CN205276309U - Anti ice tension leg wind turbine foundation of floating - Google Patents
Anti ice tension leg wind turbine foundation of floating Download PDFInfo
- Publication number
- CN205276309U CN205276309U CN201521108884.9U CN201521108884U CN205276309U CN 205276309 U CN205276309 U CN 205276309U CN 201521108884 U CN201521108884 U CN 201521108884U CN 205276309 U CN205276309 U CN 205276309U
- Authority
- CN
- China
- Prior art keywords
- negative pressure
- tension leg
- hollow column
- ice
- blower foundation
- 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.)
- Active
Links
Landscapes
- Structures Of Non-Positive Displacement Pumps (AREA)
- Wind Motors (AREA)
Abstract
The utility model discloses an anti ice tension leg wind turbine foundation of floating, the tension anchor rope of connecting including the at least three negative pressure drum of the upper brace that is used for bearing a tower section of thick bamboo and fan blade, three at least hollow pillar that are fixed in upper brace bottom, the seabed mud face of impressing, with hollow pillar and negative pressure drum, last the opening of negative pressure drum is taken out / the water injection hole, hollow pillar is positive back taper, and hollow pillar's elevation is located the sea level all the time. The utility model relates to a hollow pillar of positive back taper has improved wind turbine foundation's anti ice performance greatly. And change the negative pressure drum of cylinder form into the rotary -table structure, providing the use amount that reduces the material under the condition of equal negative pressure, reduce project cost. Be particularly useful for the deep sea, and have the region of higher anti ice requirement.
Description
Technical field
This utility model relates to a kind of floating anti-ice tension leg blower foundation, is particularly well-suited to ice formation, deep-sea.
Background technology
Tradition floating tension leg blower foundation generally comprises for carrying the upper brace of tower and fan blade, cylinder type hollow column, cylindrical negative pressure cylinder, tension force anchor cable.
In this structure, its pressure is perpendicular to column outer wall, anti-ice poor performance by static state that cylindrical column is subject to or dynamically floating ice, and blower foundation is operationally unstable, greatly limit the probability of its at sea floating ice area applications.
Being additionally, since tension leg blower foundation relies on the hydraulic pressure that negative pressure cylinder is formed to realize stablizing of blower foundation, and hydraulic pressure depends on the degree of depth and the hydraulic pressure effective active area in marine site, negative pressure cylinder place. Cylindrical negative pressure cylinder is not optimized structure, manufactures cylindrical negative pressure cylinder and often results in the waste of material, and construction costs is high.
Technical term is explained as follows:
Positive inverted cone: the technical term of this area, by docking the wide structure narrow, middle of two ends up and down formed bottom two Rotary-tables.
Utility model content
For the problems referred to above, it is effective that this utility model aims to provide a kind of anti-ice, is applied to the more economical applicable floating tension leg blower foundation in ice formation, deep-sea.
This utility model solves the technical scheme of problem: a kind of floating anti-ice tension leg blower foundation, including the upper brace for carrying tower and fan blade, it is fixed at least three hollow columns bottom upper brace, at least three negative pressure cylinder in press-in mud face, seabed, the tension force anchor cable that hollow column and negative pressure cylinder connected, described negative pressure cylinder has and takes out/water injection hole, described hollow column is positive inverted cone, and the elevation of hollow column is always positioned on sea level.
In such scheme, traditional cylinder type hollow column is set to positive inverted conical shape, and owing to hollow column changes along with water level rises and falls, the elevation of floating ice position depends on sea level elevation, now the column of positive inverted conical shape fluctuates up and down with water level, forms floating type ice resistant structure. When static or dynamic floating ice aligns inverted cone column applying pressure, its planform itself can by vertical pressure initiation component, it is achieved anti-ice effect.
In order to ensure stability during blower fan normal operation, many hollow column cloth postpone, and the centre of buoyancy of its structure is positioned on tower axis.
Further, it is connected by support bar between described hollow column, carries out structural strengthening, to ensure the stability of substructure.
Further, described hollow column is bundled with controlling the balancing weight of column ballast. Make column elevation be always positioned on sea level by controlling the ballast of column, anti-ice effect can be realized by the column of positive inverted cone when sea freezes.
Further, described negative pressure cylinder is hollow Rotary-table structure. Negative pressure cylinder relies on deadweight to sink to seabed, after sinking to mud face certain depth, by water pump and air pump by the formation negative pressure that is evacuated in cylinder, negative pressure cylinder is securely seated between sea bed. When needing to remove or shift, it is possible to from taking out/water injection hole water filling, form malleation and then negative pressure cylinder is extracted, achieving the recycling of resource with only small cost.
Preferably, described hollow column is provided with three, arranges in equilateral triangle.
Preferably, described negative pressure cylinder is provided with three, arranges in equilateral triangle.
Of the present utility model it has the advantages that:
1. design the hollow column of positive inverted cone, substantially increase the anti-ice performance of blower foundation.
2., owing to tension leg blower foundation relies on the hydraulic pressure that negative pressure cylinder is formed to realize stablizing of blower foundation, hydraulic pressure depends on the degree of depth and the hydraulic pressure effective active area in marine site, negative pressure cylinder place. The negative pressure cylinder of cylinder form is changed into the Rotary-table structure that upper end is little, lower end is big, reduces the consumption that makes of material when providing equal negative pressure, reduce construction costs. And can be easily achieved blower fan displacement or remove.
3. this blower foundation is particularly suited for deep-sea, and has the region that higher anti-ice requires. Floating blower foundation avoids at deep-sea pile sinking, makes blower foundation safety and economy all be improved.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Fig. 1 is the section of structure of this utility model blower foundation.
Fig. 2 is hollow column horizontal layout top view.
Fig. 3 is negative pressure cylinder horizontal layout top view.
In figure: 1-fan blade, 2-tower, 3-upper brace, 4-hollow column, 5-support bar, 6-tension force anchor cable, 7-negative pressure cylinder.
Detailed description of the invention
As shown in Figures 1 to 3, a kind of floating anti-ice tension leg blower foundation, including the upper brace 3 for carrying tower 2 and fan blade 1, is fixed on three hollow columns 4 bottom upper brace 3, three negative pressure cylinders 7 in press-in mud face, seabed, the tension force anchor cable 6 that hollow column 4 and negative pressure cylinder 7 connected.
Described negative pressure cylinder 7 is hollow Rotary-table structure. Negative pressure cylinder 7 has and takes out/water injection hole.
Described hollow column 4 is positive inverted cone, and upper and lower two ends width narrow, middle, the elevation of hollow column 4 is always positioned on sea level.
Described hollow column 4 and negative pressure cylinder 7 are all arranged in equilateral triangle.
It is connected by support bar 5 between hollow column 4. Hollow column 4 cloth postpones, and the centre of buoyancy of its structure is positioned on tower 2 axis.
Described hollow column 4 is bundled with controlling the balancing weight of column ballast.
Claims (7)
1. a floating anti-ice tension leg blower foundation, including the upper brace for carrying tower and fan blade, it is fixed at least three hollow columns bottom upper brace, at least three negative pressure cylinder in press-in mud face, seabed, the tension force anchor cable that hollow column and negative pressure cylinder connected, described negative pressure cylinder has and takes out/water injection hole, it is characterized in that: described hollow column is positive inverted cone, and the elevation of hollow column is always positioned on sea level.
2. floating anti-ice tension leg blower foundation according to claim 1, it is characterised in that: many hollow column cloth postpone, and the centre of buoyancy of its structure is positioned on tower axis.
3. floating anti-ice tension leg blower foundation according to claim 2, it is characterised in that: it is connected by support bar between described hollow column.
4. floating anti-ice tension leg blower foundation according to claim 1, it is characterised in that: described hollow column is bundled with controlling the balancing weight of column ballast.
