CN102878029A - Connection structure for stepped drum and jacket of offshore wind power equipment - Google Patents

Connection structure for stepped drum and jacket of offshore wind power equipment Download PDF

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Publication number
CN102878029A
CN102878029A CN2012103626785A CN201210362678A CN102878029A CN 102878029 A CN102878029 A CN 102878029A CN 2012103626785 A CN2012103626785 A CN 2012103626785A CN 201210362678 A CN201210362678 A CN 201210362678A CN 102878029 A CN102878029 A CN 102878029A
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CN
China
Prior art keywords
jacket
tilt prop
wind power
power equipment
offshore wind
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CN2012103626785A
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Chinese (zh)
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CN102878029B (en
Inventor
傅强
朱荣华
董鹏
张美阳
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MingYang Smart Energy Group Co Ltd
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Guangdong Mingyang Wind Power Group Co Ltd
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Application filed by Guangdong Mingyang Wind Power Group Co Ltd filed Critical Guangdong Mingyang Wind Power Group Co Ltd
Priority to CN201210362678.5A priority Critical patent/CN102878029B/en
Publication of CN102878029A publication Critical patent/CN102878029A/en
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Publication of CN102878029B publication Critical patent/CN102878029B/en
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/727Offshore wind turbines

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Abstract

The invention discloses a connection structure for a stepped drum and a jacket of offshore wind power equipment. The connection structure mainly comprises a central base element, inclined strut plates and toggle plates. The ger-type connection structure further comprises lateral support plates; arc plates or tapered plates are arranged on the circumference of a central base pipe which is connected with the stepped drum, and serve as the inclined strut plates; and a toggle plate connected with the central base pipe is arranged at the joint of each two adjacent inclined strut plates. The connection structure is reliable in connection and favorable in fatigue resistance.

