CN203409461U - Wind power tower door frame welding anti-deformation support - Google Patents

Wind power tower door frame welding anti-deformation support Download PDF

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Publication number
CN203409461U
CN203409461U CN201320508798.1U CN201320508798U CN203409461U CN 203409461 U CN203409461 U CN 203409461U CN 201320508798 U CN201320508798 U CN 201320508798U CN 203409461 U CN203409461 U CN 203409461U
Authority
CN
China
Prior art keywords
door frame
base plate
frame welding
wind power
sides
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
CN201320508798.1U
Other languages
Chinese (zh)
Inventor
张阳勇
朱锴年
董贵林
步万铜
裘学强
朱海涛
杨永奎
魏霏霏
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.)
China Hydropower Four Bureau (jiuquan) New Energy Equipment Co ltd
Original Assignee
China Hydropower Four Bureau (jiuquan) New Energy 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 China Hydropower Four Bureau (jiuquan) New Energy Equipment Co ltd filed Critical China Hydropower Four Bureau (jiuquan) New Energy Equipment Co ltd
Priority to CN201320508798.1U priority Critical patent/CN203409461U/en
Application granted granted Critical
Publication of CN203409461U publication Critical patent/CN203409461U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a wind power tower door frame welding anti-deformation support which comprises a base plate, a supporting rod and a jack. Reinforcing ribs are arranged on the two sides of the base plate respectively; the jack is arranged between the base plate and the supporting rod; fixing plates are arranged on the two sides of each reinforcing rib respectively. The wind power tower door frame welding anti-deformation support is simple in structure, low in manufacturing cost, convenient to disassemble and assemble and capable of effectively controlling deformation in the tower door frame welding process, and therefore the flatness and the ellipticity of a tower bottom flange are guaranteed.

Description

Wind power tower drum door frame welding Anti-deformation support
Technical field
The utility model relates to wind power tower drum manufacture and uses equipment frock field, relates in particular to wind power tower drum door frame welding Anti-deformation support.
Background technology
Wind-power tower is connected by flange with tower barrel base part, therefore flange requires very high to flatness and ovality at the bottom of tower cylinder.Tower cylinder doorframe from flange at the bottom of pylon very close to, in tower cylinder door frame welding process, be easy to cause end flange distortion, and tower cylinder coxopodite sheet material is thicker, traditional welding deformation correction process DeGrain, and cumbersome.Only have by controlling deflection in welding process, just proper.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of wind power tower drum door frame welding Anti-deformation support simple in structure, that be effectively out of shape in control tower cylinder door frame welding process.
For addressing the above problem, wind power tower drum door frame welding Anti-deformation support described in the utility model, is characterized in that: it comprises base plate, support bar, jack; The both sides of described base plate are respectively equipped with reinforcement; Between described base plate and described support bar, be provided with described jack; The both sides of described reinforcement are respectively equipped with fixed head.
The both sides of described base plate are respectively equipped with reinforcement, and this reinforcement is along tower barrel dliameter to setting.
Described fixed head is axially disposed within the both sides of described reinforcement along tower cylinder.
The utility model compared with prior art has the following advantages:
1,, because the utility model technology has adopted jack to be connected at base plate and support bar, therefore, not only can utilize on the tower cylinder of different-diameter, and can reuse.
2, because the utility model has adopted from fixing mode respectively axially and radially, therefore, the distortion on both direction can be effectively controlled, thereby flatness and the ovality of flange at the bottom of tower cylinder can be guaranteed.
3, simple in structure, cheap, the easy accessibility of the utility model.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is described in further detail.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is use schematic diagram of the present utility model.
In figure: 1-support bar, 2-jack, 3-base plate, 4-reinforcement, 5-fixed head, 6-tower cylinder.
The specific embodiment
As shown in Figure 1 and Figure 2, wind power tower drum door frame welding Anti-deformation support, it comprises base plate 3, support bar 1, jack 2.The both sides of base plate 3 are respectively equipped with reinforcement 4; Between base plate 3 and support bar 1, be provided with jack 2; The both sides of reinforcement 4 are respectively equipped with fixed head 5.
Wherein: the both sides of base plate 3 are respectively equipped with reinforcement 4, this reinforcement 4 radially arranges along tower cylinder 6.
Fixed head 5 is axially disposed within the both sides of reinforcement 4 along tower cylinder 6.
Before cutting door opening, base plate 3 is welded in to tower cylinder 6 doorframe installation site middle upper parts, reinforcement 4 in the welding of both sides, support bar 1 is welded on base plate 3 over against tower cylinder 6 tops, between base plate 3 and support bar 1, with jack 2, be connected, and dieback, two fixed heads 5 are welded on respectively 6 installation length direction two ends of tower cylinder.After door frame welding completes, first take off jack 2, the fixed head 5 of then dismantling, base plate 3, finally rotates 180 °, the support bar 1 of dismantling by tower cylinder 6.

Claims (3)

1. wind power tower drum door frame welding Anti-deformation support, is characterized in that: it comprises base plate (3), support bar (1), jack (2); The both sides of described base plate (3) are respectively equipped with reinforcement (4); Between described base plate (3) and described support bar (1), be provided with described jack (2); The both sides of described reinforcement (4) are respectively equipped with fixed head (5).
2. wind power tower drum door frame welding Anti-deformation support as claimed in claim 1, is characterized in that: the both sides of described base plate (3) are respectively equipped with reinforcement (4), and this reinforcement (4) radially arranges along tower cylinder (6).
3. wind power tower drum door frame welding Anti-deformation support as claimed in claim 1, is characterized in that: described fixed head (5) is axially disposed within the both sides of described reinforcement (4) along tower cylinder (6).
CN201320508798.1U 2013-08-20 2013-08-20 Wind power tower door frame welding anti-deformation support Expired - Fee Related CN203409461U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320508798.1U CN203409461U (en) 2013-08-20 2013-08-20 Wind power tower door frame welding anti-deformation support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320508798.1U CN203409461U (en) 2013-08-20 2013-08-20 Wind power tower door frame welding anti-deformation support

Publications (1)

Publication Number Publication Date
CN203409461U true CN203409461U (en) 2014-01-29

Family

ID=49972386

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320508798.1U Expired - Fee Related CN203409461U (en) 2013-08-20 2013-08-20 Wind power tower door frame welding anti-deformation support

Country Status (1)

Country Link
CN (1) CN203409461U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106002008A (en) * 2016-06-07 2016-10-12 中国水电四局(酒泉)新能源装备有限公司 Method for welding door frame of ultra-low-temperature high-power wind turbine tower

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106002008A (en) * 2016-06-07 2016-10-12 中国水电四局(酒泉)新能源装备有限公司 Method for welding door frame of ultra-low-temperature high-power wind turbine tower
CN106002008B (en) * 2016-06-07 2017-11-07 中国水电四局(酒泉)新能源装备有限公司 A kind of ultralow temperature high-power wind turbine tower door frame welding method

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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: 20140129