CN106522157A - Self-power-generation type breakwater device and power generation method thereof - Google Patents
Self-power-generation type breakwater device and power generation method thereof Download PDFInfo
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- CN106522157A CN106522157A CN201611041800.3A CN201611041800A CN106522157A CN 106522157 A CN106522157 A CN 106522157A CN 201611041800 A CN201611041800 A CN 201611041800A CN 106522157 A CN106522157 A CN 106522157A
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- breakwater
- arch ring
- sea
- dividing plate
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- 238000010248 power generation Methods 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title claims abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 14
- 238000007142 ring opening reaction Methods 0.000 claims description 7
- 230000008878 coupling Effects 0.000 claims description 6
- 238000010168 coupling process Methods 0.000 claims description 6
- 238000005859 coupling reaction Methods 0.000 claims description 6
- 230000005611 electricity Effects 0.000 claims description 4
- 238000005192 partition Methods 0.000 abstract 5
- 230000000903 blocking effect Effects 0.000 abstract 1
- 230000007547 defect Effects 0.000 abstract 1
- 239000007789 gas Substances 0.000 description 13
- 238000005516 engineering process Methods 0.000 description 5
- 239000013535 sea water Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003245 coal Substances 0.000 description 1
- 239000008358 core component Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004146 energy storage Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 239000005431 greenhouse gas Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
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- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
- E02B9/08—Tide or wave power plants
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
- F03B13/12—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy
- F03B13/14—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy
- F03B13/141—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy with a static energy collector
- F03B13/142—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy with a static energy collector which creates an oscillating water column
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
- F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
- F05B2220/00—Application
- F05B2220/70—Application in combination with
- F05B2220/706—Application in combination with an electrical generator
-
- 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
-
- 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/30—Energy from the sea, e.g. using wave energy or salinity gradient
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
- Revetment (AREA)
Abstract
The invention discloses a self-power-generation type breakwater device and a power generation method of the self-power-generation type breakwater device. The device comprises a pile foundation type semicircular breakwater, the pile foundation type semicircular breakwater comprises a semicircular arch ring and a partition plate, the opening of the semicircular arch ring is downward, and the partition plate is vertically arranged in the middle of the semicircular arch ring and equally divides the internal space of the semicircular arc ring into two inner cavities. One inner cavity is located on the land area side of the breakwater, the opening of the inner cavity is provided with a bottom plate, and a closed power generation device chamber is defined by the semicircular arch ring, the partition plate and the bottom plate. The other inner cavity is located on the head sea side of the breakwater, and it is ensured that a closed energy catching air chamber is always defined by the semicircular arch ring, the partition plate and the sea surface. An air flow channel is formed in the upper end of the partition plate, an air turbine is arranged in the air flow channel and perpendicular to the air flow direction, a power generator unit is arranged in the power generation device chamber, and the power generator unit is connected with the air turbine through a coupler. The defect that traditional hydraulic structures have a single function is overcome, the power generation device and the breakwater device are combined, and therefore the self-power-generation type breakwater device has the wave blocking and power generation functions.
Description
Technical field
The invention belongs to marine structure field of comprehensive utilization, a kind of more particularly to breakwater device.
Background technology
With the fast development of World Economics, energy demand is continuously increased, and the non-renewable resources such as oil, coal accelerate to subtract
It is few.The report of 2010 is affixed one's name to according to american energy information:World energy sources demand increases by 1.4% every year, to the energy of the year two thousand thirty
Demand is expected the twice for being nineteen ninety.A large amount of traditional resources for consuming result in serious environmental problem.Data display, from change
The discharge of stone fuel accounts for 2/3rds of Global Emissions of Greenhouse Gas amount, be it is maximum to climate change effect so far because
Element.Therefore, people are in the urgent need to finding new clean energy resource.In the face of energy crisis, people put sight to ocean.Ocean face
Product takes up an area the 71% of the ball gross area, contains huge energy, including tide energy, wave energy, ocean thermal energy, ocean salinity energy
With energy by ocean current etc., wherein ocean wave energy storage capacity is huge, and global developable wave energy year reserves are up to 2 TW.With other seas
Foreign energy resource is compared, and wave energy has advantages below:Occur with mechanical energy form, be the preferable energy of quality in ocean energy;
Energy-flux density is maximum;Its utilization can be realized by less device;Wave energy apparatus can be on existing facility and the basis of engineering
On carry out construction installation, can reducing the construction costs, realize the diversification of function.
