CN206667170U - A kind of unrestrained anti-washing structure that disappears for Embankment Foundation - Google Patents
A kind of unrestrained anti-washing structure that disappears for Embankment Foundation Download PDFInfo
- Publication number
- CN206667170U CN206667170U CN201720854741.5U CN201720854741U CN206667170U CN 206667170 U CN206667170 U CN 206667170U CN 201720854741 U CN201720854741 U CN 201720854741U CN 206667170 U CN206667170 U CN 206667170U
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- CN
- China
- Prior art keywords
- wave
- dashpot
- disappears
- barricade
- embankment foundation
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- 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
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- Revetment (AREA)
Abstract
The utility model discloses a kind of unrestrained anti-washing structure that disappears for Embankment Foundation, including domatic and barricade, on the domatic bottom side for being fixedly connected on barricade, at least three wave attenuating devices are evenly arranged with domatic, barricade is fixedly connected on Embankment Foundation, and the side on barricade close to seawater is provided with the first dashpot and the second dashpot, and the second dashpot is located at the top of the first dashpot, the unrestrained bar that disappears is provided between first dashpot and the second dashpot, checking motion is provided with the top surface of barricade.The utility model is simple in construction; it is practical; not only effective wave damping effect can be carried out to wave before wave arrives at Embankment Foundation; and the frontal impact power to Embankment Foundation can be reduced by itself collision of wave; play a very good protection, while extend the service life for the unrestrained anti-washing structure that disappears.
Description
Technical field
It the utility model is related to a kind of unrestrained anti-washing structure that disappears for Embankment Foundation.
Background technology
The seashore line length in China, dike prevention slope workload is big, and the past cuts down Wave energy using disappear unrestrained measure of engineering always,
To reduce wave run-up.
The existing unrestrained component that disappears is set using stacking, and disappear unrestrained globality poor, and erosion resistibility is weak, and especially component is not
" taking root ", anti-unrestrained less stable, such as the twist-shaped block being deposited on dike angle or bank protection of jettisoninging, east is fallen western under wave stroke
It is askew, wave absorbing effect is reduced, protection effect is poor.
Utility model content
The utility model purpose is the deficiency present in prior art and provides a kind of disappearing for Embankment Foundation
The technical scheme of unrestrained anti-washing structure, not only effective wave damping effect can be carried out to wave before wave arrives at Embankment Foundation,
And the frontal impact power to Embankment Foundation can be reduced by itself collision of wave, play a very good protection, simultaneously
Extend the service life for the unrestrained anti-washing structure that disappears.
In order to solve the above-mentioned technical problem, the utility model adopts the following technical scheme that：
A kind of unrestrained anti-washing structure that disappears for Embankment Foundation, it is characterised in that：It is domatic to be fixedly connected including domatic and barricade
On the bottom side of barricade, it is domatic on be evenly arranged with least three wave attenuating devices, barricade is fixedly connected on Embankment Foundation,
Side on barricade close to seawater is provided with the first dashpot and the second dashpot, and the second dashpot is located at the upper of the first dashpot
Side, is provided with the unrestrained bar that disappears, checking motion is provided with the top surface of barricade between the first dashpot and the second dashpot；By on slope
Wave attenuating device is set on face, wave can be made to be divided before ground, reduce the front face of wave and Embankment Foundation
Area, after wave attenuating device disappears wave, wave is directly entered the first dashpot, after the first dashpot with part wave phase mutual connection
Touch, reduce the impulsive force of wave, while another part sea wave direct connected the unrestrained bar that disappears and enters the second dashpot, further reduced sea
The impulsive force of wave, and then reduces the pressure for the unrestrained anti-washing structure that entirely disappears, and improves the firmness of Embankment Foundation, and checking motion can be with
Play a part of protecting Embankment Foundation well, prevent silt to be flushed away.
Further, domatic wedge shaped, wedge-shaped structure design can push up wave, increase connecing for wave and wave eliminating board
Contacting surface is accumulated, and is further improved wave absorbing effect, is reduced the impulsive force to Embankment Foundation.
Further, wave attenuating device includes two support posts be arrangeding in parallel, parallel between two support posts to be distributed with
Wave eliminating board, the first wave eliminating block is staggeredly equipped with the upstream face of wave eliminating board, by the way that wave eliminating board is obliquely installed, can effectively be increased
With the contact area of wave, wave damping effect of first wave eliminating block to wave is improved, wave realizes shunting in the presence of wave eliminating board,
Each layer wave eliminating board is played the purpose for the wave that disappears, improve the effect for the wave that disappears.
