CN102733641B - Tower drum foundation ring of wind driven generator - Google Patents
Tower drum foundation ring of wind driven generator Download PDFInfo
- Publication number
- CN102733641B CN102733641B CN201210230385.1A CN201210230385A CN102733641B CN 102733641 B CN102733641 B CN 102733641B CN 201210230385 A CN201210230385 A CN 201210230385A CN 102733641 B CN102733641 B CN 102733641B
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- Prior art keywords
- driven generator
- discharge ring
- annular solid
- wind
- generator tower
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 18
- 239000007787 solid Substances 0.000 claims description 18
- 239000003351 stiffener Substances 0.000 claims description 7
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
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Abstract
The invention relates to a tower drum foundation ring of a wind driven generator, which comprises an annular body, wherein the upper end of the annular body is provided with an upper connecting part connected with the lower end of a generator tower drum, and the lower end of the annular body is provided with a lower bottom plate. The contact area between the foundation ring and the concrete is increased by arranging the radial outer reinforcing plate, the firmness is enhanced, and the tower barrel is more firmly installed.
Description
[technical field]
The present invention relates to a kind of wind-driven generator tower discharge ring, particularly for fixing the discharge ring of wind-driven generator tower.
[background technology]
MW class wind turbine group is supported on height in the air by towering tower cylinder at present, and the discharge ring under tower cylinder bears huge pressure at right angle and side direction moment of flexure.Traditional discharge ring upper end is connected with the bottom of generator tower cylinder by flange, discharge ring top radial aperture is to allow reinforcing bar pass wherein, then be embedded in concrete foundation, because the perforate on discharge ring top has reduced bonding strength, and can produce stress concentration phenomenon at tapping, accelerating structure fatigue.
[summary of the invention]
The object of the invention is to overcome the deficiencies in the prior art, the wind-driven generator tower discharge ring that a kind of bonding strength is high is provided.
In order to address the above problem, the present invention by the following technical solutions:
A kind of wind-driven generator tower discharge ring, comprise annular solid, described annular solid upper end is provided with the upper connecting portion being connected with generator tower cylinder lower end, described annular solid lower end is provided with lower shoe, it is characterized in that: on described annular solid outer wall, be circumferentially with multiple radially external reinforcing plate for cars, described radially external reinforcing plate for car is provided with the hole for wearing reinforcing bar.
A kind of wind-driven generator tower discharge ring as above, is characterized in that: on described annular solid inwall, be circumferentially with the inside stiffener in multiple footpaths.
A kind of wind-driven generator tower discharge ring as above, is characterized in that: the inside stiffener in described footpath is T-shape plate.
A kind of wind-driven generator tower discharge ring as above, is characterized in that: described upper connecting portion is flange, and described radially external reinforcing plate for car is T-shape plate.
Beneficial effect of the present invention has: the inside stiffener of multiple radially external reinforcing plate for cars and footpath is circumferentially set on annular solid, can improve the contact area between discharge ring and concrete, improve its firmness, and on external reinforcing plate for car radially, be provided with hole and pass for reinforcing bar, can not reduce the intensity of annular solid.
[accompanying drawing explanation]
Fig. 1 is the stereogram of the embodiment of the present invention 1;
Fig. 2 is the stereogram of the embodiment of the present invention 2.
[specific embodiment]
Below in conjunction with accompanying drawing and the specific embodiment, the present invention is described in further detail:
As depicted in figs. 1 and 2, a kind of wind-driven generator tower discharge ring, comprise annular solid 1, annular solid 1 upper end is provided with the upper connecting portion 2 being connected with generator tower cylinder lower end, upper connecting portion 2 is flange, the lower shoe 3 that annular solid 1 lower end is provided with, and lower shoe 3 can be in horizontal buried foundation, lower shoe 3 can guarantee the verticality of annular solid 1 like this, and generator tower cylinder is not tilted.On annular solid 1 outer wall, be circumferentially with multiple radially external reinforcing plate for cars 4; radially external reinforcing plate for car 4 is T-shape plate; radially external reinforcing plate for car 4 is provided with the hole 41 for wearing reinforcing bar, when discharge ring is embedded in to concrete, penetrates the bonding strength of guaranteeing discharge ring and concrete foundation in hole 41 by reinforcing bar.In order further to improve the bonding strength of discharge ring and concrete foundation, on annular solid 1 inwall, be circumferentially also provided with the inside stiffener 5 in multiple footpaths, the inside stiffener 5 in footpath is T-shape plate, can further improve discharge ring and concrete contact area, improves firmness.
Claims (4)
1. a wind-driven generator tower discharge ring, comprise annular solid (1), described annular solid (1) upper end is provided with the upper connecting portion (2) being connected with generator tower cylinder lower end, described annular solid (1) lower end is provided with lower shoe (3), it is characterized in that: on described annular solid (1) outer wall, be circumferentially with multiple radially external reinforcing plate for cars (4), described radially external reinforcing plate for car (4) is provided with the hole (41) for wearing reinforcing bar.
2. a kind of wind-driven generator tower discharge ring according to claim 1, is characterized in that: on described annular solid (1) inwall, be circumferentially with the inside stiffeners in multiple footpaths (5).
3. a kind of wind-driven generator tower discharge ring according to claim 2, is characterized in that: the inside stiffener in described footpath (5) is T-shape plate.
4. a kind of wind-driven generator tower discharge ring according to claim 1, is characterized in that: described upper connecting portion (2) is flange, and described radially external reinforcing plate for car (4) is T-shape plate.
Priority Applications (1)
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CN201210230385.1A CN102733641B (en) | 2012-07-04 | 2012-07-04 | Tower drum foundation ring of wind driven generator |
Applications Claiming Priority (1)
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CN201210230385.1A CN102733641B (en) | 2012-07-04 | 2012-07-04 | Tower drum foundation ring of wind driven generator |
Publications (2)
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CN102733641A CN102733641A (en) | 2012-10-17 |
CN102733641B true CN102733641B (en) | 2014-05-28 |
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CN201210230385.1A Active CN102733641B (en) | 2012-07-04 | 2012-07-04 | Tower drum foundation ring of wind driven generator |
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Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102926946A (en) * | 2012-12-05 | 2013-02-13 | 湘电风能有限公司 | Foundation ring of wind generating set |
CN104452797A (en) * | 2014-11-18 | 2015-03-25 | 江苏金海新能源科技有限公司 | Steel cylinder foundation structure and equipment and construction method of steel cylinder foundation structure |
CN104791202A (en) * | 2015-04-17 | 2015-07-22 | 哈尔滨工业大学(威海) | Steel and concrete combined structure wind power tower |
CN104895105B (en) * | 2015-04-30 | 2017-03-01 | 湖南科技大学 | A kind of foundation ring of wind generating set of the good overturn-preventing of stress |
JP6021993B1 (en) * | 2015-05-08 | 2016-11-09 | 日立造船株式会社 | Rigid connection structure of lower end of support and concrete pile |
CN109296503A (en) * | 2018-11-06 | 2019-02-01 | 重庆大学 | A kind of assembled concrete-filled double skin steel tube wind-powered electricity generation combination tower |
CN111794515B (en) * | 2020-07-23 | 2022-04-05 | 江苏博创升降机械有限公司 | Installation and construction method for electric power construction cement telegraph pole |
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CN101476352A (en) * | 2008-12-24 | 2009-07-08 | 华锐风电科技有限公司 | Isolation and sealing technique for pre-embedded foundation ring of wind generator set |
CN201381949Y (en) * | 2009-03-20 | 2010-01-13 | 江阴远景能源科技有限公司 | Foundation ring damping device for MW wind turbine generator system |
CN101798994A (en) * | 2010-02-05 | 2010-08-11 | 国电联合动力技术有限公司 | Tower frame grounding device |
CN201705594U (en) * | 2010-06-22 | 2011-01-12 | 沈阳瑞祥风能设备有限公司 | Foundation reinforcing cage of wind generating set |
CN201916135U (en) * | 2010-12-30 | 2011-08-03 | 李红 | Lower section foundation ring of tower drum of wind driven generator |
WO2011103988A1 (en) * | 2010-02-26 | 2011-09-01 | Ed. Züblin Aktiengesellschaft | Device for transporting and installing an arrangement of an offshore wind turbine comprising a raft foundation and method for transporting and installing such an arrangement having a raft foundation |
CN102518570A (en) * | 2011-12-23 | 2012-06-27 | 中电普瑞张北风电研究检测有限公司 | General wind generation set foundation and method for fixing wind generation set |
CN202731399U (en) * | 2012-07-04 | 2013-02-13 | 广东明阳风电产业集团有限公司 | Novel wind driven generator tower drum foundation ring |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20110061321A1 (en) * | 2006-09-21 | 2011-03-17 | Ahmed Phuly | Fatigue reistant foundation system |
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2012
- 2012-07-04 CN CN201210230385.1A patent/CN102733641B/en active Active
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101476352A (en) * | 2008-12-24 | 2009-07-08 | 华锐风电科技有限公司 | Isolation and sealing technique for pre-embedded foundation ring of wind generator set |
CN201381949Y (en) * | 2009-03-20 | 2010-01-13 | 江阴远景能源科技有限公司 | Foundation ring damping device for MW wind turbine generator system |
CN101798994A (en) * | 2010-02-05 | 2010-08-11 | 国电联合动力技术有限公司 | Tower frame grounding device |
WO2011103988A1 (en) * | 2010-02-26 | 2011-09-01 | Ed. Züblin Aktiengesellschaft | Device for transporting and installing an arrangement of an offshore wind turbine comprising a raft foundation and method for transporting and installing such an arrangement having a raft foundation |
CN201705594U (en) * | 2010-06-22 | 2011-01-12 | 沈阳瑞祥风能设备有限公司 | Foundation reinforcing cage of wind generating set |
CN201916135U (en) * | 2010-12-30 | 2011-08-03 | 李红 | Lower section foundation ring of tower drum of wind driven generator |
CN102518570A (en) * | 2011-12-23 | 2012-06-27 | 中电普瑞张北风电研究检测有限公司 | General wind generation set foundation and method for fixing wind generation set |
CN202731399U (en) * | 2012-07-04 | 2013-02-13 | 广东明阳风电产业集团有限公司 | Novel wind driven generator tower drum foundation ring |
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CN102733641A (en) | 2012-10-17 |
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Address after: 528437 Torch Road, Torch Development Zone, Guangdong, Zhongshan, No. 22 Patentee after: Ming Yang wisdom Energy Group AG Address before: 528400 Torch Industrial Zone 22, Ming Yang Industrial Zone, Torch Development Zone, Zhongshan, Guangdong Patentee before: Guangdong Mingyang Wind Power Group Co., Ltd. |