CN201526424U - Single pile type foundation structure of offshore wind driven generator - Google Patents
Single pile type foundation structure of offshore wind driven generator Download PDFInfo
- Publication number
- CN201526424U CN201526424U CN2009201975179U CN200920197517U CN201526424U CN 201526424 U CN201526424 U CN 201526424U CN 2009201975179 U CN2009201975179 U CN 2009201975179U CN 200920197517 U CN200920197517 U CN 200920197517U CN 201526424 U CN201526424 U CN 201526424U
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- China
- Prior art keywords
- offshore wind
- connecting cylinder
- single pile
- steel pipe
- wind generating
- 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.)
- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 241000282326 Felis catus Species 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 10
- 239000002689 soil Substances 0.000 abstract description 3
- 230000005611 electricity Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000000630 rising Effects 0.000 description 2
- 206010002855 Anxiety Diseases 0.000 description 1
- 206010057666 Anxiety disease Diseases 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 210000004080 Milk Anatomy 0.000 description 1
- 241000220317 Rosa Species 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 231100000078 corrosive Toxicity 0.000 description 1
- 231100001010 corrosive Toxicity 0.000 description 1
- 230000005684 electric field Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Classifications
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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
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
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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
- Y02E10/70—Wind energy
- Y02E10/727—Offshore wind turbines
Abstract
The utility model relates to a foundation structure of a single pile type offshore wind driven generator. The utility model aims at providing a foundation structure of a single pile type offshore wind driven generator, which can be applicable to offshore area, is applicable to soft soil foundation and areas being easy to be washed, and can effectively resist the corrosivity of seawater, is applicable to single-machine unit being 0.75-5MW, and has cheap cost, reliability, and convenient construction. The technical scheme for solving the problems is as follows: for the foundation structure of the single pile type offshore wind driven generator, the lower end of the foundation structure is provided with a single large-diameter steel tube pile fixed with the offshore wind driven generation foundation, the upper end of the steel tube pile is fixed with the lower end of a connecting cylinder by grouting, and the upper end of the connecting cylinder is connected with a stepped drum by a flange. The foundation structure of the single pile type offshore wind driven generator can be used for offshore wind power plant engineering.
Description
Technical field
The utility model relates to a kind of single pile formula offshore wind generating fondational structure, is applicable to Oversea wind power generation field engineering.
Background technique
In China, the wind-power electricity generation industry is an emerging industry.Last century, the eighties rose, and China's introduction of foreign technology is Construction of Wind farm at home progressively, after 2000, because country encourages the development and utilization to renewable energy sources, domestic wind-power electricity generation industry was developed rapidly.
Up to the present, China in the Inner Mongol, Xinjiang, Hebei and the coastal region in east China built up large quantities of land wind energy turbine set.But extensive development along with the wind-powered electricity generation industry, the land resources anxiety, day by day manifest with the problem such as shield of giving of local other industries, and China has very long shore line, its marine zone is contained abundant wind energy resources, in recent years, offshore wind farm is developed fast.
Because the particularity of marine physical environment, common land construction plant and method of construction can not be used, and the wind driven generator base structure of land routine can not be used for the sea.Be used for marine wind driven generator base and will solve a series of problems such as anti-tidewater, soft foundation, corrosion protection, lack the construction experiences of marine wind electric field at present, still do not find the fondational structure processing form of a kind of cheapness, reliable, easy construction.
The model utility content
The technical problems to be solved in the utility model is: provide a kind of and can be applicable to marine greater coasting area, be applicable to soft soil foundation and the zone that is subject to wash away, can effectively resist corrosive properly, be applicable to that single-machine capacity is 0.75～5MW, and offshore wind generating fondational structure cheap, reliable, easy construction.
The technological scheme that the utility model adopted is: single pile formula offshore wind generating fondational structure, this fondational structure has lower end and the fixing single large diameter steel pipe pile of offshore wind generating basic foundation, the steel pipe pile upper end is fixed by grouting and connecting cylinder lower end, and the connecting cylinder upper end is connected with the tower tube by flange.
Described large diameter steel pipe pile inside is equipped with the adjusting bolt of leveling connecting cylinder; The large diameter steel pipe pile external diameter is 3000～6000mm, and wall thickness is 24～80mm.
Described connecting cylinder external diameter is 2700～6300mm, and wall thickness is 24～80mm, rises floor height in extreme high water mark, and inside is equipped with the blower fan inner platform, and the outside is equipped with the blower fan outer platform.