Further, the first dashpot and the second dashpot are in circular arc, and the diameter of the first dashpot is more than the second buffering
The diameter of groove, the design of circular arc, the first dashpot and the second dashpot is effectively increased to the guide functions of wave, makes wave
Before sea wall base is arrived at, by the collision of itself to reduce the frontal impact to Embankment Foundation, checking motion is alleviated
Pressure.
Further, the unrestrained bar that disappears is formed by the second wave eliminating block is horizontally arranged, and the second wave eliminating block can carry out secondary disappear to wave
Wave, make wave more dispersed to the impulsive force of Embankment Foundation, to reduce the destructive power of wave.
Further, checking motion includes dam body and gate, set on dam body it is fluted, gate mobile link in groove,
The top both sides of dam body are symmetrically arranged with synchronous motor, and synchronous motor is fixedly connected with dam body by support, and synchronous motor is by turning
Axis connection has threaded rod, and the both sides of gate are symmetrically arranged with guide pad, and guide pad mobile link passes through synchronous electricity on threaded rod
Machine drives threaded rod to rotate, and then drives guide pad to move up and down, and the height regulation to gate is realized, to meet to different height
The Anti-knocking effect of wave.
The utility model is by adopting the above-described technical solution, have the advantages that：
1st, by setting wave attenuating device on domatic, wave can be made to be divided before the ground, reduce wave with
The front face area of Embankment Foundation；
2nd, after wave attenuating device disappears wave, wave is directly entered the first dashpot, after the first dashpot with part wave phase
Mutually contact, reduce the impulsive force of wave, while another part sea wave direct connected the unrestrained bar that disappears and enters the second dashpot, further subtracted
The impulsive force of small wave, and then the pressure for the unrestrained anti-washing structure that entirely disappears is reduced, the firmness of Embankment Foundation is improved, wave is existed
Arrive at before sea wall base, by the collision of itself to reduce the frontal impact to Embankment Foundation, alleviate the pressure of checking motion
Power；
3rd, it by the way that wave eliminating board is obliquely installed, can effectively increase the contact area with wave, improve the first wave eliminating block pair
The wave damping effect of wave, wave realize shunting in the presence of wave eliminating board, each layer wave eliminating board is played the purpose for the wave that disappears, carry
Height disappear wave effect.
The utility model is simple in construction, practical, wave can not only be carried out before wave arrives at Embankment Foundation
Effective wave damping effect, and the frontal impact power to Embankment Foundation can be reduced by itself collision of wave, play very well
Protective effect, while extend the service life for the unrestrained anti-washing structure that disappears.
Brief description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings：
Fig. 1 is a kind of structural representation of unrestrained anti-washing structure that disappears for Embankment Foundation of the utility model；
Fig. 2 is the structural representation of wave attenuating device in the utility model；
Fig. 3 is the structural representation of unrestrained bar of disappearing in the utility model；
Fig. 4 is the structural representation of checking motion in the utility model.
In figure：1- is domatic；2- barricades；3- wave attenuating devices；The dashpots of 4- first；The dashpots of 5- second；6- disappears unrestrained bar；7- prevents
Flushing device；8- support posts；9- wave eliminating boards；The wave eliminating blocks of 10- first；The wave eliminating blocks of 11- second；12- dam bodys；13- gates；14- is same
Walk motor；15- threaded rods；16- guide pads；17- rotating shafts；18- supports.
Embodiment
As shown in Figures 1 to 4, it is a kind of unrestrained anti-washing structure that disappears for Embankment Foundation of the utility model, including domatic 1 He
Barricade 2, domatic 1 is fixedly connected on the bottom side of barricade 2, and domatic 1 is wedge shaped, wedge-shaped structure design can by wave to
Above push away, the contact area of increase wave and wave eliminating board 9, further improve wave absorbing effect, reduce the impulsive force to Embankment Foundation.
