CN207267525U - Multicolumn spar type floating fan platforms - Google Patents
Multicolumn spar type floating fan platforms Download PDFInfo
- Publication number
- CN207267525U CN207267525U CN201720588428.1U CN201720588428U CN207267525U CN 207267525 U CN207267525 U CN 207267525U CN 201720588428 U CN201720588428 U CN 201720588428U CN 207267525 U CN207267525 U CN 207267525U
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- China
- Prior art keywords
- column
- multicolumn
- cabin
- floating fan
- gravity
- Prior art date
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- Expired - Fee Related
Links
- 238000007667 floating Methods 0.000 title claims abstract description 23
- 230000005484 gravity Effects 0.000 claims abstract description 14
- 238000004873 anchoring Methods 0.000 claims abstract description 9
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 238000013016 damping Methods 0.000 claims description 4
- 239000013535 sea water Substances 0.000 claims description 2
- 230000001105 regulatory effect Effects 0.000 abstract description 2
- 239000003643 water by type Substances 0.000 description 2
- 235000007926 Craterellus fallax Nutrition 0.000 description 1
- 240000007175 Datura inoxia Species 0.000 description 1
- 239000003653 coastal water Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
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- Wind Motors (AREA)
Abstract
The utility model discloses a kind of multicolumn spar types floating fan platform, including hard cabin, truss structure, ballast tank and anchoring system, the hard cabin includes column, reinforcing plate;The column includes a center stand column and four heel posts, connects to form multi-post structures by reinforcing plate between column;One end of the truss structure is connected with hard cabin, and the other end is connected with ballast tank;Heave plate is evenly equipped with truss structure, anchoring system one end links hard cabin, and the other end is fixed on seabed, and the centre of buoyancy of the multicolumn spar types floating fan platform is higher than center of gravity.The utility model replaces single column with a big four small combination column, avoids or reduces the influence of vortex-induced vibration, carry out cabin division to gin pole, heel post, ballast tank, there is provided buoyancy and gravity and regulating power, increase damaged stability.
Description
Technical field
Offshore wind power generation basic facility is the utility model is related to, is particularly applied to 50~100m depth of waters marine site floating wind
Power generates electricity.
Background technology
With the in short supply of land resource, it is necessary to which the development of the land wind energy of tract receives obstruction, ocean has wide
Wealthy space and high wind energy concentration, so wind energy on the sea has been a great concern in recent years.Counted according to existing observational data, I
The wind energy gross reserves that state can develop and utilize is about 1,000,000,000 kilowatts, wherein having 7.5 in the wind energy content that coastal waters can develop and utilize
Hundred million kilowatts, be more than the three times of land wind energy resources more than 30 meters wind energy resources more horn of plenties of the depth of water.Below Coast of Europe 20m
Depth of water region wind field fundamental plan is completed, and 20-50m depth of waters region is being planned, 50m is planned still not actuated with headwater depth.China
Wind energy on the sea builds major step still slower than Europe.
At present, the basis of offshore wind turbine generator foundation structure can be divided into gravity type, single pile structure, tripod structure, conduit
Frame structure and floating structure.Floating fan foundation structure is suitable for abyssal environment (depth of water > 50m), mainly including semisubmersible-type, TLP
Type, Spar types basis.Existing Spar types blower foundation is mostly kingpost truss formula structure, has very strong stability against overturning,
But it is easily influenced since structure is single cylindrical be subject to vortex-induced vibration, while cabin is few, and unsinkability is relatively low, buoyancy adjustment
Can be poor.
The content of the invention
It is vulnerable to vortex-induced vibration influence, unsinkability and buoyancy adjustment performance to solve existing Spar types floating fan platform
The deficiency of difference, the utility model provide a kind of multicolumn floating Spar type blower foundations, which ensures that original Spar types are put down
The characteristic of platform, while the influence of vortex-induced vibration can be reduced, there is good unsinkability.
