CN107829403A - Cavity elasticity nest hole wave-eliminating wall system - Google Patents
Cavity elasticity nest hole wave-eliminating wall system Download PDFInfo
- Publication number
- CN107829403A CN107829403A CN201711088590.8A CN201711088590A CN107829403A CN 107829403 A CN107829403 A CN 107829403A CN 201711088590 A CN201711088590 A CN 201711088590A CN 107829403 A CN107829403 A CN 107829403A
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- China
- Prior art keywords
- wave
- water retaining
- fixed
- energy dissipating
- wall system
- 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.)
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Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 38
- 238000004140 cleaning Methods 0.000 claims description 4
- 238000003032 molecular docking Methods 0.000 claims description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000012545 processing Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 6
- 239000013049 sediment Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 241000397426 Centroberyx lineatus Species 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000010148 water-pollination Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
Abstract
The invention discloses a kind of cavity elasticity nest hole wave-eliminating wall system, a series of entirety formed including side-by-side or superimposed energy dissipating fixed cases to link together, fixed in energy dissipating on chamber interior wall and a series of locating sleeves are connected with by fixed seat, sliding bar set is separately installed with each locating sleeve, water retaining facing is fixed with the ending vertical of sliding bar set, while some or all of water retaining facing is provided with leaking hole.In the present invention each energy dissipating fixed case can industrialized mass production processing, beneficial to the quick assembling of transport and scene, and individually maintenance.It ensure that all water retaining facings have independent motion section and do not interfere with each other.The thrust spring for being sleeved on locating sleeve or positioning on the upside of loop bar can weaken tidal energy well.It ensure that each water retaining facing has independent and different ejection frequency and ejection dynamics respectively, so as to weaken respectively to the impulsive force of same wave.
Description
Technical field：
The present invention relates to a kind of device for being used to consume the specific bodies of water or the progress energy dissipating of seashore side, and in particular to a kind of cavity elasticity
Nest hole wave-eliminating wall system.
Background technology：
Wave is to cause one of main dynamics factors of Coastal erosion.Especially sediment winnowing and sediment tide transport feelings are crushed in offshore
Under condition, silt is largely etched to away from bank area diffusion And Movement, causes the continuous scour of seashore to retreat, and then endanger bunding
Safety.Therefore, it is necessary to engineering measure is taken to be protected by bunding.The key of bunding protection works is the wave that disappears, while can also be hindered
Only sediment tide transport.Bunding frequently with vertical type wave-absorbing bank, oblique wave formula wave-absorbing bank, floating wave-absorbing bank and uses concrete different at present
Shape block energy dissipating etc., these dyke forms have reached the requirement of wave resistance energy dissipating and people to landscape, but hydrophily is poor.
Another energy dissipating method is using Wave energy converting device capture wave energy and is converted into the energy of other forms
Amount, it was reported that the Wave energy converting device of all kinds that can effectively capture wave energy, wave have been developed in countries in the world at present
It can be captured, that is, wave is consumed, thus, Wave energy converting device can be used to consume the energy dissipating of stiling basin Wave
Device.
In Wave energy converting device, a kind of A of publication No. CN 103711106 raft formula wave energy energy dissipator, raft formula ripple
It is unrestrained can device can guarantee that higher wave energy absorbing efficiency and higher structural reliability, especially suitable for the consumption specific bodies of water or
Stiling basin Wave energy.However, the research on raft formula wave energy apparatus is concentrated mainly on by raft formula wave energy apparatus at present
Wave energy is captured, is converted to hydraulic energy, then hydraulic energy is used to impact hydraulic motor-driving generator generating, but not raft
Formula wave energy apparatus is used for energy dissipating field.Thus, polluted from infrasound caused by efficient consumption wave energy and reduction flood-discharge energy-dissipating
From the point of view of, develop a kind of energy dissipator using raft formula wave energy apparatus and seem very necessary and important.
The content of the invention：
There is the not good enough problem of effect in the present invention, there is provided a kind of flexible buffering and frequency conversion for current bunding engineering protection measure
The cavity elasticity nest hole wave-eliminating wall system of effect, so as to ensure that each water retaining facing has independent and different ejection frequency respectively
Rate and ejection dynamics, so as to weaken respectively to the impulsive force of same wave.