Used as hydraulic structure important in port engineering, it is steady that its Main Function Shi Weigang areas provide good pool to breakwater
Condition, beneficial to stevedoring operations.As port engineering technology develops, breakwater structure form reaches its maturity;However, existing at present
In ocean wave energy development field, shortage is compared in the wave-energy power generation technology application in terms of combining with coastal engineering, is mostly
, there is the deficiency that utilization ways are single and utilization rate is low in single wave energy generating set.And current hydraulic structure both at home and abroad
The trend of development, with from simple function to the trend of comprehensive utilization.
The content of the invention
In order to solve the technical problem that above-mentioned background technology is proposed, the present invention is intended to provide a kind of breakwater of self-power generation type
Device and its electricity-generating method, make up the single deficiency of traditional hydraulic structure purposes, TRT are combined with breakwater, is made
Its function of there is resistance wave, generate electricity.
In order to realize above-mentioned technical purpose, the technical scheme is that:
A kind of breakwater device of self-power generation type, including pile foundation type semicircle breakwater, the pile foundation type semicircle breakwater include
Semicircular arch ring and dividing plate, the semicircular arch ring it is opening down, dividing plate is vertically arranged in the centre of semicircular arch ring, dividing plate
Upper end be connected with the summit of semicircular arch ring, the lower end of dividing plate is flushed with the two ends of semicircular arch ring opening, so as to by semicircle
The inner space equipartition of shape arch ring is into two inner chambers;One of inner chamber is located at the land-based area side that anti-ripple is carried, in the inner chamber
Base plate is set at opening, then semicircular arch ring, dividing plate and base plate enclose closed TRT room;Another inner chamber is located at anti-
The side of heading sea of ripple dike, in the inner chamber, sea cannot be below the opening of semicircular arch ring all the time, so as to ensure semi-circular arch
Circle, dividing plate and sea enclose closed catching all the time can air chamber;The upper end of dividing plate is provided with gas channel, vertical in gas channel
Two-way air turbine is set in airflow direction, generating set is set in TRT room, the generating set passes through shaft coupling
It is connected with air turbine.
Based on the preferred version of above-mentioned technical proposal, one end of the base plate below TRT room is connected with dividing plate lower end,
The other end of base plate is connected with one end of semicircular arch ring opening land-based area side, and straight stake is installed in base plate and dividing plate junction, base plate with
Fork stake is installed in one end junction of semicircular arch ring opening land-based area side, and straight stake is installed in head sea one end of side of semicircular arch ring opening,
Semicircle breakwater is supported by straight stake, fork stake.
Based on the preferred version of above-mentioned technical proposal, if dry gas stream is arranged on the semicircular arch ring above TRT room
Exchange mouth.
Based on the preferred version of above-mentioned technical proposal, when sea is in crest, sea level height is less than dividing plate upper end air-flow
The height of passage.
Based on the preferred version of above-mentioned technical proposal, the type of the air turbine be Sa nest Niu Sishi turbines, Weir this
Formula turbine or impulse turbine.
Based on the electricity-generating method of above-mentioned breakwater device, comprise the following steps:
(1)The wave of fluctuating forms oscillating water column in the inner chamber that breakwater heads sea side, and oscillating water column causes catches in energy air chamber
Pressure changes, and in the presence of dividing plate both sides change pressure difference, one-dimensional square is formed in the gas channel on dividing plate top
Air flow, wave energy are successfully captured and are converted into aerodynamic energy;
(2)When sea is in crest state, in side inner chamber of heading sea, water column rises, catch can the increase of air chamber pressure, dividing plate heads sea side gas
Pressure forms the air stream drives air turbine operating of forward flow higher than land-based area side air pressure;When sea is in trough state, side of heading sea
In inner chamber, water column declines, and catches energy air chamber pressure and reduces, and dividing plate heads sea side air pressure less than land-based area side air pressure, forms negative sense air flow
Drive air turbine operating;
(3)The air turbine of operating drives generating set work by shaft coupling, so as to pass through to generate electricity the kinetic energy of air turbine
Unit is converted into electric energy.
