a schematic structural view of a supporting mechanism according to the present utility model.
In the figure: 1. a dike body; 2. a fixed rod; 3. a reinforcement mechanism; 301. a first support plate; 302. a reinforcing plate; 303. a shock-absorbing rod; 304. a second support plate; 305. positioning nails; 306. a slide bar; 307. a water guide groove; 308. a water conduit; 309. a baffle; 310. a drainage channel; 311. a sliding groove; 312. an arc-shaped groove; 313. an arc-shaped block; 314. a first spring; 4. a support mechanism; 401. a connecting rod; 402. a fixing plate; 403. a slide block; 404. a chute; 405. a second spring; 406. a spring telescopic rod.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The specific implementation method comprises the following steps: as shown in fig. 1-5, a water conservancy embankment reinforcing device based on impact resistance is characterized in that an embankment main body 1 is fixedly connected with a plurality of uniformly distributed fixing rods 2 at the top end of the embankment main body 1; the reinforcing mechanism 3 is arranged on the embankment main body 1 and used for reinforcing the impact resistance of the embankment, relieving the pressure and prolonging the service life; the supporting mechanism 4, the supporting mechanism 4 which improves the whole shock resistance of the embankment and reduces the loss, is arranged at the front end of the fixed rod 2.
As shown in fig. 2, 3 and 4, the reinforcing mechanism 3 comprises a first supporting plate 301 arranged on the surface of the dike body 1, a plurality of evenly distributed shock absorbing rods 303 are fixedly connected to the bottom end of the first supporting plate 301, one end of each shock absorbing rod 303 is fixedly connected with the dike body 1, the front end of the first supporting plate 301 is fixedly connected with a reinforcing plate 302, the front end of each reinforcing plate 302 is fixedly connected with a second supporting plate 304, a plurality of evenly distributed positioning nails 305 are respectively arranged at the tops of one ends of the first supporting plate 301 and the second supporting plate 304, one ends of the positioning nails 305 are slidably connected with slide bars 306, the other ends of the positioning nails 305 respectively penetrate through the first supporting plate 301 and the second supporting plate 304 and extend into the dike body 1, a plurality of evenly distributed water guide grooves 307 are respectively arranged on the surfaces of the first supporting plate 301 and the second supporting plate 304, a water guide pipe 308 matched with the water guide groove 307 is communicated between the first supporting plate 301 and the second supporting plate 304, two sides of the second supporting plate 304 are fixedly connected with baffle plates 309, one side of each baffle plate 309 is provided with a plurality of uniformly distributed water discharge grooves 310, two sides of the top of the dike body 1 are provided with sliding grooves 311 matched with the baffle plates 309, the inner wall of each positioning nail 305 is provided with a plurality of uniformly distributed arc-shaped grooves 312, the surface of each sliding rod 306 is fixedly connected with a plurality of uniformly distributed arc-shaped blocks 313 matched with the arc-shaped grooves 312, the inner wall of each positioning nail 305 is provided with a first spring 314, water waves are beaten on the second supporting plate 304, the second supporting plate 304 drives the reinforcing plate 302 and the first supporting plate 301 to downwards press, the first supporting plate 301 drives the shock absorbing rod 303 to move to slow down the pressure, the water guide groove 307 guides beaten water flow to the space between the first supporting plate 301 and the dike body 1 through the water guide pipe 308, when the water waves flap, the first supporting plate 301 extrudes stored water flow, the water flow can buffer the pressure, the water flow is discharged through the drainage groove 310 and flows, the sliding rod 306 slides in the arc groove 312 through the arc block 313 and is matched with the first spring 314 to extend, the excessive stress fracture or falling off is prevented, the damage of the water waves to the reinforcing device can be effectively reduced, the embankment can be better reinforced, and the using effect is improved.
As shown in fig. 5, the supporting mechanism 4 includes a plurality of connecting rods 401 which are uniformly distributed and hinged on two sides of one of the fixing rods 2, one end of each connecting rod 401 is slidably connected with a fixing plate 402, a plurality of uniformly distributed sliding grooves 404 are formed in the rear end of each fixing plate 402, one end of each connecting rod 401 is hinged with a sliding block 403 which is matched with each sliding groove 404, two ends of each sliding block 403 are respectively provided with a second spring 405, the second springs 405 are arranged in each sliding groove 404, two spring telescopic rods 406 are fixedly connected to the surfaces of the other two fixing rods 2, one ends of each spring telescopic rod 406 are fixedly connected with the fixing plates 402, when water waves beat the fixing plates 402, the fixing plates 402 move backwards to enable the connecting rods 401 to drive the sliding blocks 403 to slide in the sliding grooves 404, the sliding blocks 403 are buffered through the second springs 405, meanwhile the fixing plates 402 are driven to move backwards, the pressure brought by the fixing plates 402 is shared, the embankment can be reinforced, the embankment can be prevented from sliding, and the service life of the reinforcing device is prolonged.
When the utility model is used, water waves beat on the second supporting plate 304, the second supporting plate 304 drives the reinforcing plate 302 to downwards press with the first supporting plate 301, the first supporting plate 301 drives the shock absorbing rod 303 to move to slow down the pressure, the water guiding groove 307 guides the beaten water flow between the first supporting plate 301 and the embankment body 1 through the water guiding pipe 308, when the water waves beat, the first supporting plate 301 extrudes the stored water flow, the water flow can buffer the pressure, the water flow is discharged through the water discharging groove 310 to flow, the sliding rod 306 slides in the arc-shaped groove 312 through the arc-shaped block 313 to be matched with the first spring 314 to extend, the excessive breaking or falling off of the bearing force is prevented, when the water waves beat the fixing plate 402, the fixing plate 402 moves backwards to enable the connecting rod 401 to drive the sliding block 403 to slide in the sliding groove 404, the sliding block 403 buffers through the second spring 405, and the fixing plate 402 moves backwards and drives the spring telescopic rod 406 to move, so that the pressure brought by the fixing plate 402 is shared.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (6)
1. Water conservancy dyke reinforcing apparatus based on it is shock-resistant, a serial communication port, include:
the novel embankment comprises an embankment body (1), wherein a plurality of uniformly distributed fixing rods (2) are fixedly connected to the top end of the embankment body (1);
the reinforcing mechanism (3) is used for reinforcing the impact resistance of the embankment, slowing down the pressure and prolonging the service life, and the reinforcing mechanism (3) is arranged on the embankment main body (1);
the supporting mechanism (4) is used for improving the overall impact resistance of the embankment and reducing loss, and the supporting mechanism (4) is arranged at the front end of the fixed rod (2).
2. The shock-resistant water conservancy dike reinforcement device according to claim 1, wherein: the reinforcing mechanism (3) comprises a first supporting plate (301) arranged on the surface of the embankment body (1), a plurality of evenly distributed shock absorption rods (303) are fixedly connected to the bottom end of the first supporting plate (301), one ends of the shock absorption rods (303) are fixedly connected with the embankment body (1), reinforcing plates (302) are fixedly connected to the front ends of the first supporting plate (301), second supporting plates (304) are fixedly connected to the front ends of the reinforcing plates (302), a plurality of evenly distributed positioning nails (305) are arranged at the tops of one ends of the first supporting plate (301) and the second supporting plate (304), sliding rods (306) are connected to one ends of the positioning nails (305) in a sliding mode, and the other ends of the positioning nails (305) penetrate through the first supporting plate (301) and the second supporting plate (304) respectively and extend to the inside of the embankment body (1).
3. The shock-resistant water conservancy dike reinforcement device according to claim 2, wherein: the surface of first backup pad (301) and second backup pad (304) has all seted up a plurality of evenly distributed's guiding gutter (307), communicate between first backup pad (301) and second backup pad (304) have with guiding gutter (307) assorted aqueduct (308), the both sides of second backup pad (304) all fixedly connected with baffle (309), a plurality of evenly distributed's water drainage tank (310) have been seted up to one side of baffle (309), dyke main part (1) top both sides all have seted up with baffle (309) assorted sliding tray (311).
4. The shock-resistant water conservancy dike reinforcement device according to claim 2, wherein: the inner wall of locating nail (305) has seted up several evenly distributed's arc wall (312), the fixed surface of slide bar (306) is connected with several evenly distributed and with arc wall (312) assorted arc piece (313), the inner wall of locating nail (305) is provided with first spring (314).
5. The shock-resistant water conservancy dike reinforcement device according to claim 1, wherein: the supporting mechanism (4) comprises a plurality of connecting rods (401) which are uniformly distributed and hinged to two sides of one fixing rod (2), one end of each connecting rod (401) is slidably connected with a fixing plate (402), a plurality of sliding grooves (404) which are uniformly distributed are formed in the rear end of each fixing plate (402), one end of each connecting rod (401) is hinged to a sliding block (403) which is matched with each sliding groove (404), two ends of each sliding block (403) are respectively provided with a second spring (405), and each second spring (405) is arranged in each sliding groove (404).
6. The shock-resistant water conservancy dike reinforcement device according to claim 5, wherein: two spring telescopic rods (406) are fixedly connected to the surfaces of the other two fixing rods (2), and one end of each spring telescopic rod (406) is fixedly connected with the fixing plate (402).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320503609.5U CN219450609U (en) | 2023-03-15 | 2023-03-15 | Water conservancy dyke reinforcing apparatus based on it is shock-resistant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320503609.5U CN219450609U (en) | 2023-03-15 | 2023-03-15 | Water conservancy dyke reinforcing apparatus based on it is shock-resistant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219450609U true CN219450609U (en) | 2023-08-01 |
Family
ID=87380760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320503609.5U Active CN219450609U (en) | 2023-03-15 | 2023-03-15 | Water conservancy dyke reinforcing apparatus based on it is shock-resistant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219450609U (en) |
-
2023
- 2023-03-15 CN CN202320503609.5U patent/CN219450609U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN219450609U (en) | Water conservancy dyke reinforcing apparatus based on it is shock-resistant | |
| CN213682029U (en) | Water conservancy dredging flood discharge channel | |
| CN210597218U (en) | Dam reinforcing structure for hydraulic engineering | |
| CN220414161U (en) | Water conservancy water and electricity flood discharge gate | |
| CN211421170U (en) | Retaining wall for hydraulic engineering | |
| CN215715016U (en) | Consolidate river course structure convenient to maintenance | |
| CN211898446U (en) | Hydraulic engineering side slope construction protective structure | |
| CN212153284U (en) | Vegetation stone cage drop dam for river channel ecological restoration system | |
| CN213014163U (en) | Flood discharge channel structure | |
| CN210887096U (en) | Novel concrete dam reinforcement reinforced structure | |
| CN211547621U (en) | Buffer of beam pier of municipal administration bridge | |
| CN107881984A (en) | A kind of combined movable dykes and dams of removable snorkeling | |
| CN220166572U (en) | Durable anti-leakage pavement structure | |
| CN219753148U (en) | Water conservancy dykes and dams reinforced structure | |
| CN216973275U (en) | Flood bank for hydraulic engineering | |
| CN219930852U (en) | River course side slope protective structure | |
| CN216948096U (en) | A flood discharge bank protection device for hydraulic engineering | |
| CN220521258U (en) | Curved ladder water conservancy and hydropower overflow dam | |
| CN215801374U (en) | Reservoir flood bank that hydraulic engineering used | |
| CN220927716U (en) | Flood control wall expansion joint reinforced structure | |
| CN220746748U (en) | Water conservancy retaining wall | |
| CN213328900U (en) | Stable form bank protection for hydraulic engineering | |
| CN212612342U (en) | Water conservancy dam construction is with blocking dirty device | |
| CN117418508A (en) | Hydraulic engineering ecological wall | |
| CN220746747U (en) | Retaining wall that water conservancy stability is good |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |