CN202899150U - Draught fan base of offshore wind power station - Google Patents
Draught fan base of offshore wind power station Download PDFInfo
- Publication number
- CN202899150U CN202899150U CN201220524924.8U CN201220524924U CN202899150U CN 202899150 U CN202899150 U CN 202899150U CN 201220524924 U CN201220524924 U CN 201220524924U CN 202899150 U CN202899150 U CN 202899150U
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- cushion cap
- draught fan
- electric field
- rod
- transition conduit
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Abstract
The utility model provides a draught fan base of an offshore wind power station. The draught fan base of the offshore wind power station comprises a draught fan tower frame, wherein a plurality of bearing platforms which are fixed in the sea are arranged on the periphery of the draught fan tower frame, and the bearing platforms are fixedly connected with the draught fan tower frame through support frames. The draught fan base of the offshore wind power station has the advantages of being large in structural rigidity, convenient to construct, small in project amount, capable of achieving leveling of a draught fan base structure easily and the like. Requirements of continuous increase of the capacity of a wind power unit single machine to the draught fan base are met, and rapid development of manufacturing technology of the wind power unit is adapted to.
Description
Technical field
The utility model relates to a kind of marine wind electric field fan basis.
Background technology
China is vast in territory, and seashore line length, offshore wind energy resource are very abundant.Marine wind electric field have wind speed large, effectively generating dutation long, do not take land, apart from advantages such as load center are near, but have good DEVELOPMENT PROSPECT.At present, the offshore wind farm construction is in the ascendant in the world, and domestic offshore wind farm is formally starting also, is badly in need of catching up with and surpass the international high standards.
Sum up the in the world blower foundation of built main marine wind electric field, mainly contain three kinds of structures:
1, single-pile foundation: in sea bed, directly squeeze into a large diameter steel pipe pile as the basis of blower fan (wind-powered electricity generation unit).The overwhelming majority all adopts single-pile foundation in the built marine wind electric field at present.The major advantage of single-pile foundation is that structural shape is simple, easy construction, and major defect is that compliance is not strong.Along with the fast development of wind-powered electricity generation unit manufacturing technology, single-machine capacity constantly increases, and the single pile diameter that needs is increasing, and pile foundation lifts and squeezes into difficulty and also increases thereupon.On the other hand, the single-pile foundation horizontal rigidity is relatively low, is difficult to satisfy blower fan to the requirement of horizontal distortion in the poor place of sea bed geological conditions.Top layer, domestic neritic area mostly is mud or mucky soil, and the application of single-pile foundation is very limited.
2, many pile leaders body panel basis: adopt and the similar structure of offshore oil jacket platform, in sea bed, place first a steel structure platform that is formed by the steel member, then squeeze into steel pipe pile by the spud leg sleeve pipe on the platform.Many pile leaders frame basis is constantly to increase a kind of foundation structure that the higher requirement of soil rigidity is adopted in order to adapt to the wind-powered electricity generation capacity of power unit, its advantage is that horizontal rigidity is large, major defect is that the later stage operation and maintenance cost is high owing to adopting steel work to cause involving great expense.On the other hand, owing to adopting the mode of driving piles behind the jacket of placing first, before piling, jacket is subjected to the wave flow action to be difficult to precision regulating to calm down the position, be difficult to satisfy the strict planeness requirement that top blower fan tall and slender structure lifting proposes the basis, need to adopt additional connector to carry out secondary leveling, increased the complexity of difficulty of construction and structure.
3, High-Rise Pile Cap Foundation: many steel pipe piles are adopted on this basis, and adopt a larger reinforced concrete pile cap, and the changeover portion (pylon) of steel pipe pile and superstructure is connected.This structure level rigidity is large, and crashworthiness is good, and the changeover portion leveling is convenient.But this structure since arrangement of pile foundation in more among a small circle, foundation pile is stressed larger.The cushion cap area is larger simultaneously, need to bear larger Wave Load when the cushion cap elevation is low.
All there is different shortcomings on above-mentioned three kinds of marine wind electric field fan bases, can not adapt to the fast development of wind-powered electricity generation unit manufacturing technology.When the wind-powered electricity generation capacity of power unit constantly increases, above-mentioned blower foundation difficulty of construction is large, complex structure, rigidity not, be greatly limited.
The utility model content
The shortcoming of prior art in view of the above, the purpose of this utility model is to provide a kind of marine wind electric field fan basis, when constantly increasing for solution prior art apoplexy group of motors single-machine capacity, blower foundation is restricted, large, the baroque problem of difficulty of construction.
Reach for achieving the above object other relevant purposes, the utility model provides a kind of marine wind electric field fan basis, comprises blower fan pylon, is provided with a plurality of marine cushion caps that are fixed in around the blower fan pylon, and cushion cap is fixedly connected with by bracing frame with blower fan pylon.