The beneficial effect brought using above-mentioned technical proposal:
Oscillaton water column type TRT is combined by the present invention with pile foundation type Semi -- circular Breakwater, realizes the comprehensive of hydraulic structure
Close and utilize, method is simple, maintenance cost is relatively low, with excellent durability and stability.
The present invention is arranged on oscillaton water column type wave energy generating set on breakwater, and its generating set part is arranged on land-based area side
TRT room in, air turbine is arranged on dividing plate top, it is to avoid the directly contacts of core apparatus and sea water, it is possible to resolve existing
The seawater corrosion problem for having technology Wave be widely present using device, improves the safety of device core component.
Description of the drawings
Fig. 1 is schematic structural view of the invention.
Fig. 2 is the structural representation of air turbine in the present invention.
Fig. 3 is the schematic diagram that the present invention captures wave energy under crest state.
Fig. 4 is the schematic diagram that the present invention captures wave energy under trough state.
Label declaration:1st, pile foundation type Semi -- circular Breakwater;2nd, catching can air chamber;3rd, air turbine;4th, TRT room;5th, sea
Face;11st, semicircular arch ring;12nd, dividing plate;13rd, base plate;14th, pitch stake;15th, straight stake;16th, air-flow exchanges mouth;31st, gas channel.
Specific embodiment
Below with reference to accompanying drawing, technical scheme is described in detail.
As shown in figure 1, a kind of breakwater device of self-power generation type, including pile foundation type semicircle breakwater 1, the pile foundation type half
Circular breakwater 1 includes semicircular arch ring 11 and dividing plate 12, the semicircular arch ring 11 it is opening down, dividing plate 12 is vertically arranged
In the centre of semicircular arch ring 11, the upper end of dividing plate 12 is connected with the summit of semicircular arch ring 11, the lower end of dividing plate 12 and semicircle
Shape arch ring 11 opening two ends flush, so as to by the inner space equipartition of semicircular arch ring 11 into two inner chambers.Wherein one
Individual inner chamber is located at the land-based area side that anti-ripple is carried, and arranges base plate 13, then semicircular arch ring 11, dividing plate 12 and bottom at the opening of the inner chamber
Plate 13 encloses closed TRT room 4.Another inner chamber is located at the side of heading sea of breakwater, and in the inner chamber, sea 5 is all the time
The opening of semicircular arch ring 11 is cannot be below, so as to ensure that it is closed that semicircular arch ring 11, dividing plate 12 and sea 5 enclose all the time
Catch can air chamber 2.As shown in Fig. 2 the upper end of dividing plate 12 is provided with gas channel 31, set perpendicular to airflow direction in gas channel
Two-way air turbine 3 is put, generating set is set in TRT room 4, the generating set is by shaft coupling and air turbine 3
Connection.Base plate 13 is combined closely with semicircular arch ring 11 and dividing plate 12, can completely cut off sea water, provides one to generating set and does
Dry, stable working condition.
In the present embodiment, base plate 13 installs straight stake 15 with 12 junction of dividing plate, and base plate 13 is open with semicircular arch ring 11
Fork stake 14 is installed in one end junction of land-based area side, and straight stake 15 is installed in head sea one end of side of the opening of semicircular arch ring 11, by straight stake
15th, pitch stake 14 to support semicircle breakwater.The present invention adopts pile foundation type Semi -- circular Breakwater, the type breakwater to have structure
Rationally, by wave force is little, few working procedure and many advantages, such as fast easy construction progress.
In the present embodiment, if dry gas stream is arranged on the semicircular arch ring above TRT room exchanges mouth 16, it is used for
Gas exchange inside and outside breakwater, balances the inside and outside pressure difference of breakwater.
In the present embodiment, when sea is in crest, height of the sea level height less than 12 upper end gas channel 31 of dividing plate,
Avoid sea water from contacting with air turbine 3, cause corrosion.
In the present embodiment, the type of air turbine 3 can be Sa nest Niu Sishi turbines, this formula turbine of Weir or impact
Formula turbine.
The invention allows for the electricity-generating method based on above-mentioned breakwater device, step is as follows:
Step 1, capture wave energy:
The wave of fluctuating forms oscillating water column in the inner chamber that breakwater heads sea side, and oscillating water column causes the pressure caught in energy air chamber
Change, in the presence of dividing plate both sides change pressure difference, in the gas channel on dividing plate top, form the flowing of one-dimensional square
Air-flow, wave energy are successfully captured and are converted into aerodynamic energy;
Step 2, capture air energy:
As shown in figure 3, when sea is in crest state, water column rises in side inner chamber of heading sea, the pressure increase of energy air chamber is caught, dividing plate is met
Unrestrained side air pressure is higher than land-based area side air pressure, forms the air stream drives air turbine operating of forward flow.As shown in figure 4, sea is in
During trough state, in side inner chamber of heading sea, water column declines, and catches energy air chamber pressure and reduces, and dividing plate heads sea side air pressure less than land-based area side gas
Pressure, forms negative sense air flow and drives air turbine operating.
Step 3, realization generate electricity:
The air turbine of operating drives generating set work by shaft coupling, so as to the kinetic energy of air turbine is passed through generating set
It is converted into electric energy.
Above example technological thought only to illustrate the invention, it is impossible to which protection scope of the present invention is limited with this, it is every
According to technological thought proposed by the present invention, any change done on the basis of technical scheme, the scope of the present invention is each fallen within
Within.
Claims (6)
1. a kind of breakwater device of self-power generation type, it is characterised in that:Including pile foundation type semicircle breakwater, the pile foundation type semicircle
Shape breakwater includes semicircular arch ring and dividing plate, the semicircular arch ring it is opening down, dividing plate is vertically arranged in semi-circular arch
The centre of circle, the upper end of dividing plate are connected with the summit of semicircular arch ring, and the lower end of dividing plate is neat with the two ends of semicircular arch ring opening
It is flat, so as to by the inner space equipartition of semicircular arch ring into two inner chambers;One of inner chamber is located at the land-based area that anti-ripple is carried
Side, arranges base plate at the opening of the inner chamber, then semicircular arch ring, dividing plate and base plate enclose closed TRT room;Separately
One inner chamber is located at the side of heading sea of breakwater, and in the inner chamber, sea cannot be below the opening of semicircular arch ring all the time, so as to
Ensureing that semicircular arch ring, dividing plate and sea enclose closed catching all the time can air chamber;The upper end of dividing plate is provided with gas channel, in gas
Two-way air turbine is set perpendicular to airflow direction in circulation road, generating set is set in TRT room, the electromotor
Group is connected with air turbine by shaft coupling.
2. a kind of breakwater device of self-power generation type according to claim 1, it is characterised in that:Bottom below TRT room
One end of plate is connected with dividing plate lower end, and the other end of base plate is connected with one end of semicircular arch ring opening land-based area side, base plate with every
Plate junction is installed one end junction of straight stake, base plate and semicircular arch ring opening land-based area side and installs fork stake, and semicircular arch ring is opened
Straight stake is installed in head sea one end of side of mouth, supports semicircle breakwater by straight stake, fork stake.
3. a kind of breakwater device of self-power generation type according to claim 1, it is characterised in that:Above TRT room
If dry gas stream is arranged on semicircular arch ring exchanges mouth.
4. a kind of breakwater device of self-power generation type according to claim 1, it is characterised in that:When sea is in crest,
Height of the sea level height less than dividing plate upper end gas channel.
5. a kind of breakwater device of self-power generation type according to claim 1, it is characterised in that:The type of the air turbine
For Sa nest Niu Sishi turbines, this formula turbine of Weir or impulse turbine.
