CN201705594U - Foundation reinforcing cage of wind generating set - Google Patents

Foundation reinforcing cage of wind generating set Download PDF

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Publication number
CN201705594U
CN201705594U CN2010202331190U CN201020233119U CN201705594U CN 201705594 U CN201705594 U CN 201705594U CN 2010202331190 U CN2010202331190 U CN 2010202331190U CN 201020233119 U CN201020233119 U CN 201020233119U CN 201705594 U CN201705594 U CN 201705594U
Authority
CN
China
Prior art keywords
generating set
reinforcing cage
land
cage
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.)
Expired - Fee Related
Application number
CN2010202331190U
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Chinese (zh)
Inventor
谭福阳
常学斌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHENYANG RUIXIANG WIND POWER EQUIPMENT CO Ltd
Original Assignee
SHENYANG RUIXIANG WIND POWER EQUIPMENT CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SHENYANG RUIXIANG WIND POWER EQUIPMENT CO Ltd filed Critical SHENYANG RUIXIANG WIND POWER EQUIPMENT CO Ltd
Priority to CN2010202331190U priority Critical patent/CN201705594U/en
Application granted granted Critical
Publication of CN201705594U publication Critical patent/CN201705594U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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
    • Y02E10/728Onshore wind turbines

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  • Wind Motors (AREA)

Abstract

The utility model discloses a connecting structure for a tower drum and a foundation of a wind generating set, in particular to a foundation reinforcing cage used for connecting a tower drum and a foundation of a wind generating set. The foundation reinforcing cage of the wind generating set consists of an upper connecting pad (2), a lower connecting pad (3), an annular cage structure formed by double-end studs (1) arranged between the upper connecting pad (2) and the lower connecting pad (3), and an adjusting pad (4) assembled on the lower connecting pad (3). The foundation reinforcing cage of the wind generating set can effectively reduce the defects of the traditional foundation ring processing way like time and effort wasting, high requirement on processing precision, etc. The foundation reinforcing cage way is adopted, which is simple, reduces the requirements, and does not need welding procedure; moreover, the weight of the foundation reinforcing cage is light; the split type structure of the foundation reinforcing cage is convenient for transportation; the strength of the foundation reinforcing cage is improved as the foundation reinforcing cage is connected by a high strength bolt; and the safety of the tower drum of the wind generating set is improved.

Description

The wind power generating set ground is strengthened cage
Technical field
The utility model relates to a kind of wind power generating set tower tube and foundation connection structure, relates in particular to a kind of wind power generating set tower tube and strengthens cage with basic the connection with ground.
Background technique
Wind power generating set tower tube links to each other with ground by a connection set, and traditional connection set is a foundation ring, selects steel sheet material for use, by rolling plate, finishes processing by welding process after making sheet material become tubbiness.This processing mode is consuming time, consumption power, the requirement on machining accuracy height, the foundation ring weight of formation is big, be difficult for transportation, and because the welded structure changes of section is big, and transition region is steeper, the fillet smaller part causes that easily bigger stress is concentrated, welding process is kept away unavoidable existence welding residual thermal stress simultaneously, and the microstructure of the weld seam that produces of welding process, heat affected zone etc. has significant difference with the matrix of sheet material, cause insufficient strength, and it is relatively more difficult that the lightning protection line is installed in foundation ring.
The model utility content
For solving the problems of the technologies described above, the utility model provides a kind of wind power generating set ground to strengthen cage, and purpose is that its processing mode is simplified, its weight is reduced, be convenient to transportation, improve intensity, the convenient lightning protection line of installing, and the Security that improves wind power generating set tower tube.
For achieving the above object, the utility model is achieved through the following technical solutions:
The wind power generating set ground is strengthened cage, and it is by last land, following land, is located at the annular cage structure that the stud between land and the following land constitutes, and on the following land assembling adjustment disk is installed.
The aperture nut that described stud upper end is passed on the land is connected and fixed, and the aperture nut that the stud lower end is passed down on the land is connected and fixed.
Described stud is the 120-200 root.
Described land and the following land gone up is that steel plate by two semicircular disk-like structures docks by bolt and constitutes.
Described assembling adjustment disk is by the base plate that is positioned at the bottom, is located at the bolt on the base plate and 3 nuts being located on the bolt constitute, and the nut that is positioned at the bottom is fixedlyed connected with base plate.
Advantage of the present utility model and effect:
It is consuming time to adopt the utility model can effectively reduce traditional foundation ring processing mode, consumption power, and the requirement on machining accuracy height, the foundation ring weight of formation is big, be difficult for transportation, and intensity is not high, and shortcomings such as lightning protection band difficulty are installed in foundation ring.Adopt the utility model ground to strengthen cage, its processing mode is simplified, and requires to reduce, and does not carry out welding process, and it is in light weight that ground is strengthened cage simultaneously, and its split-type structural is convenient to transportation, and bolt connects improves its intensity, improves the Security of wind power generating set tower tube.Land adopts split-type structural up and down, make install and transportation all very convenient, also made things convenient for simultaneously and being connected of foundation and tower tube part.Aspect lightning protection,, make the lightning protection line be installed in ground very easily and strengthen on the cage because ground is strengthened the hollow structure of cage.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the structural representation of assembling adjustment disk among Fig. 1.
Among the figure, 1, stud, 2, go up land, 3, land down, 4, the assembling adjustment disk.
Embodiment
Following structure accompanying drawing is described in further details the utility model, but protection domain of the present utility model is not limit by embodiment.
As shown in Figure 1, the utility model wind power generating set ground is strengthened cage, it is by last land 2, following land 3, is located at the annular cage structure that the stud 1 between land 2 and the following land 3 constitutes, assembling adjustment disk 4 is installed on the following land 3, the aperture nut that stud 1 upper end is passed on the land 2 is connected and fixed, and the aperture nut that stud 1 lower end is passed down on the land 3 is connected and fixed.
Above-mentioned stud 1 is the 120-200 root.Land 2 and following land 3 are that the steel plate by two semicircular disk-like structures docks by bolt and constitutes.
Be illustrated in figure 2 as the assembling adjustment disk, seat leg when when the assembling ground is strengthened cage, playing ground and strengthening cage and link to each other with the basis, play the mount ground and strengthen the cage effect, it by the base plate that is positioned at the bottom, be located at the bolt on the base plate and 3 nuts being located on the bolt constitute, the nut that is positioned at the bottom is fixedlyed connected with base plate.
Assembly process of the present utility model:
After the basis is carried out, the basis reinforcement cage that will assemble by the assembling regulator plate is fixed on the basis, connect the lightning protection band, the lower flange bolt hole of tower tube is aimed at ground strengthen on the stud of cage upper end land, by nut the tower tube is fixed on ground and strengthens finishing connection on the cage.