5. floating anti-ice tension leg blower foundation according to claim 1, it is characterised in that: described negative pressure cylinder is hollow Rotary-table structure.
6. the floating anti-ice tension leg blower foundation according to any one of claim 2��5, it is characterised in that: described hollow column is provided with three, arranges in equilateral triangle.
7. the floating anti-ice tension leg blower foundation according to any one of Claims 1 to 5, it is characterised in that: described negative pressure cylinder is provided with three, arranges in equilateral triangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521108884.9U CN205276309U (en) | 2015-12-29 | 2015-12-29 | Anti ice tension leg wind turbine foundation of floating |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521108884.9U CN205276309U (en) | 2015-12-29 | 2015-12-29 | Anti ice tension leg wind turbine foundation of floating |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205276309U true CN205276309U (en) | 2016-06-01 |
Family
ID=56060893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521108884.9U Active CN205276309U (en) | 2015-12-29 | 2015-12-29 | Anti ice tension leg wind turbine foundation of floating |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205276309U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777838A (en) * | 2019-11-29 | 2020-02-11 | 中交第三航务工程局有限公司 | Anti-ice cone structure for offshore wind power foundation and construction method |
| CN112323844A (en) * | 2020-10-15 | 2021-02-05 | 长江三峡集团福建能源投资有限公司 | Cylindrical offshore wind generating set foundation structure and construction method thereof |
-
2015
- 2015-12-29 CN CN201521108884.9U patent/CN205276309U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777838A (en) * | 2019-11-29 | 2020-02-11 | 中交第三航务工程局有限公司 | Anti-ice cone structure for offshore wind power foundation and construction method |
| CN112323844A (en) * | 2020-10-15 | 2021-02-05 | 长江三峡集团福建能源投资有限公司 | Cylindrical offshore wind generating set foundation structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103132521B (en) | Undersea suction anchor | |
| CN101545462B (en) | A steel-concrete combined weight type offshore wind fan foundation structure | |
| CN204940320U (en) | A kind of taper Blade fence | |
| CN104627331B (en) | A kind of wind-power electricity generation buoyant foundation | |
| CN110984214A (en) | Offshore wind power single pile-wing plate-rockfill composite foundation and construction method thereof | |
| CN102400469A (en) | Secant pile drum type foundation and construction method thereof | |
| CN109736343B (en) | Offshore wind power foundation, installation method thereof and wind generating set | |
| CN205276309U (en) | Anti ice tension leg wind turbine foundation of floating | |
| CN106381881A (en) | Gravity-type single-pile foundation | |
| CN105297764B (en) | Marine wind electric field fan single-pile foundation and its construction method | |
| CN113323009A (en) | Inclined strut offshore wind power single pile foundation with damping sleeve and construction method | |
| CN105862906A (en) | Offshore wind power plant draught fan single pile foundation and construction method | |
| CN203701123U (en) | Shallow sea varying diameter single pile foundation | |
| CN103741711B (en) | Height bung double-walled suction bucket | |
| CN204803913U (en) | Take raft board combined type marine wind power fan single pile basis | |
| CN106592619A (en) | Suction type caisson foundation with cross plates | |
| WO2019100491A1 (en) | Buoyant tower platform | |
| CN202247927U (en) | Barrel-shaped foundation with occlusive piles | |
| CN205276234U (en) | Structure that opens ice of high pile platform | |
| CN203005696U (en) | Gravity anchor | |
| KR101384167B1 (en) | single complex hybrid foundation type offshore wind tower | |
| CN103174150A (en) | Gravity type foundation sinking device and application method thereof | |
| CN202530448U (en) | Large-diameter cross section-variable special-shape resistance-increase steel pipe pile system | |
| CN105804111B (en) | A kind of Length discrepancy leg offshore wind farm jacket basis and its construction method | |
| CN108560577A (en) | Ocean wind-powered electricity generation stake bucket composite foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |