CN208966115U - A kind of steel tube tower in electric transmission line supervisor Gen Kai adjustment device - Google Patents
A kind of steel tube tower in electric transmission line supervisor Gen Kai adjustment device Download PDFInfo
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- CN208966115U CN208966115U CN201821314601.XU CN201821314601U CN208966115U CN 208966115 U CN208966115 U CN 208966115U CN 201821314601 U CN201821314601 U CN 201821314601U CN 208966115 U CN208966115 U CN 208966115U
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- Prior art keywords
- girder steel
- supervisor
- steel
- flange
- transmission line
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 156
- 239000010959 steel Substances 0.000 title claims abstract description 156
- 230000005540 biological transmission Effects 0.000 title claims abstract description 28
- 239000003351 stiffener Substances 0.000 claims abstract description 38
- 239000000203 mixture Substances 0.000 claims description 7
- 238000009434 installation Methods 0.000 abstract description 7
- 230000005611 electricity Effects 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 14
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 229910052742 iron Inorganic materials 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a kind of steel tube tower in electric transmission line supervisor Gen Kai to adjust device, it is responsible for including top, lower part supervisor and adjustment device, top is responsible for bottom and is equipped with top supervisor's flange and top supervisor's flange stiffener, lower part, which is responsible at the top of flange, is equipped with lower part supervisor's flange and lower part supervisor's flange stiffener, adjusting device includes top girder steel and bottom girder steel, jack is equipped between top girder steel and bottom girder steel, the side of top girder steel is connect with top supervisor's flange stiffener, the side of bottom girder steel is connect with lower part supervisor's flange stiffener, adjustment device has two sets, 45 degree of oblique roots of steel tower are separately positioned on to burst at the seams the two sides in direction.The utility model can be widely applied to the supervisor Gen Kai adjustment operation of UHV transmission line steel tube tower or transmission line of electricity steel pipe tower for large cross, simple and practical, securely and reliably, substantially increase high-altitude installation exercise work efficiency.
Description
Technical field
The utility model relates to electrical distribution fields, and in particular to a kind of steel tube tower in electric transmission line supervisor Gen Kai adjustment dress
It sets.
Background technique
During iron tower of power transmission line group is vertical, since steel tower tower body main material is in have an introversion oblique angle to 45 degree of tower center direction
Degree, after the completion of main material lifting, by main material effect of weight, main material must pylon center inclination, cause horizontal material and X-braced panels
Root in place, which is opened, to become smaller, and influences to install.When actual installation, it is necessary to use corresponding measure, be adjusted, guarantee just to supervisor's gradient
Position root is full of sufficient installation requirement.
During iron tower of power transmission line group is vertical, the root that main material is usually adjusted by the way that interim external cable is arranged is opened, in order to water
Flat material, the installation gap in place for intersecting material and main material are met the requirements, however this method is suitable only for that topographical position is broad, periphery
It places obstacles the tower position of object without bracing wire is influenced.When iron tower of power transmission line is located at mountain area, area crisscrossed by waterways and neighbouring power circuit, height
It when the barriers such as fast railway, highway, is limited by landform, remote external cable can not be set, then need to take special arrange
It applies solution main material root and opens adjustment problem, and then easily carry out supervisor's Slope angle adjustment, in order to horizontal material, intersect material and main material
It can smoothly connect.
Summary of the invention
In order to overcome the shortcomings in the prior art, the utility model provides a kind of steel tube tower in electric transmission line supervisor Gen Kai tune
Engagement positions.
In order to solve the above-mentioned technical problem, the utility model adopts the following technical solution:
A kind of steel tube tower in electric transmission line supervisor Gen Kai adjustment device, including top supervisor, lower part supervisor and adjustment device, institute
It states top supervisor bottom and is equipped with top supervisor's flange, multiple tops supervisor's flange is equipped with around above-mentioned supervisor's flange and is put more energy into
Plate, the lower part supervisor flange top are equipped with lower part and are responsible for flange, are equipped with multiple lower part masters around the lower part supervisor flange
Pipe flange stiffener, the adjustment device include top girder steel and bottom girder steel, are set between the top girder steel and bottom girder steel
There is jack, the side of the top girder steel is connect with top supervisor's flange stiffener, the top girder steel other side
Bottom is connect with the top of the jack, and the side of the bottom girder steel is connect with lower part supervisor's flange stiffener, institute
The top for stating the bottom girder steel other side is connect with the bottom of the jack, and the adjustment device has two sets, is separately positioned on iron
45 degree of oblique roots of tower burst at the seams the two sides in direction.
