CN207062971U - High-power offshore wind turbine single-pile foundation integrated form agent structure stopping means - Google Patents
High-power offshore wind turbine single-pile foundation integrated form agent structure stopping means Download PDFInfo
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- CN207062971U CN207062971U CN201720799573.4U CN201720799573U CN207062971U CN 207062971 U CN207062971 U CN 207062971U CN 201720799573 U CN201720799573 U CN 201720799573U CN 207062971 U CN207062971 U CN 207062971U
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- collar tie
- fixed
- tie beam
- stopping means
- sacrificial anode
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Abstract
The utility model discloses high-power offshore wind turbine single-pile foundation integrated form agent structure stopping means, collar tie beam, sacrificial anode, collar tie beam connecting pole and inverted U-shaped stopping means are fixed including upper collar tie beam, lower ring beam, sacrificial anode, the upper collar tie beam and lower ring beam are welded and fixed by collar tie beam connecting pole, the sacrificial anode is fixed on lower ring beam and sacrificial anode is fixed between collar tie beam, the lower ring beam and sacrificial anode are fixed collar tie beam and are welded and fixed by several columns, and the inverted U-shaped stopping means is welded and fixed with lower ring beam bottom surface.The limit device structure is simple, stably, be easy to make, integrated form design is formed with other outfititems simultaneously, conducted oneself with dignity by integrated form agent structure by inverted U-shaped stopping means pressure-bearing on the upper bracket of single-pile foundation main body, it is spacing so as to reach fixation, prevent wind power generating set single-pile foundation integrated form agent structure from being rotated in the presence of external force around single-pile foundation.
Description
Technical field
Stopping means is the utility model is related to, specifically a kind of high-power offshore wind turbine single-pile foundation integrated form
Agent structure stopping means.
Background technology
The existing very long history of utilization of wind energy, in the case where petroleum resources are increasingly in short supply, various countries are by eye
The huge marine site of wind resource is invested, therefore, in recent years, Oversea wind power generation is as reproducible clean energy resource by the world
The great attention of national governments, energy circle and environmental protection sector.But during wind-power electricity generation, wind power generating set single-pile foundation
Integrated form agent structure is located on single-pile foundation, and single-pile foundation can be surrounded in the presence of external force and is rotated, it is impossible to effectively fixed, shadow
Ring the normal work of other equipment.
Utility model content
To solve the above problems, the utility model provides a kind of high-power offshore wind turbine single-pile foundation integrated form
Agent structure stopping means, can effectively fix spacing, and be easy to make.
The technical solution adopted in the utility model is：High-power offshore wind turbine single-pile foundation integrated form body junction
Structure stopping means, including upper collar tie beam, lower ring beam, sacrificial anode fix collar tie beam, sacrificial anode, collar tie beam connecting pole and inverted U-shaped spacing
Device, the upper collar tie beam and lower ring beam are welded and fixed by collar tie beam connecting pole, and the sacrificial anode is fixed on lower ring beam and sacrifice
Anode is fixed between collar tie beam, and the lower ring beam and sacrificial anode are fixed collar tie beam and be welded and fixed by several columns, described inverted U-shaped
Stopping means is welded and fixed with lower ring beam bottom surface.
The inverted U-shaped stopping means is inverted U-shaped steel plate.
The beneficial effects of the utility model are：The utility model limit device structure is simple, stably, be easy to make, simultaneously
Integrated form design is formed with other outfititems, is conducted oneself with dignity by integrated form agent structure by inverted U-shaped stopping means pressure-bearing in single pile base
It is spacing so as to reach fixation on the upper bracket of plinth main body, prevent wind power generating set single-pile foundation integrated form agent structure outside
Rotated in the presence of power around single-pile foundation.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Wherein：1st, upper collar tie beam, 2, collar tie beam connecting pole, 3, lower ring beam, 4, sacrificial anode, 5, inverted U-shaped steel plate, 6, sacrificial anode
Fixed collar tie beam, 7, column.
Embodiment
In order to deepen to understanding of the present utility model, the utility model is made below in conjunction with embodiment and accompanying drawing further
It is described in detail, the embodiment is only used for explaining the utility model, does not form the restriction to the scope of protection of the utility model.
As shown in figure 1, high-power offshore wind turbine single-pile foundation integrated form agent structure stopping means, including it is upper
Collar tie beam 1, lower ring beam 3, sacrificial anode fix collar tie beam 6, sacrificial anode 4, collar tie beam connecting pole 2 and inverted U-shaped steel plate 5, and upper collar tie beam 1 is with
Collar tie beam 3 is welded and fixed by collar tie beam connecting pole 2, and sacrificial anode 4 is fixed on lower ring beam 3 and sacrificial anode is fixed between collar tie beam 6, under
Collar tie beam 3 and sacrificial anode are fixed collar tie beam 6 and are welded and fixed by several columns 7, and the bottom surface of inverted U-shaped steel plate 5 and lower ring beam 3 is welded
It is fixed.
Claims (2)
1. high-power offshore wind turbine single-pile foundation integrated form agent structure stopping means, it is characterised in that including upper
Collar tie beam, lower ring beam, sacrificial anode fix collar tie beam, sacrificial anode, collar tie beam connecting pole and inverted U-shaped stopping means, the upper collar tie beam and
Lower ring beam is welded and fixed by collar tie beam connecting pole, and the sacrificial anode is fixed on lower ring beam and sacrificial anode is fixed between collar tie beam,
The lower ring beam and sacrificial anode are fixed collar tie beam and are welded and fixed by several columns, the inverted U-shaped stopping means and lower ring beam
Bottom surface is welded and fixed.
2. the spacing dress of high-power offshore wind turbine single-pile foundation integrated form agent structure according to claim 1
Put, it is characterised in that the inverted U-shaped stopping means is inverted U-shaped steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720799573.4U CN207062971U (en) | 2017-07-04 | 2017-07-04 | High-power offshore wind turbine single-pile foundation integrated form agent structure stopping means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720799573.4U CN207062971U (en) | 2017-07-04 | 2017-07-04 | High-power offshore wind turbine single-pile foundation integrated form agent structure stopping means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207062971U true CN207062971U (en) | 2018-03-02 |
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ID=61507887
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720799573.4U Active CN207062971U (en) | 2017-07-04 | 2017-07-04 | High-power offshore wind turbine single-pile foundation integrated form agent structure stopping means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207062971U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842809A (en) * | 2018-07-17 | 2018-11-20 | 华电重工股份有限公司 | A kind of fixation device of sacrificial anode and single-pile foundation |
| CN113718836A (en) * | 2021-09-16 | 2021-11-30 | 中国华能集团清洁能源技术研究院有限公司 | Offshore wind power foundation with anti-corrosion function |
-
2017
- 2017-07-04 CN CN201720799573.4U patent/CN207062971U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842809A (en) * | 2018-07-17 | 2018-11-20 | 华电重工股份有限公司 | A kind of fixation device of sacrificial anode and single-pile foundation |
| CN113718836A (en) * | 2021-09-16 | 2021-11-30 | 中国华能集团清洁能源技术研究院有限公司 | Offshore wind power foundation with anti-corrosion function |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 226400 north side of Jinshajiang Road and east side of Jinggangshan Road, Rudong Economic Development Zone, Nantong City, Jiangsu Province Patentee after: Jiangsu Haili Wind Power Equipment Technology Co., Ltd. Address before: 226400 north side of Jialing River Road, Rudong Economic Development Zone, Nantong, Jiangsu Patentee before: Jiangsu Haili Power Equipment Technology Co.,Ltd. |