CN207143840U - A kind of dyke wave resistance power generating wall - Google Patents
A kind of dyke wave resistance power generating wall Download PDFInfo
- Publication number
- CN207143840U CN207143840U CN201721026372.7U CN201721026372U CN207143840U CN 207143840 U CN207143840 U CN 207143840U CN 201721026372 U CN201721026372 U CN 201721026372U CN 207143840 U CN207143840 U CN 207143840U
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- wall
- tilt
- vertical
- vertical wall
- upstream face
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- Withdrawn - After Issue
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Abstract
A kind of dyke wave resistance power generating wall, including wall body by vertical wall, tilt-wall and are consolidated wall and formed, and the tilt-wall is arranged on the bottom of vertical wall upstream face, described to consolidate the rectangular structure of wall, consolidates wall and is arranged at the back side of vertical wall；Metallic plate is provided with the upstream face of the vertical wall, the metallic plate is extended in tilt-wall；Multiple gears unrestrained banks are installed on the upstream face of the tilt-wall and vertical wall, the upstream face of the unrestrained bank of gear has certain angle of inclination, and the height for each keeping off unrestrained bank differs, from tilt-wall to vertical wall direction on the height of the unrestrained bank of gear gradually increase；Described consolidate above wall is provided with TRT, and the TRT includes impeller, generator and electric storage means, and the impeller is connected to the back side of vertical wall by support bar, and impeller is connected with generator, and generator is connected with electric storage means.The water that vertical wall is will extend over while the impulsive force that wave can be lowered is generated electricity.
Description
Technical field
It the utility model is related to dyke reinforcement field, and in particular to a kind of dyke wave resistance power generating wall.
Background technology
The wave of river lakeside is all to have very big energy, and the wall height phase is subjected to the impact with large energy wave, meeting
Huge damage is caused to wall body, and the bottom of bulwark of the prior art is all rushing in face of wave with vertical state
Hit, wall needs to bear the impulsive force first of wave, and the impulsive force first of wave is typically all most strong, and this can make to wall
Into very big infringement.And because wave has substantial amounts of energy, how to prevent wave from making full use of ripple while pouring in residential quarter
The energy of wave flowing, turns into the problem for being worth research.
Utility model content
In view of the shortcomings of the prior art, the purpose of this utility model aims to provide a kind of the same of impulsive force that can lower wave
When will extend over the dyke wave resistance power generating wall that the water of vertical wall is generated electricity.
To achieve the above object, the utility model adopts the following technical scheme that：
A kind of dyke wave resistance power generating wall, including wall body by vertical wall, tilt-wall and are consolidated wall and formed, and the tilt-wall is set
It is described to consolidate the rectangular structure of wall in the bottom of vertical wall upstream face, consolidate wall and be arranged at the back side of vertical wall；It is described perpendicular
Metallic plate is provided with the upstream face of stalk, the metallic plate is extended in tilt-wall；The tilt-wall and vertical wall meet water
Multiple gear unrestrained banks are installed, the upstream face of the unrestrained bank of gear has certain angle of inclination, and the height for each keeping off unrestrained bank is equal on face
Differ, from tilt-wall to vertical wall direction on the height of the unrestrained bank of gear gradually increase；Described consolidate above wall is provided with generating
Device, the TRT include impeller, generator and electric storage means, and the impeller is connected to the backwater of vertical wall by support bar
Face, impeller are connected with generator, and generator is connected with electric storage means.
As a kind of optimization of the present utility model, the angle of inclination of the tilt-wall is arranged to 15 °.
As a kind of optimization of the present utility model, the vertical coping is arranged to arcuate structure.
As a kind of optimization of the present utility model, the wall of consolidating is provided with water service pipe, water service pipe connection sewer.
The beneficial effects of the utility model are：
1) tilt-wall has certain angle of inclination, can reduce the infringement probability impacted first to wall of wave in itself；
2) keep off unrestrained bank from tilt-wall to vertical wall direction on the height of the unrestrained bank of gear gradually increase, can progressively weaken wave
Impulsive force；
3) back side of vertical wall is provided with TRT, is fallen on by the water overflowed from vertical wall on impeller, band movable vane
Wheel rotation is generated electricity, and the energy of wave can be made full use of to generate electricity, environmental protection.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Reference：1st, vertical wall；2nd, tilt-wall；3rd, wall is consolidated；4th, metallic plate；5th, unrestrained bank is kept off；6th, impeller.
Embodiment
Below, with reference to accompanying drawing and embodiment, the utility model is described further：
As shown in figure 1, a kind of dyke wave resistance power generating wall, including wall body by vertical wall 1, tilt-wall 2 and is consolidated wall 3 and formed,
The tilt-wall 2 is arranged on the bottom of the vertical upstream face of wall 1, described to consolidate 3 rectangular structure of wall, consolidates wall 3 and is arranged on vertically
At the back side of wall 1；Metallic plate 4 is provided with the upstream face of the vertical wall 1, the metallic plate 4 is extended in tilt-wall 2,
The effect of metallic plate 4 is the connection consolidated between vertical wall 1 and tilt-wall 2, while strengthens the hardness of upstream face wall；Institute
The angle of inclination for stating tilt-wall 2 is arranged to 15 °, and the impact first of wave can swarm on vertical wall 1 along tilt-wall 2, due to inclining
Sloping core 2 has angle of inclination, can reduce the impulsive force of wave, the impulsive force of wave is evenly spread on wall, can weaken wall
The power that body is born, lower the probability of wall damage.