Description

A kind of for the tower cylinder of offshore wind power equipment and the linkage structure of jacket
[technical field]
The present invention relates to a kind of linkage structure, especially a kind of for the tower cylinder of offshore wind power equipment and the linkage structure of jacket
[background technique]
In order to satisfy the development and use of wind energy on the sea, the especially development and use of deep-sea wind field.Powerful wind-driven generator becomes development trend, its impeller diameter is large, the tower cylinder is high, wind-driven generator weight is large, consider that wind-driven generator need to be arranged on the geographic area of high wind, the structure that the tower cylinder of wind-driven generator is connected with the jacket basis must be enough firm, to resist the power that acts under normal and the extreme operating condition on the wind-driven generator; Especially need the reliability that guarantees that the tower cylinder is connected with the jacket linkage section.
In the wind-driven generator normal operation, towering tower cylinder bottom produces larger dynamic load, its amplitude is much larger than the dynamic load of wave to this structure generation, therefore need emphasis to consider its fatigue problem in this structural design, make being designed to for Focal point and difficult point of wind-driven generator tower and jacket foundation connection structure, the present invention namely proposes for this Study on Problems.
[summary of the invention]
For solving the problems of the technologies described above, the invention provides a kind of novel tower cylinder that is used for offshore wind power equipment and the linkage structure of jacket, mainly comprise the central seat member, tilt prop and bracket in yurt type linkage structure, also comprise the lateral bolster fagging.Have and connect reliably the characteristics of good anti-fatigue performance.
Described central seat and tower cylinder link to each other and put and the tilt prop that is connected with platform surface is connected to jacket pylon section by its circumferential hoop winding.The central seat pipe that is connected with the tower cylinder circumferentially adopts cambered plate or conical plate as tilt prop, is provided with in adjacent tilt prop jointing place with central seat to be connected the bracket that is connected with jacket platform.The bottom of described bracket is connected with platform surface, increase the area of contact that power is transmitted between tower cylinder and the platform, has reduced that stress is concentrated and the generation of focus stress phenomena.
In yurt type linkage structure, described tilt prop is cambered plate, described tilt prop bottom is connected on the jacket platform by the lateral bolster fagging, and described tilt prop is connected around the central seat pipe with the lateral bolster fagging and is the yurt type, and described lateral bolster fagging has been strengthened tilt prop and is connected connection with platform.
In the pyramid linkage structure, described tilt prop is conical plate, and described tilt prop connects around the central seat pipe and is pyramid, and this structure has increased the connection area of tilt prop and platform and central seat pipe, suffered external force is evenly distributed, and the phenomenon of having avoided stress to concentrate produces.
Be connected with cross one another hound between the described two adjacent supporting foots, increase the stability of jacket.
The separate space that described tilt prop and bracket can form is used for arranging electromechanical equipment, and attendant's the place of temporarily being stationed.
Bracket is born a part and is passed to the load of platform from the tower cylinder, increases bracket is set, and can suitably reduce the thickness of tilt prop, alleviates the overall weight of structure.Bracket quantity arranges according to the practice of construction situation, is included as 3,4,6, perhaps other quantity that arrange according to institute's connecting duct frame.
The present invention is a kind of for the tower cylinder of offshore wind power equipment and the linkage structure of jacket, circumferentially adopts cambered plate or conical plate as tilt prop at the central seat pipe that is connected with the tower cylinder, is provided with the bracket that is connected with the central seat pipe in adjacent tilt prop joint.It is reliable that this structure has connection, the characteristics of good anti-fatigue performance.
[description of drawings]
Below in conjunction with accompanying drawing the specific embodiment of the present invention is described in further detail, wherein:
Fig. 1 is pyramid linkage structure of the present invention and tower cylinder overall structure schematic representation.
Fig. 2 is pyramid linkage structure schematic representation of the present invention.
Fig. 3 is pyramid linkage structure plan view of the present invention.
Fig. 4 is that Fig. 3 is at A-A direction sectional view.
Fig. 5 is that Fig. 3 is at B-B direction sectional view.
Fig. 6 is the linkage structure schematic representation that pyramid of the present invention shows bracket
Fig. 7 is yurt type linkage structure schematic representation of the present invention.
[embodiment]
Below in conjunction with accompanying drawing embodiments of the present invention are elaborated.
The present invention is a kind of for the tower cylinder of offshore wind power equipment and the linkage structure of jacket, it comprises jacket 7, described jacket 7 comprises some supporting foots 9, described supporting foot 9 upper ends are provided with platform 1, described platform 1 is provided with central seat pipe 3, described central seat pipe 3 circumferential hoops are arranged with the tilt prop 4 that is connected with platform 1 surface, and the jointing place of described adjacent tilt prop 4 is provided with the bracket 5 that is connected with central seat pipe 3, and the bottom of described bracket 5 is connected with platform 1 surface.Increase the area of contact that power is transmitted between tower cylinder 2 and the platform 1, reduced that stress is concentrated and the generation of focus stress phenomena.
In yurt type linkage structure, described tilt prop 4 is cambered plate, described tilt prop 4 bottoms are connected on the jacket platform by lateral bolster fagging 8, described tilt prop 4 is connected around central seat pipe 3 with lateral bolster fagging 8 and is the yurt type, the described lateral bolster fagging Final 8 tilt prop 4 connection of being connected with platform.
In the pyramid linkage structure, described tilt prop 4 is conical plate, and described tilt prop 4 connects around central seat pipe 3 and is pyramid, and this structure increases the connection area of tilt prop 4 and platform 1 and central seat pipe 3, suffered external force is evenly distributed, and the phenomenon of avoiding stress to concentrate produces.
Be connected with cross one another hound 6 between the described two adjacent supporting foots 9, for increasing the stability of jacket 7.
The separate space that described tilt prop 4 and bracket 5 can form is used for arranging electromechanical equipment, and attendant's the place of temporarily being stationed.
Bracket 5 is born a part and is passed to the load of platform 1 from tower cylinder 2, increases bracket 5 is set, and can suitably reduce the thickness of tilt prop 4, alleviates the overall weight of structure, makes it to connect to have more reliability.Bracket 5 quantity arrange according to the practice of construction situation, are included as 3,4,6, perhaps other quantity that arrange according to institute's connecting duct frame 7.