Technical solution is used by the utility model solves its technical problem:
Multicolumn spar type floating fan platform includes hard cabin, truss structure, ballast tank and anchoring system, hard cabin bag
Include column, reinforcing plate;The column includes a center stand column and four heel posts, connected between column by reinforcing plate to be formed it is more
Rod structure;One end of the truss structure is connected with hard cabin, and the other end is connected with ballast tank;Heaving is evenly equipped with truss structure
Plate, anchoring system one end link hard cabin, and the other end is fixed on seabed, and the centre of buoyancy of the multicolumn spar types floating fan platform is higher than
Center of gravity.
Preferably, several closed in space are both provided with each column, closed in space improves unsinkability and adjusts
Buoyancy needed for whole platform.
Preferably, the truss structure is made of some vertical support column, collateral beam and heave plates;Heaving plate level is pacified
On vertical support column, collateral beam is used for the connection of heave plate and support column, support.
Preferably, the truss structure is made of 4 vertical support columns, 24 collateral beams, 2 heave plates, heave plate
There is the hole that 3*3 is arranged, to strengthen the heaving of heave plate damping.
Preferably, the anchoring system includes mooring point and more root systems pool cable;The mooring point is arranged on edge-on
On column, the mooring point be located at whole floating fan platform centre of buoyancy and center of gravity centre position institute in the plane.
Preferably, the ballast tank is divided into some cabins, and the object more than density of sea water is loaded in cabin to carry
Pressure supply carrying force, makes the reduction of overall structure center of gravity.
Preferably, the ballast tank cabin can select ballast quantity, and with center-of-gravity regulating position, make anchoring system is
Pool is put positioned at the institute in the centre of buoyancy of whole floating fan platform and center of gravity centre position in the plane.
Preferably, the double-layer clapboard for being provided with and being vertically arranged in the closed in space at Water Plane is in the column, with
Improve column strength.
Compared with prior art, the utility model has an advantageous effect in that:
1. hard cabin replaces an overall single column with five columns, the influence of vortex-induced vibration is reduced.
2. several cabins are respectively divided in each column, damaged stability and unsinkability are improved.
3. ballast tank divides cabin, the ballast of different weight can be provided.
4. the hole that 3*3 is arranged in heave plate, further enhances the heaving damping that heave plate is brought.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model.
In figure:1. heel post, 2. mooring points, 3. ballast tanks, 4. truss cant beams, empty heave plate more than 5., 6. truss upright-columns, 7.
Heel post cabin, 8. double-layer clapboards, 9. gin poles, 10. reinforcing plates.
Embodiment
As shown in Figure 1, the utility model discloses a kind of multicolumn floating Spar type blower foundations, including hard cabin, truss knot
Structure, ballast tank.The hard cabin includes heel post 1, gin pole 9, reinforcing plate 10.In the present embodiment, heel post cabin 7 provides
Buoyancy, reinforcing plate 10 connect heel post and gin pole, improve hard cabin structure intensity, and Water Plane cabin sets double-layer clapboard 8, carries
High column strength.
In the present embodiment, truss structure is made of 4 vertical collateral 4,2 heave plates 5 of beam of support column 6,24, heaving
Plate has the hole that 3*3 is arranged.Truss upright-column 6 connects heel post 6 and ballast tank 3, cant beam is vertical with more sky heave plates be distributed in it is vertical
On column.
In the present embodiment, one end of anchoring system is fixedly connected with seabed, the other end and 42 phases of heel post mooring point
Even.Heel post cabin 7 adjusts buoyancy and gravity with ballast tank 3, ensures that mooring point 2 is in the plane at centre of buoyancy and center of gravity midpoint.
In the present embodiment, ballast tank 3 includes 16 ballast compartment, can change pressur loading weight according to actual conditions.
The operation principle of the utility model is:Hard cabin replaces single column using a big four small combination column, avoids or reduces
The influence of vortex-induced vibration.Cabin division is carried out to gin pole 9, heel post 1, ballast tank 3, there is provided buoyancy and gravity and adjusting energy
Power, increases damaged stability.Truss structure reduces integrally-built weight, while increases the torque of ballast tank generation.It is how empty vertical
Plate is swung by increasing displacement of the heaving damping control overall structure in heaving direction, improves the stability on heaving direction.
Claims (7)
1. a kind of multicolumn spar types floating fan platform, it is characterised in that including hard cabin, truss structure, ballast tank and mooring system
System, the hard cabin include column, reinforcing plate;The column includes a center stand column and four heel posts, passes through between column
Reinforcing plate connects to form multi-post structures;One end of the truss structure is connected with hard cabin, and the other end is connected with ballast tank;Truss
Heave plate is evenly equipped with structure, anchoring system one end links hard cabin, and the other end is fixed on seabed, the multicolumn spar types floating wind
The centre of buoyancy of machine platform is higher than center of gravity.
2. multicolumn spar types floating fan platform according to claim 1, it is characterised in that in each column
Several closed in space are provided with, closed in space improves unsinkability and adjusts buoyancy needed for whole platform.
3. multicolumn spar types floating fan platform according to claim 1, it is characterised in that if the truss structure by
Do vertical support column, collateral beam and heave plate composition;Heave plate is horizontally arranged on vertical support column, and collateral beam is used for heave plate
Connection, support with support column.
4. multicolumn spar types floating fan platform according to claim 3, it is characterised in that the heave plate has 3*3
The hole of arrangement, to strengthen the heaving of heave plate damping.
5. multicolumn spar types floating fan platform according to claim 1, it is characterised in that the anchoring system includes
Mooring point and more root systems pool cable;The mooring point is arranged on heel post, and the mooring point is located at whole floating wind turbine
The centre of buoyancy of platform and the institute in center of gravity centre position are in the plane.
6. multicolumn spar types floating fan platform according to claim 1, it is characterised in that the ballast tank is divided into
Some cabins, load the object more than density of sea water to provide ballast gravity in cabin, make the reduction of overall structure center of gravity.
7. multicolumn spar types floating fan platform according to claim 2, it is characterised in that be in column at Water Plane
Closed in space in be provided with the double-layer clapboard being vertically arranged, to improve column strength.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720588428.1U CN207267525U (en) | 2017-05-24 | 2017-05-24 | Multicolumn spar type floating fan platforms |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720588428.1U CN207267525U (en) | 2017-05-24 | 2017-05-24 | Multicolumn spar type floating fan platforms |
Publications (1)
Publication Number | Publication Date |
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CN207267525U true CN207267525U (en) | 2018-04-24 |
Family
ID=61959738
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201720588428.1U Expired - Fee Related CN207267525U (en) | 2017-05-24 | 2017-05-24 | Multicolumn spar type floating fan platforms |
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CN (1) | CN207267525U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107235125A (en) * | 2017-05-24 | 2017-10-10 | 浙江大学 | A kind of multicolumn spar types floating fan platform |
CN109927857A (en) * | 2019-04-22 | 2019-06-25 | 上海交通大学 | A kind of self-stabilising polystyle offshore floating type wind-powered electricity generation Spar platform |
CN111301623A (en) * | 2020-03-31 | 2020-06-19 | 天津大学 | Wave-absorbing type foundation offshore wind turbine |
-
2017
- 2017-05-24 CN CN201720588428.1U patent/CN207267525U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107235125A (en) * | 2017-05-24 | 2017-10-10 | 浙江大学 | A kind of multicolumn spar types floating fan platform |
CN109927857A (en) * | 2019-04-22 | 2019-06-25 | 上海交通大学 | A kind of self-stabilising polystyle offshore floating type wind-powered electricity generation Spar platform |
CN111301623A (en) * | 2020-03-31 | 2020-06-19 | 天津大学 | Wave-absorbing type foundation offshore wind turbine |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180424 |