Preferably, the two sides of the top girder steel are equipped with top girder steel stiffener, the two sides of the bottom girder steel are equipped with
Bottom girder steel stiffener.
Preferably, the top girder steel is fixedly connected by top power transmission otic placode with the jack.
Preferably, the bottom girder steel is fixedly connected by bottom force transmitting board with most jack.
It is fixed preferably, the top girder steel connects bolt by top girder steel with top supervisor's flange stiffener
Connection, the bottom girder steel connect bolt by bottom girder steel and are fixedly connected with lower part supervisor's flange stiffener.
Preferably, top supervisor's flange stiffener is identical with the quantity of lower part supervisor's flange stiffener, and position
It corresponds.
Preferably, the top girder steel and bottom girder steel are by two " U " shape groove profile girder steel forms, and two " U " shape slot
Section steel beam is bolted by girder steel connection.
Preferably, girder steel first line of a couplet tie-plate is additionally provided at the top of the top girder steel, the two sides of the girder steel first line of a couplet tie-plate
Respectively with composition top two of girder steel " U " shape groove profile girder steel connect, the bottom of the bottom girder steel is additionally provided under girder steel and contacts
Plate, the two sides of the girder steel second line of a couplet tie-plate respectively with composition two of bottom girder steel " U " shape groove profile girder steel connect.
The beneficial effects of the utility model are:
The utility model realizes the adjustment opened main material root using jack, no setting is required interim external cable, not by place
Limitation, the supervisor Gen Kai adjustment that can be widely applied to UHV transmission line steel tube tower or transmission line of electricity steel pipe tower for large cross are made
Industry, it is simple and practical, securely and reliably, substantially increase high-altitude installation exercise work efficiency.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the structural schematic diagram for adjusting device；
Fig. 3 is adjustment device schematic view of the mounting position；
Fig. 4 is the top view of top girder steel；
Fig. 5 is the bottom view of bottom girder steel.
Reference signs list:
The top 1- supervisor；The lower part 2- supervisor；3- adjusts device；Flange is responsible on the top 4-；Flange stiffener is responsible on the top 5-；
Flange is responsible in the lower part 6-；Flange stiffener is responsible in 7 lower parts；Girder steel at the top of 8-；The bottom 9- girder steel；10- jack；11- jack
Operating stick；Power transmission otic placode at the top of 12-；The bottom 13- force transmitting board；Girder steel connects bolt at the top of 14-；The bottom 15- girder steel connects bolt；
Girder steel stiffener at the top of 16-；The bottom 17- girder steel stiffener；18- girder steel connects bolt；19- girder steel first line of a couplet tie-plate；Under 20- girder steel
Contact plate.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and detailed description:
As shown in Figure 1 and Figure 2, a kind of steel tube tower in electric transmission line supervisor Gen Kai adjusts device, including 1, lower part master are responsible in top
Pipe 2 and adjustment device 3, top are responsible for 1 bottom and are equipped with top supervisor's flange 4, are equipped with multiple tops around above-mentioned supervisor's flange
It is responsible for flange stiffener 5, lower part, which is responsible at the top of flange 6, is equipped with lower part supervisor's flange 6, is equipped with around the supervisor's flange 6 of lower part more
Flange stiffener 7 is responsible in a lower part, and the quantity that flange stiffener 7 is responsible in top supervisor's flange stiffener 5 and lower part is identical, and position
Set one-to-one correspondence.Adjusting device 3 includes top girder steel 8 and bottom girder steel 9, is equipped between top girder steel 8 and bottom girder steel 9 very heavy
Top 10, jack 10 are equipped with jack operating stick 11, and the side of top girder steel 8 connect with top supervisor's flange stiffener 5, pushes up
The bottom of 8 other side of portion's girder steel is connect with the top of jack 10, and flange stiffener 7 is responsible in the side and lower part of bottom girder steel 9
Connection, the top of 9 other side of bottom girder steel are connect with the bottom of jack 10, and adjustment device 3 has two sets, are separately positioned on steel tower
45 degree of oblique roots burst at the seams the two sides in direction, adjust the installation site of device 3 as shown in figure 3, arrow direction is that the oblique root of steel tower is opened in figure
Line direction.