Preferably, bracing frame comprises a transition conduit of vertically placing and a plurality of contact bars that are connected connecting transition conduit and cushion cap, and the top of transition conduit is fixedly connected with blower fan pylon.Further preferred, the bar that contacts between each cushion cap and the transition conduit is two, is respectively second line of a couplet tie-rod and first line of a couplet tie-rod; One end of second line of a couplet tie-rod is imbedded cushion cap, and the other end is fixedly connected with the side face of transition conduit; One end of first line of a couplet tie-rod is imbedded cushion cap, and the other end is fixedly connected with the side face of transition conduit.Further preferred, the first line of a couplet tie-rod and the second line of a couplet tie-rod that are connected on the same cushion cap are positioned at same perpendicular.
Preferably, a plurality of cushion caps circumferentially evenly distributing along transition conduit.
Preferably, cushion cap is supported on the sea bed by a plurality of foundation piles.
In the such scheme, cushion cap can be comprised of steel concrete, and the material of bracing frame can be steel.
As mentioned above, the utility model marine wind electric field fan basis has following beneficial effect:
1) change single cushion cap into a plurality of cushion caps, increased the spacing of foundation pile, be conducive to reduce the stressed of foundation pile, thereby it is long to reduce stake; Change single cushion cap into a plurality of cushion caps, reduced the gross area of cushion cap, thereby reduce the suffered wave force of cushion cap; Change single cushion cap into a plurality of cushion caps, also reduced basic engineering quantity;
2) engineering quantity under same perimeter of section condition, because the minimizing in stake footpath can reduce corresponding steel pipe pile wall thickness, thereby is saved in the basis that connects by a plurality of small-sized cushion caps;
3) adopt concrete bearing platform, can reduce the requirement to the piling positioning precision, reduced transition conduit the difficulty of leveling is installed, and conveniently adopted taper pile to improve the integral level rigidity on basis.
In sum, this marine wind electric field fan basis has that the rigidity of structure is large, easy construction, engineering quantity are little, the easy advantage such as realization of fan foundation structure leveling, satisfy the continuous requirement that increases blower foundation of wind-powered electricity generation capacity of power unit, adapted to the fast development of wind-powered electricity generation unit manufacturing technology.
Description of drawings
Fig. 1 is shown as the elevation on the utility model marine wind electric field fan basis.
Fig. 2 is shown as the plan view on marine wind electric field fan basis shown in Figure 1.
The element numbers explanation
1 blower fan pylon
2 cushion caps
3 bracing frames
31 transition conduit
32 second line of a couplet tie-rods
33 first line of a couplet tie-rods
4 foundation piles
The specific embodiment
Below by particular specific embodiment embodiment of the present utility model is described, person skilled in the art scholar can understand other advantages of the present utility model and effect easily by the disclosed content of this manual.
See also Fig. 1 to Fig. 2.Notice, the appended graphic structure that illustrates of this manual, ratio, size etc., equal contents in order to cooperate manual to disclose only, understand and reading for person skilled in the art scholar, be not to limit the enforceable qualifications of the utility model, therefore the technical essential meaning of tool not, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting under the effect that the utility model can produce and the purpose that can reach, all should still drop on the technology contents that the utility model discloses and get in the scope that can contain.Simultaneously, quote in this manual as " on ", D score, " left side ", " right side ", " centre " reach the term of " " etc., also only for ease of understanding of narrating, but not in order to limit the enforceable scope of the utility model, the change of its relativeness or adjustment, under without essence change technology contents, when also being considered as the enforceable category of the utility model.
To shown in Figure 2, the utility model provides a kind of marine wind electric field fan basis, comprises blower fan pylon 1, is provided with a plurality of marine cushion caps 2 that are fixed in around the blower fan pylon 1 such as Fig. 1, and cushion cap 2 is fixedly connected with by bracing frame 3 with blower fan pylon 1.
A plurality of cushion caps 2 circumferentially evenly distribute along transition conduit 31; The first line of a couplet tie-rod 33, the second line of a couplet tie-rod 32 that are connected on the cushion cap 2 circumferentially evenly distribute along transition conduit 31.Wherein first line of a couplet tie-rod 33 preferred angled are placed, and second line of a couplet tie-rod 32 preferred levels are placed.
Cushion cap 2 is supported on the sea bed by a plurality of foundation piles 4; Being shaped as of cushion cap 2 is cylindrical, and foundation pile 4 circumferentially evenly distributes along cushion cap 2; Foundation pile 4 is steel pipe pile.
Cushion cap 2 is comprised of steel concrete, and the material of bracing frame 3 is steel.
This marine wind electric field fan basis, the process on sea bed construction basis, then look condition of construction and take following two schemes:
1) with transition conduit 31 and the integral installation of contact bar to frame on the temporary platform on the foundation pile 4, then build steel concrete and form cushion cap 2;
2) bury embedded part underground first in cushion cap 2, then casting reinforced concrete links together the embedded part in transition conduit 31 and contact bar and the cushion cap 2 again.
So far after foundation construction was complete, lifting fan pylon 1 was fixedly connected with the top of transition conduit 31.When this blower foundation used, lifting top blower fan was to this blower fan pylon 1, and blower fan pylon 1 is fixed the top blower fan, made the top blower fan can be in marine normal operation.