Be provided with cat ladder from foundation surface to the blower fan outer platform in the outside of steel pipe pile and connecting cylinder.
The beneficial effects of the utility model are: (1) this fondational structure adopts single large diameter steel pipe pile foundation, easy construction, and the engineering time is short, only needs a heavy pile, and required construction equipment, operating expenses are few; (2) adopt single large diameter steel pipe pile foundation, material economy, cost is low, relative three formulas or many formula steel structure bases, material economy is obvious; (3) single large diameter pile structure section is little, can reduce the effect of unrestrained pressure and ocean current to greatest extent, can be applicable to the variable domain of sea bed and the zone that is subject to wash away well;
(4) adopt connecting cylinder to link to each other with large diameter steel pipe pile, accurately leveling of connecting cylinder has solved the demanding problem of tower tube installation precision; (5) adopt grouting to be connected between steel pipe pile and linkage section, easy construction, and can adapt to the site operation error; (6) floor height of rising of connecting cylinder designs in extreme high water mark, prevents that effectively seawater from entering in the tower tube and wind turbine equipment is produced corrosion.
Description of drawings
Fig. 1 is the utility model embodiment's a plan view.
Fig. 2 is the utility model embodiment's a plan view.
Embodiment
As shown in Figure 1 and Figure 2, it is 3000～6000mm that the described fondational structure of present embodiment adopts single external diameter, and wall thickness is the large diameter steel pipe pile 1 of 24～80mm.Ground is inserted in the steel pipe pile lower end, with deep layer preferably soil layer be supporting course, the long need of stake decide according to the size of the residing geological condition of wind driven generator base, wind-powered electricity generation unit, steel pipe pile is at the whole processing and fabricating of factory, transports to and driven piles by floating pile driver after on-the-spot.
It is 2700～6300mm that described fondational structure adopts external diameter, and wall thickness is the connecting cylinder 2 of 24～80mm.The connecting cylinder lower end is connected by grouting with steel pipe pile, and the upper end is connected by flange with wind power generating set tower tube, and the connecting cylinder diameter can be big or slightly little slightly than steel pipe pile.The layer of rising of connecting cylinder requires to be higher than extreme high water mark, prevents that seawater from entering in the tower tube 7 and wind turbine equipment is produced corrosion.Connecting cylinder is transported to on-the-spot back and is lifted in the steel pipe pile with the connecting cylinder that loop wheel machine will have blower fan inner platform 5 at the whole processing and fabricating of factory, with being installed in the interior adjusting bolt 8 of steel pipe pile with the connecting cylinder leveling.
Described connecting cylinder and steel pipe pile 3 are connected by being in the milk, after connecting cylinder inserts the interior also leveling of steel pipe pile, the gap perfusion grouting material of between, grouting material is firm being bonded in together of steel pipe pile and connecting cylinder after solidifying, just can connect tower tube 7 by flange in the connecting cylinder upper end, at the outside blower fan outer platform 6 of installing of connecting cylinder.
Described blower fan outer platform 6 is equipped with a cat ladder 4 that is fixed in the offshore wind generating basic foundation, is convenient to maintenance of fan operation phase and maintenance.Cat ladder 4, blower fan inner platform 5 and blower fan outer platform 6 can be at factory's integral manufacturings, the on-the-spot installation.
Claims (7)
1. single pile formula offshore wind generating fondational structure, it is characterized in that: this fondational structure has lower end and the fixing single large diameter steel pipe pile (1) of offshore wind generating basic foundation, steel pipe pile (1) upper end is fixed by grouting (3) and connecting cylinder (2) lower end, and this connecting cylinder upper end is connected with tower tube (7) by flange.
2. single pile formula offshore wind generating fondational structure according to claim 1 is characterized in that: described steel pipe pile (1) inside is equipped with the adjusting bolt (8) of leveling connecting cylinder.
3. single pile formula offshore wind generating fondational structure according to claim 1 and 2 is characterized in that: described large diameter steel pipe pile (1) external diameter is 3000～6000mm, and wall thickness is 24～80mm.
4. single pile formula offshore wind generating fondational structure according to claim 1 and 2 is characterized in that: described connecting cylinder (2) external diameter is 2700～6300mm, and wall thickness is 24～80mm.
5. single pile formula offshore wind generating fondational structure according to claim 4 is characterized in that: described connecting cylinder (2) rise floor height in extreme high water mark.
6. single pile formula offshore wind generating fondational structure according to claim 5 is characterized in that: described connecting cylinder (2) inside is equipped with blower fan inner platform (5), and the outside is equipped with blower fan outer platform (6).
7. single pile formula offshore wind generating fondational structure according to claim 6 is characterized in that: be provided with the cat ladder (4) from foundation surface to blower fan outer platform (6) in the outside of steel pipe pile (1) and connecting cylinder (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201975179U CN201526424U (en) | 2009-09-25 | 2009-09-25 | Single pile type foundation structure of offshore wind driven generator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201975179U CN201526424U (en) | 2009-09-25 | 2009-09-25 | Single pile type foundation structure of offshore wind driven generator |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201526424U true CN201526424U (en) | 2010-07-14 |
Family
ID=42517712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201975179U Expired - Fee Related CN201526424U (en) | 2009-09-25 | 2009-09-25 | Single pile type foundation structure of offshore wind driven generator |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201526424U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720645A (en) * | 2012-05-31 | 2012-10-10 | 广东明阳风电产业集团有限公司 | Tower of offshore wind turbine generator |
| CN102777334A (en) * | 2012-07-21 | 2012-11-14 | 广东明阳风电产业集团有限公司 | Wind generating set leveling device |
| CN103277258A (en) * | 2013-06-21 | 2013-09-04 | 国电联合动力技术有限公司 | Rooting device of tower bottom platform of offshore type wind turbine generator system and application of rooting device |
| WO2014037824A1 (en) * | 2012-09-05 | 2014-03-13 | Uab "Hidrosfera" | Gravity-based elevated hydro-technical structure |
| CN103711653A (en) * | 2013-12-23 | 2014-04-09 | 江苏海力风电设备科技有限公司 | High-power external electric appliance assembly working platform of offshore wind turbine generator system tower |
| CN103939292A (en) * | 2014-05-09 | 2014-07-23 | 杜慧峰 | High-efficiency wind power generation device |
| CN105317054A (en) * | 2015-07-22 | 2016-02-10 | 龙源（北京）风电工程设计咨询有限公司 | Draught fan foundation structure with single pile of transition sections and construction method |
| CN105350560A (en) * | 2015-09-30 | 2016-02-24 | 天津大学 | Marine wind-finding radar foundation structure and installation method thereof |
| CN110080272A (en) * | 2019-04-25 | 2019-08-02 | 上海交通大学 | Offshore wind farm single-pile foundation and offshore wind farm device suitable for greater coasting area |
-
2009
- 2009-09-25 CN CN2009201975179U patent/CN201526424U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720645A (en) * | 2012-05-31 | 2012-10-10 | 广东明阳风电产业集团有限公司 | Tower of offshore wind turbine generator |
| CN102777334A (en) * | 2012-07-21 | 2012-11-14 | 广东明阳风电产业集团有限公司 | Wind generating set leveling device |
| WO2014037824A1 (en) * | 2012-09-05 | 2014-03-13 | Uab "Hidrosfera" | Gravity-based elevated hydro-technical structure |
| CN103277258A (en) * | 2013-06-21 | 2013-09-04 | 国电联合动力技术有限公司 | Rooting device of tower bottom platform of offshore type wind turbine generator system and application of rooting device |
| CN103277258B (en) * | 2013-06-21 | 2015-10-28 | 国电联合动力技术有限公司 | Platform at the bottom of a kind of naval counterpart tower of wind generating set is taken root device and application thereof |
| CN103711653A (en) * | 2013-12-23 | 2014-04-09 | 江苏海力风电设备科技有限公司 | High-power external electric appliance assembly working platform of offshore wind turbine generator system tower |
| CN103939292A (en) * | 2014-05-09 | 2014-07-23 | 杜慧峰 | High-efficiency wind power generation device |
| CN105317054A (en) * | 2015-07-22 | 2016-02-10 | 龙源（北京）风电工程设计咨询有限公司 | Draught fan foundation structure with single pile of transition sections and construction method |
| CN105350560A (en) * | 2015-09-30 | 2016-02-24 | 天津大学 | Marine wind-finding radar foundation structure and installation method thereof |
| CN110080272A (en) * | 2019-04-25 | 2019-08-02 | 上海交通大学 | Offshore wind farm single-pile foundation and offshore wind farm device suitable for greater coasting area |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20100714 Termination date: 20180925 |