Claims (4)

1. one kind is used for the tower cylinder of offshore wind power equipment and the linkage structure of jacket, it is characterized in that comprising jacket (7), described jacket (7) comprises some supporting foots (9), described supporting foot (9) upper end is provided with platform (1), described platform (1) upper-end surface is provided with central seat pipe (3), described central seat pipe (3) circumferential hoop is arranged with the tilt prop (4) that is connected with platform (1) surface, the jointing place of described adjacent tilt prop (4) is provided with the bracket (5) that is connected with central seat pipe (3), and the bottom of described bracket (5) is connected with platform (1) surface.
2. described a kind of for the tower cylinder of offshore wind power equipment and the linkage structure of jacket by claim 1, it is characterized in that described tilt prop (4) is cambered plate, described tilt prop (4) bottom also is connected with lateral bolster fagging (8), and described tilt prop (4) is connected around central seat pipe (3) with lateral bolster fagging (8) and is the yurt type.
3. described a kind of for the tower cylinder of offshore wind power equipment and the linkage structure of jacket by claim 1, it is characterized in that described tilt prop (4) is cone plate, described tilt prop (4) connects around central seat pipe (3) and is pyramid.
4. described a kind of for the tower cylinder of offshore wind power equipment and the linkage structure of jacket by claim 1, it is characterized in that described two adjacent supporting foots (9) are connected with cross one another hound (6).
CN201210362678.5A 2012-09-26 2012-09-26 Connection structure for stepped drum and jacket of offshore wind power equipment Active CN102878029B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210362678.5A CN102878029B (en) 2012-09-26 2012-09-26 Connection structure for stepped drum and jacket of offshore wind power equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210362678.5A CN102878029B (en) 2012-09-26 2012-09-26 Connection structure for stepped drum and jacket of offshore wind power equipment

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CN102878029A true CN102878029A (en) 2013-01-16
CN102878029B CN102878029B (en) 2015-01-07

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4211126A (en) * 1978-06-28 1980-07-08 Sutz Richard K Wind machine system for pushing and lifting loads and having improved counterbalancing
CN201649118U (en) * 2010-04-07 2010-11-24 中国水电顾问集团华东勘测设计研究院 Foundation structure of jacket-type offshore wind turbine
CN201730109U (en) * 2010-05-18 2011-02-02 江苏海力风电设备科技有限公司 Novel fan foundation for intertidal zone wind farm
CN201747535U (en) * 2010-07-23 2011-02-16 新疆金风科技股份有限公司 Tower barrel of wind generating set
KR101164227B1 (en) * 2011-12-26 2012-07-10 목포대학교산학협력단 Offshore wind turbine structure using steel pipe pile foundation and prefabricated structure
CN202430733U (en) * 2011-12-23 2012-09-12 江苏海力风电设备科技有限公司 Novel intertidal zone wind power plant jacket fan base
CN202851274U (en) * 2012-09-26 2013-04-03 广东明阳风电产业集团有限公司 Connection structure for tower and jacket base of offshore wind turbine

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4211126A (en) * 1978-06-28 1980-07-08 Sutz Richard K Wind machine system for pushing and lifting loads and having improved counterbalancing
CN201649118U (en) * 2010-04-07 2010-11-24 中国水电顾问集团华东勘测设计研究院 Foundation structure of jacket-type offshore wind turbine
CN201730109U (en) * 2010-05-18 2011-02-02 江苏海力风电设备科技有限公司 Novel fan foundation for intertidal zone wind farm
CN201747535U (en) * 2010-07-23 2011-02-16 新疆金风科技股份有限公司 Tower barrel of wind generating set
CN202430733U (en) * 2011-12-23 2012-09-12 江苏海力风电设备科技有限公司 Novel intertidal zone wind power plant jacket fan base
KR101164227B1 (en) * 2011-12-26 2012-07-10 목포대학교산학협력단 Offshore wind turbine structure using steel pipe pile foundation and prefabricated structure
CN202851274U (en) * 2012-09-26 2013-04-03 广东明阳风电产业集团有限公司 Connection structure for tower and jacket base of offshore wind turbine

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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, Ming Yang Industrial Zone, Torch Development Zone, Guangdong, Zhongshan, 22

Patentee before: Guangdong Mingyang Wind Power Group Co., Ltd.

CP03 Change of name, title or address