The utility model marine wind electric field fan basis has following beneficial effect:
1) change single cushion cap into a plurality of cushion caps, increased the spacing of foundation pile, be conducive to reduce foundation pile stressed, thereby it is long to reduce stake; Change single cushion cap into a plurality of cushion caps, also reduced the gross area of cushion cap, thereby reduce the suffered wave force of cushion cap; Change single cushion cap into a plurality of cushion caps, also reduce the engineering quantity on basis;
2) engineering quantity under same perimeter of section condition, because the minimizing in stake footpath can reduce corresponding steel pipe pile wall thickness, thereby is saved in the basis that connects by a plurality of small-sized cushion caps;
3) adopt concrete bearing platform, can reduce the requirement to the piling positioning precision, reduced transition conduit the difficulty of leveling is installed, and conveniently adopted taper pile that the integral level rigidity on basis is provided.
In sum, the utility model marine wind electric field fan basis has that the rigidity of structure is large, easy construction, engineering quantity are little, the easy advantage such as realization of fan foundation structure leveling, satisfy the continuous requirement that increases blower foundation of wind-powered electricity generation capacity of power unit, adapted to the fast development of wind-powered electricity generation unit manufacturing technology.So the utility model has effectively overcome various shortcoming of the prior art and the tool high industrial utilization.
Above-described embodiment is illustrative principle of the present utility model and effect thereof only, but not is used for restriction the utility model.Any person skilled in the art scholar all can be under spirit of the present utility model and category, and above-described embodiment is modified or changed.Therefore, have in the technical field under such as and know that usually the knowledgeable modifies or changes not breaking away from all equivalences of finishing under spirit that the utility model discloses and the technological thought, must be contained by claim of the present utility model.
Claims (6)
1. marine wind electric field fan basis, comprise blower fan pylon (1), it is characterized in that: be provided with a plurality of marine cushion caps (2) that are fixed in around the described blower fan pylon (1), described cushion cap (2) is fixedly connected with by bracing frame (3) with described blower fan pylon (1).
2. marine wind electric field fan according to claim 1 is basic, it is characterized in that: support frame as described above (3) comprises a transition conduit (31) and a plurality of contact bars that are used to connect described transition conduit (31) and described cushion cap (2) of vertically placing, and the top of described transition conduit (31) is fixedly connected with described blower fan pylon (1).
3. marine wind electric field fan according to claim 2 is basic, and it is characterized in that: the contact bar between described each cushion cap (2) and the described transition conduit (31) is two, is respectively second line of a couplet tie-rod (32) and first line of a couplet tie-rod (33); It is fixing that one end of described second line of a couplet tie-rod (32) is imbedded cushion cap (2), and the other end is fixedly connected with the side face of described transition conduit (31); It is fixing that one end of described first line of a couplet tie-rod (33) is imbedded cushion cap (2), and the other end is fixedly connected with the side face of described transition conduit (31).
4. marine wind electric field fan according to claim 3 is basic, and it is characterized in that: described first line of a couplet tie-rod (33) and the second line of a couplet tie-rod (32) that is connected on the same cushion cap (2) is positioned at same perpendicular.
5. marine wind electric field fan according to claim 1 is basic, and it is characterized in that: described cushion cap (2) is supported on the sea bed by a plurality of foundation piles (4).
6. according to claim 1 to 6 each described marine wind electric field fan bases, it is characterized in that: described cushion cap (2) is comprised of steel concrete, and the material of support frame as described above (3) is steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220524924.8U CN202899150U (en) | 2012-10-12 | 2012-10-12 | Draught fan base of offshore wind power station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220524924.8U CN202899150U (en) | 2012-10-12 | 2012-10-12 | Draught fan base of offshore wind power station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202899150U true CN202899150U (en) | 2013-04-24 |
Family
ID=48119839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220524924.8U Withdrawn - After Issue CN202899150U (en) | 2012-10-12 | 2012-10-12 | Draught fan base of offshore wind power station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202899150U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726505A (en) * | 2012-10-12 | 2014-04-16 | 上海勘测设计研究院 | Offshore wind plant wind turbine foundation |
| CN104213575A (en) * | 2014-09-30 | 2014-12-17 | 熊翱 | Hollow abutment foundation with pile caps and construction method of hollow abutment foundation |
-
2012
- 2012-10-12 CN CN201220524924.8U patent/CN202899150U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726505A (en) * | 2012-10-12 | 2014-04-16 | 上海勘测设计研究院 | Offshore wind plant wind turbine foundation |
| CN103726505B (en) * | 2012-10-12 | 2016-01-27 | 上海勘测设计研究院 | Offshore wind plant wind turbine foundation |
| CN104213575A (en) * | 2014-09-30 | 2014-12-17 | 熊翱 | Hollow abutment foundation with pile caps and construction method of hollow abutment foundation |
| CN104213575B (en) * | 2014-09-30 | 2016-05-18 | 熊翱 | With the hollow pier stylobate foundation construction of pile cover |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130424 Effective date of abandoning: 20220325 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20130424 Effective date of abandoning: 20220325 |