CN106468053A - For power generation application framework in the collection drainage facility in marine site - Google Patents
For power generation application framework in the collection drainage facility in marine site Download PDFInfo
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- CN106468053A CN106468053A CN201510498505.XA CN201510498505A CN106468053A CN 106468053 A CN106468053 A CN 106468053A CN 201510498505 A CN201510498505 A CN 201510498505A CN 106468053 A CN106468053 A CN 106468053A
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- Prior art keywords
- foundation pile
- platform
- drainage facility
- power generation
- diversion
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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
- 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
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- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
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Abstract
A kind of for power generation application framework in the collection drainage facility in marine site, including:At least one diversion system module, including the first foundation pile group squeezing into seabed rock stratum;The Part I foundation pile being respectively arranged at this first foundation pile group is in order to draw the wave priming device drawing sea water;The top of the group Part I foundation pile in this first foundation pile group for the structure and the diversion platform more than sea;It is installed on above this diversion platform and receives the water tower that this wave priming device is drawn the sea water drawing.
Description
Technical field
The present invention is a kind of afloat large scale structure facility of setting, quotes sea water and is generated electricity.
Background technology
TaiWan, China patent of invention (application number:No. 101133752) and Chinese invention patent (application
Number:201210347071.X) a kind of wave priming device is proposed, by being fixed on the base on seabed ground
Post, installs diversion assembly and floatation element on pilum.Waves of seawater priming floatation element is along base
Post lifts displacement, and sea water is up advanced into a water tower via diversion assembly.By water tower and generating
Potential energy difference between device is converted to electric energy.
For reaching good electricity generation efficiency, the water collection efficiency of water tower and power generation and water supply first is uninterrupted
Extremely necessary, and pass through Colaesce several wave priming device jointly to one water tower provide water inlet can
To guarantee required water collection efficiency and power generation and water supply.Furthermore, the several water tower of Colaesce and several generating set
The standby generating electricity facility that can form a concrete scale, to obtain and to store more electric energy.
Therefore in a marine site, how by several wave priming devices, water tower and generating equipment even
Collectively form one to catchment and power generating equipment, be the problem to be solved in the present invention.
Content of the invention
Technical problem underlying to be solved by this invention is, overcomes the above-mentioned of prior art presence to lack
Fall into, and provide a kind of for power generation application framework in the collection drainage facility in marine site, it is in a set model
Enclose in marine site, several wave priming devices, water tower Colaesce are got up to constitute a collection drainage facility.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of for power generation application framework in the collection drainage facility in marine site, including:
At least one diversion system module, including the first foundation pile group squeezing into seabed rock stratum;It is respectively provided with
In this first foundation pile group Part I foundation pile in order to draw the wave priming device drawing sea water;Group structure in
The top of Part I foundation pile of this first foundation pile group and the diversion platform more than sea;Peace
It is loaded on above this diversion platform and receives the water tower that this wave priming device is drawn the sea water drawing.
Further, the present invention also comprises at least one link block, and this link block includes squeezing into
Second foundation pile group of seabed rock stratum, and be located at more than sea located at this second foundation pile group top one
Connecting platform;This connecting platform connects at least two diversion platforms.
Further, by several link blocks and several diversion system module composition one arc line type
The collection drainage facility of framework or linear type framework or cross framework or radial framework.
Further, several link blocks and several diversion system mould are connected by a center module
Block, constitutes the collection drainage facility of a radial pattern framework.
Further, a generator platform is located at the Part II foundation pile of this first foundation pile group and position
Below this water tower, this generator platform is arranged the confession water potential energy of this water tower is changed into electric energy
Generating equipment.
Effect of the present invention:
In a given area marine site, by the setting of platform, by several wave priming devices,
One water tower even collectively forms a collection drainage facility.Each collection drainage facility can install a generating equipment.
Several diversion system modules are coupled together by formation one by link block and/or center module
There is the large-scale collection drainage facility of geometry framework, the rigidity of lifting overall architecture, to resist wave
Fluctuation and impulse.And the large-scale collection drainage facility through geometry framework, promotes and catchments and generate electricity
Efficiency.
The invention has the beneficial effects as follows, it is in a given area marine site, and several waves are drawn
Water installations, water tower Colaesce get up to constitute a collection drainage facility.
Brief description
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 collects the elevational schematic view of drainage facility for the present invention.
Fig. 2 collects the sectional perspective schematic diagram of drainage facility for the present invention.
Fig. 3 is the schematic top plan view of diversion platform of the present invention and link block.
Fig. 4 is the schematic top plan view of central platform of the present invention.
Fig. 5 is the schematic top plan view of arc line type collection drainage facility of the present invention.
Fig. 6 is the schematic top plan view of linear type collection drainage facility of the present invention.
Fig. 7 is the schematic top plan view of the present invention cross collection drainage facility.
Fig. 8 is the schematic top plan view of radial pattern collection drainage facility of the present invention.
In figure label declaration:
10- diversion system module 40- linear type framework
The cross framework of 11- the first foundation pile group 50-
111- Part I foundation pile 60- center module
112- Part II foundation pile 61- the 3rd foundation pile group
12- wave priming device 62- central platform
13- diversion platform 70- radial pattern framework
14- water tower 80- seabed rock stratum
141- water pipe 81- sea
15- generator platform
151- generating equipment
20- link block
21- the second foundation pile group
22- connecting platform
30- arc line type framework
Specific embodiment
As shown in Figure 1, Figure 2, Fig. 3, the present invention be power generation application framework in the collection drainage facility in marine site, including:
At least one diversion system module 10, including the first foundation pile group 11 squeezing into seabed rock stratum 80;Set respectively
The Part I foundation pile 111 being placed in this first foundation pile group 11 is in order to draw the wave priming device drawing sea water
12;The top in this Part I foundation pile 111 for the group structure and the diversion platform positioned at sea more than 81
13;It is installed on above this diversion platform 13 and receives this wave priming device 12 and drawn the sea water drawing
Water tower 14, this water tower 14 is connected with each wave priming device 12 with water pipe 141.One electromotor is put down
15 groups of structures of platform in this first foundation pile group 11 Part II foundation pile 112 and be located at this diversion platform 13 under
Side, this generator platform 15 arranges the generating that the confession water potential energy of this water tower 14 is changed into electric energy and sets
Standby 151.
Present invention additionally comprises link block 20, this link block 20 includes squeeze into seabed rock stratum 80
Diyl pile group 21, and the connection positioned at sea more than 81 is flat located at this second foundation pile group 21 top
Platform 22.
Described the first foundation pile group 11, the second foundation pile group 21 distinctly contain the foundation pile of predetermined quantity,
This foundation pile is piling bar, and vertical stretching into is marine, and squeezes into seabed rock stratum 80.The size of this foundation pile,
Specification, usage quantity, arrangement, distance each other and squeeze into the depth end of seabed rock stratum 80 and regard
Depending on local sea situation.The TaiWan, China that this wave priming device 12 described is carried by prior art is invented
Patent (application number:No. 101133752) and Chinese invention patent (application number:
201210347071.X).Described diversion platform 13, generator platform 15 and connecting platform 22 are all
Consider the steel structure main body in wave gap.Flat with regard to diversion platform 13, generator platform 15 and connection
Concrete height more than sea for the platform 22 regards local sea situation and rising and ebbs tide depending on water, about exceed 18~
30 meters, it is to avoid by the regular impact of wave.The purpose of link block 20 is to connect several diversions
System module 10, according to the scope in marine site and sea situation and specific collecting water from runoff demand by several diversions
System module 10 couples together, on the one hand increase the robustness of their structures, anti-sea beat and
Steadiness, on the other hand integrates diversion system module 10 and constitutes a large-scale collection drainage facility.
The connecting platform 22 of link block 20 is by the diversion platform of diversion system module 10 adjacent two-by-two
13 connections, constitute the collection drainage facility of arc line type framework 30 as shown in Figure 5, or straight line type frame shown in Fig. 6
The collection drainage facility of structure 40, or the collection drainage facility of cross framework 50 shown in Fig. 7.
As Fig. 4, Fig. 8, the present invention also comprises a center module 60, and this center module 60 includes squeezing into
3rd foundation pile group 61 of seabed rock stratum 80, and located at the 3rd foundation pile group 61 top be located at sea with
On a central platform 62, this central platform 62 has the profile of polygonal geometry.Several connections
The connecting platform 22 of module 20 is all connected to this central platform 62, and the connection of each link block 20 is put down
Platform 22 separately connects the diversion platform 13 of at least one diversion system module 10, constitutes radial pattern as shown in Figure 8
The collection drainage facility of framework 70.
By the invention described above technical characteristic, in a given area marine site, by diversion platform
With the setting of foundation pile group, several wave priming devices, a water tower and a generating equipment Colaesce are got up
Form diversion system module 10, by link block 20 and/or center module 60 by several diversions
System module 10 couples together one large-scale collection drainage facility of formation and power generating equipment.
The above, be only presently preferred embodiments of the present invention, and not the present invention is made with any shape
Restriction in formula, it is any simple that every technical spirit according to the present invention is made to above example
Modification, equivalent variations and modification, all still fall within the range of technical solution of the present invention.
In sum, the present invention, in structure design, using in practicality and cost benefit, accords with completely
Close needed for industry development, and disclosed structure is also to have unprecedented innovative structure, has
Novelty, creativeness, practicality, meet the regulation about patent of invention important document, therefore lift in accordance with the law
Application.
Claims (7)
1. a kind of for power generation application framework in the collection drainage facility in marine site it is characterised in that include:
At least one diversion system module, including the first foundation pile group squeezing into seabed rock stratum;It is respectively provided with
In this first foundation pile group Part I foundation pile in order to draw the wave priming device drawing sea water;Group structure in
The top of Part I foundation pile of this first foundation pile group and the diversion platform more than sea;Peace
It is loaded on above this diversion platform and receives the water tower that this wave priming device is drawn the sea water drawing.
2. according to claim 1 for power generation application framework in the collection drainage facility in marine site, its feature
It is, also comprises at least one link block, this link block includes the second base squeezing into seabed rock stratum
Pile group, and it is located at a connecting platform on more than sea located at this second foundation pile group top;This connection
Platform connects at least two diversion platforms.
3. according to claim 2 for power generation application framework in the collection drainage facility in marine site, its feature
It is, the catchmenting of described several link blocks and several diversion system module composition one arc line type framework
Facility.
4. according to claim 2 for power generation application framework in the collection drainage facility in marine site, its feature
It is, the catchmenting of described several link blocks and several diversion system module composition one linear type framework
Facility.
5. according to claim 2 for power generation application framework in the collection drainage facility in marine site, its feature
It is, the catchmenting of described several link blocks and several cross framework of diversion system module composition one
Facility.
6. according to claim 1 for power generation application framework in the collection drainage facility in marine site, its feature
It is, also comprise a center module, several link block and several diversion system module;Wherein,
This link block includes the second foundation pile group squeezing into seabed rock stratum, and located at this second foundation pile group top
End is located at a connecting platform on more than sea;This center module includes the 3rd base squeezing into seabed rock stratum
Pile group, and it is located at a central platform on more than sea located at the 3rd foundation pile group top;Each company
The connecting platform of connection module is all connected to this central platform, and the connecting platform of each link block separately connects
It is connected to the diversion platform of a few diversion system module, constitute the collection drainage facility of a radial pattern framework.
7. according to claim 1 for power generation application framework in the collection drainage facility in marine site, its feature
It is, also comprise to organize structure in the Part II foundation pile of this first foundation pile group and below this water tower
Generator platform, this generator platform is arranged the confession water potential energy of this water tower is changed into sending out of electric energy
Electric equipment.
Priority Applications (1)
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CN201510498505.XA CN106468053A (en) | 2015-08-14 | 2015-08-14 | For power generation application framework in the collection drainage facility in marine site |
Applications Claiming Priority (1)
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CN201510498505.XA CN106468053A (en) | 2015-08-14 | 2015-08-14 | For power generation application framework in the collection drainage facility in marine site |
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CN201510498505.XA Pending CN106468053A (en) | 2015-08-14 | 2015-08-14 | For power generation application framework in the collection drainage facility in marine site |
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Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4544849A (en) * | 1980-03-26 | 1985-10-01 | Choi In K | Method and apparatus for tidal electric power generation using the buoyancy energy of the tide |
FR2885961A1 (en) * | 2005-05-19 | 2006-11-24 | Marcel Pillet | Maritime installation for producing energy, has ballasting tank filled with water for permitting partial or total immersion of installation during storm, and control unit for controlling operation of solenoid valve and sump pump |
CN1924199A (en) * | 2006-08-07 | 2007-03-07 | 宋福禄 | Tower pool circulated water type natural flow station |
CN101538865A (en) * | 2009-04-15 | 2009-09-23 | 天津大学 | Integral type foundation of tension leg platform provided with compression resistant water storage cabins and penetration method thereof |
CN102947582A (en) * | 2009-12-09 | 2013-02-27 | 鲍里斯·弗拉基米罗维奇·希尔维斯特罗夫 | Wave energy plant |
CN103362113A (en) * | 2012-04-11 | 2013-10-23 | 黄灿光 | Local buoyancy ocean platform of offshore wind power, bridge and ocean structure, and construction method |
CN103485968A (en) * | 2012-09-18 | 2014-01-01 | 余運錩 | Wave-driven water intake device |
CN205012301U (en) * | 2015-08-14 | 2016-02-03 | 余運錩 | Usage is configure in facility that catchments in sea area in order to generate electricity |
-
2015
- 2015-08-14 CN CN201510498505.XA patent/CN106468053A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4544849A (en) * | 1980-03-26 | 1985-10-01 | Choi In K | Method and apparatus for tidal electric power generation using the buoyancy energy of the tide |
FR2885961A1 (en) * | 2005-05-19 | 2006-11-24 | Marcel Pillet | Maritime installation for producing energy, has ballasting tank filled with water for permitting partial or total immersion of installation during storm, and control unit for controlling operation of solenoid valve and sump pump |
CN1924199A (en) * | 2006-08-07 | 2007-03-07 | 宋福禄 | Tower pool circulated water type natural flow station |
CN101538865A (en) * | 2009-04-15 | 2009-09-23 | 天津大学 | Integral type foundation of tension leg platform provided with compression resistant water storage cabins and penetration method thereof |
CN102947582A (en) * | 2009-12-09 | 2013-02-27 | 鲍里斯·弗拉基米罗维奇·希尔维斯特罗夫 | Wave energy plant |
CN103362113A (en) * | 2012-04-11 | 2013-10-23 | 黄灿光 | Local buoyancy ocean platform of offshore wind power, bridge and ocean structure, and construction method |
CN103485968A (en) * | 2012-09-18 | 2014-01-01 | 余運錩 | Wave-driven water intake device |
CN205012301U (en) * | 2015-08-14 | 2016-02-03 | 余運錩 | Usage is configure in facility that catchments in sea area in order to generate electricity |
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Application publication date: 20170301 |