Technical scheme：A kind of cavity elasticity nest hole wave-eliminating wall system, including a series of side-by-side or superimposed link together
The entirety that energy dissipating fixed case is formed, the back side of each energy dissipating fixed case are fixed on bank, front and wave direction of advance face；Institute
State and a series of locating sleeves are connected with by fixed seat on energy dissipating fixation chamber interior wall, slip is separately installed with each locating sleeve
Loop bar, water retaining facing is fixed with the ending vertical of the sliding bar set, each water retaining facing forms the dash of flexible function
Wall, spring is housed in the outer sheath of each locating sleeve or sliding bar set, top pressure is distinguished in fixed seat and obstructing surface in the both ends of spring
Between plate, so that each water retaining facing inside energy dissipating fixed case forms the waterwall of flexible function.
Each water retaining facing is the polygonized structure of rule, and adjacent water fender edge docks.In the polygonized structure
Polygonal cannulation of the outer sheath equipped with matching, each polygonal cannulation connection composition casing frame.
In the outside of the waterwall, the screen pack for being covered in energy dissipating fixed case front port is provided with.Energy dissipating fixed case
Bottom or bottom sidewall are provided with cleaning eye.
The diverse location of each locating sleeve side wall is provided with limiting locking pin.
The length and stroke of adjacent each locating sleeve and sliding bar set are different.
The present invention has the advantages that：The present invention is by the fixed overall energy dissipating formed of multiple energy dissipating fixed cases docking
System, each energy dissipating fixed case can industrialized mass production processing, beneficial to the quick assembling of transport and scene, and individually maintenance.
The multiple locating sleeves and sliding bar set set inside each energy dissipating fixed case can ensure corresponding water retaining facing along axle
To being inwardly indented without glancing off, ensure that all water retaining facings have independent motion section and do not interfere with each other.
The thrust spring for being sleeved on locating sleeve or positioning on the upside of loop bar can weaken tidal energy well.
Locating sleeve and sliding bar set employed in the present invention, can be by controlling adjacent each locating sleeve and slip cap
The length and stroke of bar, realize that compression dynamics is different, so as to ensure that it is independent and different that each water retaining facing has respectively
Ejection frequency and ejection dynamics, so as to weaken respectively to the impulsive force of same wave.
The present invention is provided with the different leaking hole of diameter on each water retaining facing, it is allowed to which part hydraulic pressure is entered by leaking hole
In casing, so as to reach water blockoff and dredge and apply, extend energy dissipating away from discrete time, improve the service life of system.
The present invention can be that part current enter after box house in the process slowly discharged by means of the effect of leaking hole
In, converge with the current of latter wave and cancel each other out, reach with the effect of water sealing.A series of energy dissipatings positioned at top layer are fixed
Case can be used as current gallery to use, and have preferable landscape.
Brief description of the drawings
Fig. 1 is the cross section schematic top plan view of the present invention.
Fig. 2 is positive structure schematic of the present invention.
Label 1 is energy dissipating fixed case in figure, and 2 be fixed seat, and 3 be locating sleeve, and 4 be sliding bar set, and 5 be spring, and 6 be gear
Water panel, 7 be leaking hole, and 8 be anchor pole, and 9 be left and right side dovetails, and 10 be left and right side dovetail groove, and 11 be left and right side swallow
Tail block, 12 be left and right side dovetail groove.
Embodiment：
The main part of cavity elasticity nest hole wave-eliminating wall system is fixed by a series of side-by-side or superimposed energy dissipatings to link together
Case 1 is formed.The left and right sidewall or upper outer lower face surface for forming overall each energy dissipating fixed case 1 are provided with dovetails and connected with dovetail groove
Structure, in order to which adjacent energy dissipating fixed case 1 can mutually intert and fix.Can also using common convex-concave insertion by the way of, with
And flange connection can be used to be fixed.A series of energy dissipating fixed cases 1 positioned at top layer can be used as current gallery to use, and have
There is preferable landscape.