Top girder steel 8 is fixedly connected by top power transmission otic placode 12 with jack 10 in this example.Bottom girder steel 9 passes through bottom
Force transmitting board 13 is fixedly connected with most jack 10.Top girder steel 8 connects bolt 1814 by top girder steel and method is responsible on top
Blue stiffener 5 is fixedly connected, and bottom girder steel 9 connects bolt 1815 by bottom girder steel and lower part is responsible for flange stiffener 7 and is fixed
Connection.
The structure of top girder steel 8 and bottom girder steel 9 is as shown in Figure 4, Figure 5, and the two sides of top girder steel 8 are equipped with top girder steel and add
The two sides of strength plate 16, bottom girder steel 9 are equipped with bottom girder steel stiffener 17.Top girder steel 8 and bottom girder steel 9 are by two " U " shape
Groove profile girder steel composition, two " U " shape groove profile girder steel by girder steel connect bolt 18 connection.
The top of top girder steel 8 is additionally provided with girder steel first line of a couplet tie-plate 19, and the two sides of girder steel first line of a couplet tie-plate 19 are pushed up with composition respectively
The connection of two of portion's girder steel 8 " U " shape groove profile girder steel, the bottom of bottom girder steel 9 is additionally provided with girder steel second line of a couplet tie-plate 20, contacts under girder steel
The two sides of plate 20 respectively with composition two of bottom girder steel 9 " U " shape groove profile girder steel connect.
The application method of above-mentioned steel tube tower in electric transmission line supervisor Gen Kai adjustment device 3, comprising the following steps:
(a) before 1 lifting of top supervisor, the bottom girder steel 9 that two sets adjust device 3 is installed on lower supervisor's flange stiffener
On, the lower flange stiffener of connection bottom girder steel 9 is located at 45 degree of oblique roots of steel tower and bursts at the seams direction two sides；
(b) before 1 lifting of top supervisor, the top girder steel 8 that two sets adjust device 3 is respectively arranged in top supervisor's flange and is added
On strength plate 5, the upper flange stiffener of connection top girder steel 8 is similarly positioned in 45 degree of oblique roots of steel tower and bursts at the seams direction two sides；
(c) after 1 lifting of top supervisor is in place, by two sets hydraulic jacks 10 be installed at the top of girder steel 8 and bottom girder steel 9 it
Between, 10 upper end of jack is connect with the power transmission otic placode on top girder steel 8 by pin shaft, and 10 pedestal of jack is placed in bottom girder steel
On the force transmitting board on 9 tops；
(d) after the installation is completed, two sets of hydraulic jacks 10 of synchronization of jacking up make top be responsible for 4 plate of flange to two sets of adjustment devices 3
Inside is lifted slightly, generates flange gap, and with the inclination of top supervisor 1,1 top is responsible for along the oblique root side of bursting at the seams of steel tower in top
To opposite direction also generate certain displacement so that 2 supervisor's taproots of steel tower or so open size slightly larger than design taproot open
Level supervisor, X-braced panels steel pipe finally can smoothly be connect by size with supervisor.
Technological means disclosed in the utility model is not limited only to technological means disclosed in above embodiment, also
Including technical solution consisting of any combination of the above technical features.It should be pointed out that for the ordinary skill of the art
For personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these are improved and profit
Decorations are also considered as the protection scope of the utility model.