Claims (5)

1. the wind power generating set ground is strengthened cage, it is characterized in that it is by last land (2), following land (3), is located at the annular cage structure that the stud (1) between land (2) and the following land (3) constitutes, and is equipped with assembling adjustment disk (4) on the following land (3).
2. wind power generating set ground according to claim 1 is strengthened cage, it is characterized in that the aperture nut that described stud (1) upper end is passed on the land (2) is connected and fixed, the aperture nut that stud (1) lower end is passed down on the land (3) is connected and fixed.
3. wind power generating set ground according to claim 1 is strengthened cage, it is characterized in that described stud (1) is the 120-200 root.
4. wind power generating set ground according to claim 1 is strengthened cage, it is characterized in that described land (2) and the following land (3) gone up is that steel plate by two semicircular disk-like structures docks by bolt and constitutes.
5. wind power generating set ground according to claim 1 is strengthened cage, it is characterized in that described assembling adjustment disk (4) is by the base plate that is positioned at the bottom, is located at the bolt on the base plate and 3 nuts being located on the bolt constitute, the nut that is positioned at the bottom is fixedlyed connected with base plate.
CN2010202331190U 2010-06-22 2010-06-22 Foundation reinforcing cage of wind generating set Expired - Fee Related CN201705594U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202331190U CN201705594U (en) 2010-06-22 2010-06-22 Foundation reinforcing cage of wind generating set

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202331190U CN201705594U (en) 2010-06-22 2010-06-22 Foundation reinforcing cage of wind generating set

Publications (1)

Publication Number Publication Date
CN201705594U true CN201705594U (en) 2011-01-12

Family

ID=43442749

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010202331190U Expired - Fee Related CN201705594U (en) 2010-06-22 2010-06-22 Foundation reinforcing cage of wind generating set

Country Status (1)

Country Link
CN (1) CN201705594U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102733641A (en) * 2012-07-04 2012-10-17 广东明阳风电产业集团有限公司 Tower drum foundation ring of wind driven generator
CN102926946A (en) * 2012-12-05 2013-02-13 湘电风能有限公司 Foundation ring of wind generating set
CN103774687A (en) * 2014-01-22 2014-05-07 深圳市海能通信股份有限公司 Single-pipe tower prefabricated spiral steel pipe pile foundation
CN103774688A (en) * 2014-02-20 2014-05-07 湘电风能有限公司 Wind generating set foundation ring
CN111197318A (en) * 2018-11-19 2020-05-26 纳布拉风力技术公司 Foundation for a tower of a wind turbine
EP3660220A1 (en) 2018-11-30 2020-06-03 Nordex Energy Spain, S.A.U. Anchor cage for a foundation of a wind turbine, assembly method thereof and foundation of a wind turbine

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102733641A (en) * 2012-07-04 2012-10-17 广东明阳风电产业集团有限公司 Tower drum foundation ring of wind driven generator
CN102733641B (en) * 2012-07-04 2014-05-28 广东明阳风电产业集团有限公司 Tower drum foundation ring of wind driven generator
CN102926946A (en) * 2012-12-05 2013-02-13 湘电风能有限公司 Foundation ring of wind generating set
CN103774687A (en) * 2014-01-22 2014-05-07 深圳市海能通信股份有限公司 Single-pipe tower prefabricated spiral steel pipe pile foundation
CN103774688A (en) * 2014-02-20 2014-05-07 湘电风能有限公司 Wind generating set foundation ring
CN111197318A (en) * 2018-11-19 2020-05-26 纳布拉风力技术公司 Foundation for a tower of a wind turbine
CN111197318B (en) * 2018-11-19 2023-03-14 纳布拉温德科技有限公司 Foundation for a tower of a wind turbine
EP3660220A1 (en) 2018-11-30 2020-06-03 Nordex Energy Spain, S.A.U. Anchor cage for a foundation of a wind turbine, assembly method thereof and foundation of a wind turbine
US11359609B2 (en) 2018-11-30 2022-06-14 Nordex Energy Spain, S.A.U. Anchor cage for a foundation of a wind turbine, assembly method thereof and foundation of a wind turbine

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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

Granted publication date: 20110112

Termination date: 20150622

EXPY Termination of patent right or utility model