Energy dissipating fixed case 1 as shown in Figure 1, its back side is connected with anchor pole 8, for being deeply fixed on bunding.Energy dissipating is fixed
Front and the wave direction of advance face of case 1, for meeting wave.
A series of locating sleeves 3, each locating sleeve 3 are vertically connected with by fixed seat 2 on the inwall of energy dissipating fixed case 1
Sliding bar set 4 is inside separately installed with, water retaining facing 6 is fixed with the ending vertical of the sliding bar set 4, in each locating sleeve 3
Or the outer sheath of sliding bar set 4 is equipped with spring 5, top pressure is distinguished between fixed seat 2 and water retaining facing 6 in the both ends of spring 5, so as to
Each water retaining facing 6 inside energy dissipating fixed case 1 is set to form the waterwall of flexible function.Each water retaining facing 6 is more for rule
Side shape structure, adjacent water fender edge docking.
The outside of waterwall can also be provided with the screen pack for being covered in 1 positive port of energy dissipating fixed case.
Some or all of water retaining facing 6 is also provided with leaking hole 7, the position in the aperture of each leaking hole 7 in the present embodiment
Put and keep inconsistent as far as possible, pore size is tried one's best different.Aligned fashion between each water retaining facing 6, or be spaced apart.The present invention
The different leaking hole 7 of diameter is provided with each water retaining facing 6, it is allowed to part hydraulic pressure is entered in casing by leaking hole 7, so as to
Reach water blockoff and dredge and apply, extend energy dissipating away from discrete time, improve the service life of system.The present invention is by means of leaking hole 7
Effect, can be that part current enter after box house during slow discharge, converge phase with the current of latter wave
Mutually balance out, reach with the effect of water sealing.
Embodiment 2：On the basis of embodiment 1, the bottom of energy dissipating fixed case 1 or bottom sidewall are provided with cleaning eye.With
It is easy to periodic cleaning or cleans its bottom sediment automatically by tidal action.
Embodiment 3：On the basis of embodiment 1, each water retaining facing for rule regular hexagon structure, adjacent water fender edge
Docking.It is cellular in polygonal cannulation of the outer sheath of each regular hexagon structure equipped with matching, each polygonal cannulation connection composition
Casing frame.
Embodiment 4：On the basis of embodiment 1, the diverse location of each side wall of locating sleeve 3 is provided with limiting locking pin.
Embodiment 5：On the basis of embodiment 1, each not phase of length and stroke of adjacent each locating sleeve 3 and sliding bar set 4
Together.
Embodiment 4 and embodiment 5 can be real by controlling the length and stroke of adjacent each locating sleeve 3 and sliding bar set 4
It is different now to compress dynamics, so as to ensure that each water retaining facing 6 has independent and different ejection frequency and ejection force respectively
Degree, so as to weaken respectively to the impulsive force of same wave.
Claims (7)
1. a kind of cavity elasticity nest hole wave-eliminating wall system, it is characterized in that：Including it is a series of it is side-by-side or superimposed link together disappear
The entirety that energy fixed case is formed, the back side of each energy dissipating fixed case are fixed on bank, front and wave direction of advance face；Described
Energy dissipating is fixed on chamber interior wall and is connected with a series of locating sleeves by fixed seat, and slip cap is separately installed with each locating sleeve
Bar, water retaining facing being fixed with the ending vertical of the sliding bar set, each water retaining facing forms the waterwall of flexible function,
Spring is housed in the outer sheath of each locating sleeve or sliding bar set, the both ends difference top pressure of spring fixed seat and water retaining facing it
Between, so that each water retaining facing inside energy dissipating fixed case forms the waterwall of flexible function.
2. cavity elasticity nest hole according to claim 1 wave-eliminating wall system, it is characterized in that：Each water retaining facing is rule
Polygonized structure, the docking of adjacent water fender edge.
3. cavity elasticity nest hole according to claim 2 wave-eliminating wall system, it is characterized in that：In the outer of the polygonized structure
Side is set with the polygonal cannulation of matching, each polygonal cannulation connection composition casing frame.
4. cavity elasticity nest hole according to claim 1 wave-eliminating wall system, it is characterized in that：In the outside of the waterwall,
It is provided with the screen pack for being covered in energy dissipating fixed case front port.