Claims (8)
1. a kind of steel tube tower in electric transmission line supervisor Gen Kai adjusts device, which is characterized in that including top supervisor, lower part supervisor and adjust
Engagement positions, top supervisor bottom are equipped with top and are responsible for flange, are equipped with multiple top masters around above-mentioned supervisor's flange
Pipe flange stiffener, the lower part supervisor flange top are equipped with lower part and are responsible for flange, be equipped with around the lower part supervisor flange
Flange stiffeners are responsible in multiple lower parts, and the adjustment device includes top girder steel and bottom girder steel, the top girder steel and bottom
Jack is equipped between girder steel, the side of the top girder steel is connect with top supervisor's flange stiffener, the top steel
The bottom of the beam other side is connect with the top of the jack, and side and the lower part supervisor's flange of the bottom girder steel are put more energy into
Plate connection, the top of the bottom girder steel other side are connect with the bottom of the jack, and the adjustment device has two sets, respectively
45 degree of oblique roots of steel tower are arranged in burst at the seams the two sides in direction.
2. steel tube tower in electric transmission line supervisor Gen Kai as described in claim 1 adjusts device, which is characterized in that the top girder steel
Two sides be equipped with top girder steel stiffener, the two sides of the bottom girder steel are equipped with bottom girder steel stiffener.
3. steel tube tower in electric transmission line supervisor Gen Kai as described in claim 1 adjusts device, which is characterized in that the top girder steel
It is fixedly connected by top power transmission otic placode with the jack.
4. steel tube tower in electric transmission line supervisor Gen Kai as described in claim 1 adjusts device, which is characterized in that the bottom girder steel
It is fixedly connected by bottom force transmitting board with most jack.
5. steel tube tower in electric transmission line supervisor Gen Kai as described in claim 1 adjusts device, which is characterized in that the top girder steel
It connects bolt by top girder steel to be fixedly connected with top supervisor's flange stiffener, the bottom girder steel passes through bottom girder steel
Connection bolt is fixedly connected with lower part supervisor's flange stiffener.
6. steel tube tower in electric transmission line supervisor Gen Kai as described in claim 1 adjusts device, which is characterized in that the top supervisor
Flange stiffener is identical with the quantity of lower part supervisor's flange stiffener, and position corresponds.
7. steel tube tower in electric transmission line supervisor Gen Kai as described in claim 1 adjusts device, which is characterized in that the top girder steel
With bottom girder steel by two " U " shape groove profile girder steel forms, and two " U " shape groove profile girder steel is bolted by girder steel connection.
8. steel tube tower in electric transmission line supervisor Gen Kai as claimed in claim 7 adjusts device, which is characterized in that the top girder steel
Top be additionally provided with girder steel first line of a couplet tie-plate, the two sides of the girder steel first line of a couplet tie-plate two with composition top girder steel respectively " U " shape
The connection of groove profile girder steel, the bottom of the bottom girder steel are additionally provided with girder steel second line of a couplet tie-plate, the two sides difference of the girder steel second line of a couplet tie-plate
With composition two of bottom girder steel " U " shape groove profile girder steel connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821314601.XU CN208966115U (en) | 2018-08-15 | 2018-08-15 | A kind of steel tube tower in electric transmission line supervisor Gen Kai adjustment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821314601.XU CN208966115U (en) | 2018-08-15 | 2018-08-15 | A kind of steel tube tower in electric transmission line supervisor Gen Kai adjustment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208966115U true CN208966115U (en) | 2019-06-11 |
Family
ID=66754158
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821314601.XU Expired - Fee Related CN208966115U (en) | 2018-08-15 | 2018-08-15 | A kind of steel tube tower in electric transmission line supervisor Gen Kai adjustment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208966115U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756424A (en) * | 2018-08-15 | 2018-11-06 | 江苏省送变电有限公司 | Adjusting device is opened to transmission line steel-pipe tower main pipe root |
-
2018
- 2018-08-15 CN CN201821314601.XU patent/CN208966115U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756424A (en) * | 2018-08-15 | 2018-11-06 | 江苏省送变电有限公司 | Adjusting device is opened to transmission line steel-pipe tower main pipe root |
| CN108756424B (en) * | 2018-08-15 | 2024-04-26 | 江苏省送变电有限公司 | Main pipe root opening adjusting device of power transmission line steel pipe tower |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190611 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |