CN204277993U - A kind of for wind power tower conductor rail erection column batch chalker - Google Patents

A kind of for wind power tower conductor rail erection column batch chalker Download PDF

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Publication number
CN204277993U
CN204277993U CN201420723926.9U CN201420723926U CN204277993U CN 204277993 U CN204277993 U CN 204277993U CN 201420723926 U CN201420723926 U CN 201420723926U CN 204277993 U CN204277993 U CN 204277993U
Authority
CN
China
Prior art keywords
erection column
locating notch
reserved line
conductor rail
line locating
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
CN201420723926.9U
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Chinese (zh)
Inventor
裘学强
朱锴年
张阳勇
董贵林
魏虎明
魏霏霏
管伟
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.)
Xinjiang Tianshan Heng He Resource Equipment Co Ltd
China Hydropower Four Bureau (jiuquan) New Energy Equipment Co ltd
Original Assignee
Xinjiang Tianshan Heng He Resource Equipment Co Ltd
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 Xinjiang Tianshan Heng He Resource Equipment Co Ltd, China Hydropower Four Bureau (jiuquan) New Energy Equipment Co ltd filed Critical Xinjiang Tianshan Heng He Resource Equipment Co Ltd
Priority to CN201420723926.9U priority Critical patent/CN204277993U/en
Application granted granted Critical
Publication of CN204277993U publication Critical patent/CN204277993U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a kind of for wind power tower conductor rail erection column batch chalker, and this device comprises the location-plate be connected respectively with single hop tower cylinder two ends flange and the welding positioning tool matched with described location-plate.The side of described location-plate is provided with reserved line locating notch I, and its opposite side is provided with reserved line locating notch II, is provided with reserved line locating notch III in the middle part of it; Described reserved line locating notch I and described reserved line locating notch II are equipped with erection column, and this erection column is connected with described welding positioning tool.The utility model structure is simple, simple for production, uses material light, is easy to dismounting, can repeatedly utilizes, and can realize the line of conductor rail batch high accuracy.