Multiple unrestrained banks 5 of gear, the mask that meets water of the unrestrained bank 5 of gear are installed on the upstream face of the tilt-wall 2 and vertical wall 1
Have certain angle of inclination, the height for each keeping off unrestrained bank 5 differs, from tilt-wall 2 to the vertical direction of wall 1 on gear wave bank 5
Height gradually increase, can gradually reduce the impulsive force of wave, the impulsive force of wave is gradually weakened by unrestrained bank 5 is kept off so that is rushed to
The impulsive force of the water on the vertical top of wall 1 reduces, and water now does not have damage capability, and the top of the vertical wall 1 is arranged to arc
Shape structure, the back side that vertical wall 1 top of the water along arc is drained into vertical wall 1 are generated electricity.It is described to consolidate the top of wall 3
TRT is installed, the TRT includes impeller 6, generator and electric storage means, and the impeller 6 is connected to by support bar
The back side of vertical wall 1, impeller 6 are connected with generator, and generator is connected with electric storage means；Water flows down from vertical wall 1, due to
The effect of gravity causes water to have potential energy, and in water slug to impeller 6, impeller 6 rotates, and impeller 6, which rotates, causes generator hair
Electricity, caused electric energy is sent in electric storage means and stored, electric energy is provided to other equipment.
The wall 3 of consolidating is provided with water service pipe, water service pipe connection sewer, by the water left from impeller 6 along water flowing
Pipe is flowed into sewer, is avoided water from being deposited in river loke shore side and is caused potential safety hazard；The outside for consolidating wall 3 is provided with baffle plate, prevents
Water spluttering.
It will be apparent to those skilled in the art that technical scheme that can be as described above and design, make other various
Corresponding change and deformation, and all these changes and deformation should all belong to the protection of the utility model claims
Within the scope of.
Claims (4)
- A kind of 1. dyke wave resistance power generating wall, it is characterised in that by vertical wall, tilt-wall and consolidate wall including wall body and form, it is described Tilt-wall is arranged on the bottom of vertical wall upstream face, described to consolidate the rectangular structure of wall, consolidates the backwater that wall is arranged on vertical wall At face；Metallic plate is provided with the upstream face of the vertical wall, the metallic plate is extended in tilt-wall；The tilt-wall and perpendicular Multiple gear unrestrained banks are installed, the upstream face of the unrestrained bank of gear has certain angle of inclination, each gear wave on the upstream face of stalk The height of bank differs, from tilt-wall to vertical wall direction on the height of the unrestrained bank of gear gradually increase；It is described to consolidate above wall TRT is installed, the TRT includes impeller, generator and electric storage means, and the impeller is connected to perpendicular by support bar The back side of stalk, impeller are connected with generator, and generator is connected with electric storage means.
- 2. dyke wave resistance power generating wall according to claim 1, it is characterised in that the angle of inclination of the tilt-wall is arranged to 15°。
- 3. dyke wave resistance power generating wall according to claim 1, it is characterised in that the vertical coping is arranged to arc Structure.
- 4. dyke wave resistance power generating wall according to claim 1, it is characterised in that the wall of consolidating is provided with water service pipe, leads to Water pipe connects sewer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721026372.7U CN207143840U (en) | 2017-08-16 | 2017-08-16 | A kind of dyke wave resistance power generating wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721026372.7U CN207143840U (en) | 2017-08-16 | 2017-08-16 | A kind of dyke wave resistance power generating wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207143840U true CN207143840U (en) | 2018-03-27 |
Family
ID=61666573
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721026372.7U Withdrawn - After Issue CN207143840U (en) | 2017-08-16 | 2017-08-16 | A kind of dyke wave resistance power generating wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207143840U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842725A (en) * | 2018-07-20 | 2018-11-20 | 中国电建集团昆明勘测设计研究院有限公司 | Power station dam wave wall structure |
| CN109502761A (en) * | 2019-01-08 | 2019-03-22 | 上海市园林设计研究总院有限公司 | A kind of ecological pond infiltration wall and ecoscape water in-situ treatment method |
-
2017
- 2017-08-16 CN CN201721026372.7U patent/CN207143840U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842725A (en) * | 2018-07-20 | 2018-11-20 | 中国电建集团昆明勘测设计研究院有限公司 | Power station dam wave wall structure |
| CN109502761A (en) * | 2019-01-08 | 2019-03-22 | 上海市园林设计研究总院有限公司 | A kind of ecological pond infiltration wall and ecoscape water in-situ treatment method |
| CN109502761B (en) * | 2019-01-08 | 2024-04-30 | 上海市园林设计研究总院有限公司 | Ecological pond permeable wall and ecological landscape water in-situ treatment method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 344000 D2012, 2 floor, 100 hope business center, 6 Hedong Road, Nancheng County, Fuzhou, Jiangxi. Patentee after: Jiangxi Bowen Construction Co.,Ltd. Address before: 341000 806 houses, 19 homes, Ruian Road, Yudu Road, Ganzhou, Jiangxi Patentee before: GANZHOU KANGHUI ENGINEERING CONSTRUCTION Co.,Ltd. |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180327 Effective date of abandoning: 20220922 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20180327 Effective date of abandoning: 20220922 |