6. the electricity-generating method based on breakwater device described in claim 1, it is characterised in that comprise the following steps:
(1)The wave of fluctuating forms oscillating water column in the inner chamber that breakwater heads sea side, and oscillating water column causes catches in energy air chamber
Pressure changes, and in the presence of dividing plate both sides change pressure difference, one-dimensional square is formed in the gas channel on dividing plate top
Air flow, wave energy are successfully captured and are converted into aerodynamic energy;
(2)When sea is in crest state, in side inner chamber of heading sea, water column rises, catch can the increase of air chamber pressure, dividing plate heads sea side gas
Pressure forms the air stream drives air turbine operating of forward flow higher than land-based area side air pressure;When sea is in trough state, side of heading sea
In inner chamber, water column declines, and catches energy air chamber pressure and reduces, and dividing plate heads sea side air pressure less than land-based area side air pressure, forms negative sense air flow
Drive air turbine operating;
(3)The air turbine of operating drives generating set work by shaft coupling, so as to pass through to generate electricity the kinetic energy of air turbine
Unit is converted into electric energy.
Priority Applications (1)
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CN201611041800.3A CN106522157B (en) | 2016-11-24 | 2016-11-24 | A kind of breakwater device and its electricity-generating method of self-power generation type |
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CN201611041800.3A CN106522157B (en) | 2016-11-24 | 2016-11-24 | A kind of breakwater device and its electricity-generating method of self-power generation type |
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CN106522157A true CN106522157A (en) | 2017-03-22 |
CN106522157B CN106522157B (en) | 2018-08-31 |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108119295A (en) * | 2017-11-28 | 2018-06-05 | 浙江海洋大学 | A kind of pile foundation jacket-type semicircle mask breakwater of built-in swing type wave-power device |
CN108179726A (en) * | 2018-01-10 | 2018-06-19 | 河海大学 | One kind has generating function Liftable type breakwater |
CN109487750A (en) * | 2018-12-18 | 2019-03-19 | 中交上海航道勘察设计研究院有限公司 | Pile formula semicircular wave breaker structure and construction method |
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JPH10213059A (en) * | 1997-01-31 | 1998-08-11 | Toshio Hatakeyama | Wave activated power generator |
CN201535224U (en) * | 2009-11-23 | 2010-07-28 | 曹文恒 | Sea wave power generation device |
US20130277978A1 (en) * | 2011-05-06 | 2013-10-24 | Voith Patent Gmbh | Turbine Installation for Extracting Sea Wave Energy |
CN203272008U (en) * | 2013-04-24 | 2013-11-06 | 中国水利水电科学研究院 | Coast wave energy rotational flow power generation device |
CN103867377A (en) * | 2014-03-27 | 2014-06-18 | 河海大学 | System device for generating power through water wave force |
CN105422376A (en) * | 2015-12-15 | 2016-03-23 | 大连理工大学 | Vertical guide pile type float groyne and wave power generation device |
-
2016
- 2016-11-24 CN CN201611041800.3A patent/CN106522157B/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10213059A (en) * | 1997-01-31 | 1998-08-11 | Toshio Hatakeyama | Wave activated power generator |
CN201535224U (en) * | 2009-11-23 | 2010-07-28 | 曹文恒 | Sea wave power generation device |
US20130277978A1 (en) * | 2011-05-06 | 2013-10-24 | Voith Patent Gmbh | Turbine Installation for Extracting Sea Wave Energy |
CN203272008U (en) * | 2013-04-24 | 2013-11-06 | 中国水利水电科学研究院 | Coast wave energy rotational flow power generation device |
CN103867377A (en) * | 2014-03-27 | 2014-06-18 | 河海大学 | System device for generating power through water wave force |
CN105422376A (en) * | 2015-12-15 | 2016-03-23 | 大连理工大学 | Vertical guide pile type float groyne and wave power generation device |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108119295A (en) * | 2017-11-28 | 2018-06-05 | 浙江海洋大学 | A kind of pile foundation jacket-type semicircle mask breakwater of built-in swing type wave-power device |
CN108179726A (en) * | 2018-01-10 | 2018-06-19 | 河海大学 | One kind has generating function Liftable type breakwater |
CN109487750A (en) * | 2018-12-18 | 2019-03-19 | 中交上海航道勘察设计研究院有限公司 | Pile formula semicircular wave breaker structure and construction method |
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