Description

A kind of for wind power tower conductor rail erection column batch chalker
Technical field
The utility model relates to wind turbine tower contents mounting technique field, particularly relates to a kind of for wind power tower conductor rail erection column batch chalker.
Background technology
At present, domestic wind power tower mainly adopts following two kinds of electric power transfer modes: one is power cable transmission, and cabin electric energy that position produces, through cable, is transferred to the devices such as the frequency converter of bottom from top to bottom, finally enters case and becomes; Another kind of mode adopts conductor rail transmission generator amature/stator loop electric energy.
When adopting power cable transmission, after equipment hoisting completes need from cabin unwrapping wire and reinstall to cable clip inside from top to bottom, work on the spot amount is large, after power cable runs certain time limit simultaneously, circuit can occur aging, when Wind turbine is short-circuited, and easy breaking out of fire.And conductor rail pressure drop is low, produce the quality of power supply good, conductor rail can reach more than 20 years service life, and mounting cost can be reduced to 30% of power cable installation fee, safeguards simple.Therefore, the use of conductor rail is more and more extensive.
Conductor rail be usually arranged on be fixed on tower cylinder inwall erection column on, conductor rail is connected with erection column by bolt.Due to conductor rail work time, require high to installation linearity equally accurate, require the screwed hole center of all erection column upper surfaces point-blank, every section of first, tower drum flange mouth place erection column left-right deviation≤1mm, two adjacent erection column deviation≤1.5mm, erection column left-right deviation≤the 2.5mm of whole section of tower cylinder, ensure the installation accuracy of conductor rail, first will ensure the welding equipment precision of conductor rail erection column.
Single hop tower cylinder is highly generally 15m ~ 30m, and generally dock welding by more piece cylindrical shell and form, the circumferencial direction that the Accumulated deviation of more piece welding can make the axis of upper and lower two end flanges of tower cylinder planar project has deviation.Meanwhile, during erection column assembling, assembly precision in single hop tower cylinder should be ensured, ensure the linearity of overall section and section again, owing to expanding with heat and contract with cold during stud welding, very easily be partial to, affect integrated straight dimension.According to conventional manual scribble method, be difficult to ensure precision, and do not reach the object of wind power tower batch production.
Utility model content
Technical problem to be solved in the utility model be to provide a kind of structure simple, simple for production for wind power tower conductor rail erection column batch chalker.
For solving the problem, one described in the utility model is used for wind power tower conductor rail erection column batch chalker, it is characterized in that: this device comprises the location-plate be connected respectively with single hop tower cylinder two ends flange and the welding positioning tool matched with described location-plate; The side of described location-plate is provided with reserved line locating notch I, and its opposite side is provided with reserved line locating notch II, is provided with reserved line locating notch III in the middle part of it; Described reserved line locating notch I and described reserved line locating notch II are equipped with erection column, and this erection column is connected with described welding positioning tool.
Described location-plate is provided with locating hole, and is connected through the described flange of this locating hole with single hop tower cylinder two ends by connecting bolt I.
Described reserved line locating notch I is described erection column screwed hole theoretical pitch with the spacing of described reserved line locating notch II.
Described reserved line locating notch III is located at the center of two described erection column spacing.
Described erection column is connected with described welding positioning tool by connecting bolt II.
The utility model compared with prior art has the following advantages:
1, owing to being provided with the location-plate be connected respectively with single hop tower cylinder two ends flange in the utility model, and the side of location-plate is provided with reserved line locating notch I, its opposite side is provided with reserved line locating notch II, reserved line locating notch III is provided with in the middle part of it, therefore, by connecting reserved line locating notch I and reserved locating notch II and the reserved locating notch III of ruling of ruling, mark erection column two screwed hole center line and two erection column center lines, and determine that these three lines are scribe fiducials, two ends screwed hole center line chalk line is connected simultaneously, be convenient to correct erection column integrated straight dimension, thus make Adjustment precision high, affect by operating personnel's collimation error when avoiding artificial line, and welding and cooling time the factor such as the thermal stress distortion that causes impact, make linearity in tower cylinder good with overall package in each section of tower cylinder, all meet the installation requirement of conductor rail.
2, the utility model structure is simple, simple for production, uses material light, is easy to dismounting, can repeatedly utilizes, and can realize the line of conductor rail batch high accuracy.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described in further detail.
Fig. 1 is the elevational schematic view of location-plate and flange connections in the utility model.
Fig. 2 is the elevational schematic view of welding positioning tool in the utility model.
Fig. 3 installs linearity schematic diagram in a whole set of tower cylinder of the utility model.
In figure: 1-location-plate, 2-flange, 3-connecting bolt, I 4-connecting bolt, II 5-welding positioning tool, 6-erection column, 7-reserved line locating notch I 8-reserved line locating notch II 9-reserved line locating notch III.
Detailed description of the invention
As shown in Fig. 1 ~ 3, a kind of for wind power tower conductor rail erection column batch chalker, this device comprises the location-plate 1 be connected respectively with single hop tower cylinder two ends flange 2 and the welding positioning tool 5 matched with location-plate 1.
The side of location-plate 1 is provided with reserved line locating notch I 7, and its opposite side is provided with reserved line locating notch II 8, is provided with reserved line locating notch III 9 in the middle part of it; Reserved line locating notch I 7 and reserved locating notch II 8 of ruling are equipped with erection column 6, and this erection column 6 is connected with welding positioning tool 5.
Wherein:
Location-plate 1 is provided with locating hole, and is connected through the flange 2 of this locating hole with single hop tower cylinder two ends by connecting bolt I 3.
Reserved line locating notch I 7 is erection column 6 screwed hole theoretical pitch with the spacing of reserved locating notch II 8 of ruling.
Reserved line locating notch III 9 is located at the center of two erection column 6 spacing.
Erection column 6 is connected with welding positioning tool 5 by connecting bolt II 4.
Use step is as follows:
(1) according to the location-plate 1 that the supporting making of different flanges 2 is suitable for mutually, be connected by location-plate 1 by connecting bolt I 3 with flange 2, location-plate 1 is arranged on companion flange 2 outer face, guarantees that fastening nut steadily installed by location-plate 1.
(2) connect reserved line locating notch I 7 and reserved locating notch II 8 and the reserved locating notch III 9 of ruling of ruling on both ends of the surface location-plate 1, mark erection column 6 liang of screwed hole center lines and two erection column 6 center lines, these three lines are scribe fiducials, two ends screwed hole center line chalk line is connected simultaneously, be convenient to correct erection column 6 integrated straight dimension.
(3) on datum line, press the good erection column 6 of designing requirement pitch arrangement, spot welding is reinforced, be connected with erection column 6 by connecting bolt II 4 with welding positioning tool 5, adjust both sides erection column 6 constant spacing (the spacing X as in figure) simultaneously, make it ensure in error range.Ensure during adjustment that erection column 6 screwed hole is centrally located at immediately below chalk line simultaneously.
(4) erection column 6 can formally welding after regulating.Formal welding must be carried out under welding positioning tool 5 is fixing, avoids the distortion in welding process.Welding positioning tool 5 can be dismantled after cooling.
(5), after erection column 6 welds, reuse chalk line and detect erection column 6 integrated straight dimension, correct at the erection column 6 welded or weld seam cooling procedure is crooked.