5. energy dissipating fixed case bottom or bottom sidewall are provided with cleaning eye.
6. cavity elasticity nest hole according to claim 1 wave-eliminating wall system, it is characterized in that：In each locating sleeve side wall not
Position is provided with limiting locking pin.
7. cavity elasticity nest hole according to claim 1 wave-eliminating wall system, it is characterized in that：Adjacent each locating sleeve is with sliding
The length and stroke of loop bar are different.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711088590.8A CN107829403B (en) | 2017-11-08 | 2017-11-08 | Cavity elasticity nest hole wave-eliminating wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711088590.8A CN107829403B (en) | 2017-11-08 | 2017-11-08 | Cavity elasticity nest hole wave-eliminating wall system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107829403A true CN107829403A (en) | 2018-03-23 |
| CN107829403B CN107829403B (en) | 2019-08-20 |
Family
ID=61653969
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711088590.8A Expired - Fee Related CN107829403B (en) | 2017-11-08 | 2017-11-08 | Cavity elasticity nest hole wave-eliminating wall system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107829403B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501663A (en) * | 2020-03-25 | 2020-08-07 | 中国电建集团华东勘测设计研究院有限公司 | Energy dissipation wave wall structure |
| CN116381200A (en) * | 2023-06-05 | 2023-07-04 | 成都理工大学 | Test system and method for simulating reservoir bank slope under rainfall and earthquake coupling effect |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5713276A (en) * | 1980-06-27 | 1982-01-23 | Nippon Kokan Kk <Nkk> | Wave damper |
| SU1528849A1 (en) * | 1987-09-15 | 1989-12-15 | Грузинский Научно-Исследовательский Институт Гидротехники И Мелиорации | Counter-mudflow arrangement |
| KR100720312B1 (en) * | 2007-02-23 | 2007-05-21 | 주식회사 항도엔지니어링 | A breakwater incline cover taking assembling-type sofa - block |
| CN204238182U (en) * | 2014-10-28 | 2015-04-01 | 浙江合兴船厂 | Anticollision device, collision-prevention device peculiar to vessel |
| CN104790345A (en) * | 2015-04-20 | 2015-07-22 | 严瑾 | Wave dissipation plate and wave dissipation terminal and breakwater thereof |
| CN106012957A (en) * | 2016-06-29 | 2016-10-12 | 成都聚立汇信科技有限公司 | Novel dam bank protecting device |
-
2017
- 2017-11-08 CN CN201711088590.8A patent/CN107829403B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5713276A (en) * | 1980-06-27 | 1982-01-23 | Nippon Kokan Kk <Nkk> | Wave damper |
| SU1528849A1 (en) * | 1987-09-15 | 1989-12-15 | Грузинский Научно-Исследовательский Институт Гидротехники И Мелиорации | Counter-mudflow arrangement |
| KR100720312B1 (en) * | 2007-02-23 | 2007-05-21 | 주식회사 항도엔지니어링 | A breakwater incline cover taking assembling-type sofa - block |
| CN204238182U (en) * | 2014-10-28 | 2015-04-01 | 浙江合兴船厂 | Anticollision device, collision-prevention device peculiar to vessel |
| CN104790345A (en) * | 2015-04-20 | 2015-07-22 | 严瑾 | Wave dissipation plate and wave dissipation terminal and breakwater thereof |
| CN106012957A (en) * | 2016-06-29 | 2016-10-12 | 成都聚立汇信科技有限公司 | Novel dam bank protecting device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501663A (en) * | 2020-03-25 | 2020-08-07 | 中国电建集团华东勘测设计研究院有限公司 | Energy dissipation wave wall structure |
| CN116381200A (en) * | 2023-06-05 | 2023-07-04 | 成都理工大学 | Test system and method for simulating reservoir bank slope under rainfall and earthquake coupling effect |
| CN116381200B (en) * | 2023-06-05 | 2023-08-11 | 成都理工大学 | Test system and method for simulating reservoir bank slope under rainfall and earthquake coupling effect |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107829403B (en) | 2019-08-20 |
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Granted publication date: 20190820 Termination date: 20201108 |
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