At least three wave attenuating devices 3 are evenly arranged with domatic 1, wave attenuating device 3 is stood including two supports be arrangeding in parallel
Post 8, it is parallel between two support posts 8 that wave eliminating board 9 is distributed with, the first wave eliminating block is staggeredly equipped with the upstream face of wave eliminating board 9
10, it by the way that wave eliminating board 9 is obliquely installed, can effectively increase the contact area with wave, improve the first wave eliminating block 10 to wave
Wave damping effect, wave realizes shunting in the presence of wave eliminating board 9, each layer wave eliminating board 9 is played the purpose for the wave that disappears, improves
Disappear unrestrained effect.
Barricade 2 is fixedly connected on Embankment Foundation, and the side of seawater is provided with the first dashpot 4 and the on barricade 2
Two dashpots 5, the second dashpot 5 are located at the top of the first dashpot 4, and the first dashpot 4 and the second dashpot 5 are in circular arc
Shape, the diameter of the first dashpot 4 are more than the diameter of the second dashpot 5, the design of circular arc, effectively increase the first dashpot 4
Guide functions with the second dashpot 5 to wave, make wave before sea wall base is arrived at, by the collision of itself to reduce pair
The frontal impact of Embankment Foundation, the pressure of checking motion 7 is alleviated, by setting wave attenuating device 3 on domatic 1, sea can be made
Wave is being divided before ground, reduces the front face area of wave and Embankment Foundation, after wave attenuating device 3 disappears wave, sea
Wave is directly entered the first dashpot 4, is contacted with each other after the first dashpot 4 with part wave, reduces the impulsive force of wave, simultaneously
Another part sea wave direct connected the unrestrained bar 6 that disappears and enters the second dashpot 5, further reduced the impulsive force of wave, and then reduce
Entirely disappear the pressure of unrestrained anti-washing structure, improves the firmness of Embankment Foundation.
The unrestrained bar 6 that disappears is provided between first dashpot 4 and the second dashpot 5, the unrestrained bar 6 that disappears is by the horizontal row of the second wave eliminating block 11
Row composition, the second wave eliminating block 11 can carry out the secondary wave that disappears to wave, make wave more dispersed to the impulsive force of Embankment Foundation, to subtract
The destructive power of small wave.
Checking motion 7 is provided with the top surface of barricade 2, checking motion 7 includes dam body 12 and gate 13, set on dam body 12
Fluted, for the mobile link of gate 13 in groove, the top both sides of dam body 12 are symmetrically arranged with synchronous motor 14, synchronous motor 14
Dam body 12 is fixedly connected with by support 18, synchronous motor 14 is connected with threaded rod 15 by rotating shaft 17, and the both sides of gate 13 are symmetrical
Guide pad 16 is provided with, the mobile link of guide pad 16 drives threaded rod 15 to rotate on threaded rod 15, by synchronous motor 14, enters
And drive guide pad 16 to move up and down, the height regulation to gate 13 is realized, to meet that the Anti-knocking to different height wave is made
With checking motion 7 can be very good to play a part of protecting Embankment Foundation, prevent silt to be flushed away.
Operation principle of the present utility model：When wave is before Embankment Foundation, underlying wave is in wedge structure
Up flowed under domatic effect, and the upstream face of the wave eliminating board in domatic upper wave attenuating device tilts down, is directly contacted with wave,
Wave is set to realize shunting, while the first wave eliminating block on wave eliminating board can be very good to play wave damping effect, reduce the impact of wave
Power；Wave after the wave that disappears is flowed in the first dashpot on barricade, through the first dashpot guiding after a part of wave with
The wave to come up below bumps against contact, reduces the frontal impact power of wave, and another part wave enters after the unrestrained bar effect that disappears
In second dashpot, bump against after the second dashpot guiding with the wave to come up below and contact, realize that secondary collide contacts；Through disappearing
Wave after wave is directly worked as in outside by the gate on checking motion, realizes the protective effect to Embankment Foundation.
Specific embodiment of the utility model is these are only, but the technical characteristics of the utility model is not limited thereto.Appoint
How based on the utility model, to realize essentially identical technique effect, made ground simple change, equivalent substitution or repair
Decorations etc., are all covered by among the scope of protection of the utility model.