Claims (5)

1. for a wind power tower conductor rail erection column batch chalker, it is characterized in that: this device comprises the location-plate (1) be connected respectively with single hop tower cylinder two ends flange (2) and the welding positioning tool (5) matched with described location-plate (1); The side of described location-plate (1) is provided with reserved line locating notch I (7), and its opposite side is provided with reserved line locating notch II (8), is provided with reserved line locating notch III (9) in the middle part of it; Described reserved line locating notch I (7) and described reserved line locating notch II (8) are equipped with erection column (6), and this erection column (6) is connected with described welding positioning tool (5).
2. as claimed in claim 1 a kind of for wind power tower conductor rail erection column batch chalker, it is characterized in that: described location-plate (1) is provided with locating hole, and be connected through the described flange (2) of this locating hole with single hop tower cylinder two ends by connecting bolt I (3).
3. as claimed in claim 1 a kind of for wind power tower conductor rail erection column batch chalker, it is characterized in that: described reserved line locating notch I (7) is described erection column (6) screwed hole theoretical pitch with the spacing of described reserved line locating notch II (8).
4. as claimed in claim 1 a kind of for wind power tower conductor rail erection column batch chalker, it is characterized in that: described reserved line locating notch III (9) is located at the center of two described erection column (6) spacing.
5. as claimed in claim 1 a kind of for wind power tower conductor rail erection column batch chalker, it is characterized in that: described erection column (6) is connected with described welding positioning tool (5) by connecting bolt II (4).
CN201420723926.9U 2014-11-27 2014-11-27 A kind of for wind power tower conductor rail erection column batch chalker Expired - Fee Related CN204277993U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420723926.9U CN204277993U (en) 2014-11-27 2014-11-27 A kind of for wind power tower conductor rail erection column batch chalker

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420723926.9U CN204277993U (en) 2014-11-27 2014-11-27 A kind of for wind power tower conductor rail erection column batch chalker

Publications (1)

Publication Number Publication Date
CN204277993U true CN204277993U (en) 2015-04-22

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Family Applications (1)

Application Number Title Priority Date Filing Date
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113634935A (en) * 2021-08-11 2021-11-12 西安热工研究院有限公司 Device and method for preventing welding deformation of tubular busbar fixing column of wind power tower

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113634935A (en) * 2021-08-11 2021-11-12 西安热工研究院有限公司 Device and method for preventing welding deformation of tubular busbar fixing column of wind power tower

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150422

CF01 Termination of patent right due to non-payment of annual fee