Claims (6)
- A kind of 1. unrestrained anti-washing structure that disappears for Embankment Foundation, it is characterised in that：Including domatic and barricade, the domatic fixation is even Be connected on the bottom side of the barricade, it is described it is domatic on be evenly arranged with least three wave attenuating devices, the barricade, which is fixed, to be connected It is connected on Embankment Foundation, the side on the barricade close to seawater is provided with the first dashpot and the second dashpot, and described second Dashpot is located at the top of first dashpot, and the wave that disappears is provided between first dashpot and second dashpot Bar, checking motion is provided with the top surface of the barricade.
- A kind of 2. unrestrained anti-washing structure that disappears for Embankment Foundation according to claim 1, it is characterised in that：It is described domatic to be in Wedge shape.
- A kind of 3. unrestrained anti-washing structure that disappears for Embankment Foundation according to claim 1, it is characterised in that：The wave dress that disappears Put including two support posts be arrangeding in parallel, it is parallel between two support posts that wave eliminating board, the wave eliminating board is distributed with Upstream face on be staggeredly equipped with the first wave eliminating block.
- A kind of 4. unrestrained anti-washing structure that disappears for Embankment Foundation according to claim 1, it is characterised in that：Described first is slow Jet-bedding and second dashpot are in circular arc, and the diameter of first dashpot is more than the diameter of second dashpot.
- A kind of 5. unrestrained anti-washing structure that disappears for Embankment Foundation according to claim 1, it is characterised in that：The unrestrained bar that disappears Formed by the second wave eliminating block is horizontally arranged.
- A kind of 6. unrestrained anti-washing structure that disappears for Embankment Foundation according to claim 1, it is characterised in that：The erosion control dress Put including dam body and gate, set on the dam body it is fluted, the gate mobile link in the groove, the dam body Top both sides are symmetrically arranged with synchronous motor, and the synchronous motor is fixedly connected with the dam body, the synchronous motor by support Threaded rod is connected with by rotating shaft, the both sides of the gate are symmetrically arranged with guide pad, and the guide pad mobile link is described On threaded rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720854741.5U CN206667170U (en) | 2017-07-14 | 2017-07-14 | A kind of unrestrained anti-washing structure that disappears for Embankment Foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720854741.5U CN206667170U (en) | 2017-07-14 | 2017-07-14 | A kind of unrestrained anti-washing structure that disappears for Embankment Foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206667170U true CN206667170U (en) | 2017-11-24 |
Family
ID=60370001
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720854741.5U Expired - Fee Related CN206667170U (en) | 2017-07-14 | 2017-07-14 | A kind of unrestrained anti-washing structure that disappears for Embankment Foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206667170U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374387A (en) * | 2018-01-25 | 2018-08-07 | 浙江水利水电学院 | A kind of pavement structure and construction method for meeting damp face for sea wall |
| CN108385605A (en) * | 2018-01-25 | 2018-08-10 | 浙江水利水电学院 | A kind of sea wall wave screening structure and its construction method |
| CN109137822A (en) * | 2018-09-18 | 2019-01-04 | 张小皎 | One kind being based on the novel sea wall of the anti-wave of reclamation |
| CN110344366A (en) * | 2018-04-04 | 2019-10-18 | 上海勘测设计研究院有限公司 | A kind of shore protection floating grid formula wave attenuating device and bank protection structure |
| CN112896441A (en) * | 2021-01-11 | 2021-06-04 | 史琼 | Offshore floating platform equipment convenient to transport |
-
2017
- 2017-07-14 CN CN201720854741.5U patent/CN206667170U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374387A (en) * | 2018-01-25 | 2018-08-07 | 浙江水利水电学院 | A kind of pavement structure and construction method for meeting damp face for sea wall |
| CN108385605A (en) * | 2018-01-25 | 2018-08-10 | 浙江水利水电学院 | A kind of sea wall wave screening structure and its construction method |
| CN110344366A (en) * | 2018-04-04 | 2019-10-18 | 上海勘测设计研究院有限公司 | A kind of shore protection floating grid formula wave attenuating device and bank protection structure |
| CN110344366B (en) * | 2018-04-04 | 2024-03-08 | 上海勘测设计研究院有限公司 | Floating grid type wave eliminating device for revetment and revetment structure |
| CN109137822A (en) * | 2018-09-18 | 2019-01-04 | 张小皎 | One kind being based on the novel sea wall of the anti-wave of reclamation |
| CN112896441A (en) * | 2021-01-11 | 2021-06-04 | 史琼 | Offshore floating platform equipment convenient to transport |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171124 Termination date: 20190714 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |