CN206903334U - A kind of high-strength combination formula shaft tower - Google Patents
A kind of high-strength combination formula shaft tower Download PDFInfo
- Publication number
- CN206903334U CN206903334U CN201720257390.XU CN201720257390U CN206903334U CN 206903334 U CN206903334 U CN 206903334U CN 201720257390 U CN201720257390 U CN 201720257390U CN 206903334 U CN206903334 U CN 206903334U
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- CN
- China
- Prior art keywords
- shaft tower
- reinforced
- connection
- tube
- combination formula
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- 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.)
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Abstract
A kind of high-strength combination formula shaft tower, including at least two segmented shaft tower unit, each shaft tower unit includes four and is used for assembled principal post, connection member is set between adjacent two principal posts, the connection member includes at least more than two the first reinforced pipes for being used to reinforce connection, for fixing the telophragma of the first reinforced pipe and support tube for carrying telophragma, the first reinforced pipe positioned at telophragma the same side, its one end is all connected with telophragma, the other end is connected with the two ends of principal post respectively, the structure can facilitate shaft tower in mountain area to carry out splicing installation after installing in advance, and possess high intensity.
Description
Technical field
The present invention relates to the high-strength combination formula shaft tower of power Transmission equipment, more particularly to conveying extra-high voltage electric power.
Background technology
It is big originally to transport the shaft tower installation difficulty of extra-high voltage electric power, time length.Because shaft tower requirement is installed in no road
, it is necessary to which each component for forming shaft tower is first transported into specified location on the mountain ridge, splicing installation is then carried out by worker again.
It is big transportation rod tower assembly difficulty to be present in this mode, and each component splicing is cumbersome for installation, and because single component needs worker to exist
Height carries out splicing assembling in the air, the problem of being affected for the intensity of whole shaft tower.
Such as a kind of iron tower for ultra-high voltage transmission that patent announcement CN201433592Y is announced, the iron tower for ultra-high voltage transmission can expire
The electric clearance requirement of sufficient UHV transmission；Negative shielding angle is formed to wire, is adapted to mountain area to use；Using comprehensive length tower
Leg, landform and the vegetation in mountain area are protected, beneficial to environmental protection.But the iron tower component transport difficulty is big, component is cumbersome when installing, simultaneously
Because component is that worker is aerial separately installed in height, the intensity after shaft tower installation is caused easily to be affected.
The content of the invention
Technical problems to be solved
The purpose of the present invention is the above mentioned problem present in prior art, and spy provides a kind of high-strength combination formula bar
Tower.
Technical scheme
In order to solve the above technical problems, the present invention provides a kind of high-strength combination formula shaft tower, including it is at least two
Segmented shaft tower unit, each shaft tower unit include four and are used for assembled principal posts, the company of setting between adjacent two principal posts
Relay part, the connection member include at least more than two the first reinforced pipes for being used for reinforcing connection, for fixing the first reinforcement
The telophragma of pipe and the support tube for carrying telophragma, the first reinforced pipe positioned at telophragma the same side, its one end all with
Telophragma is connected, and the other end is connected with the two ends of principal post respectively.
Further, the both ends of the support tube are connected on two adjacent principal posts, and the support tube includes length
Pipe, it is arranged at the ring flange of long tube end, the short tube being connected by ring flange with long tube.
Further, the long tube is stretched out in outside telophragma and is connected again by ring flange with short tube, enables telophragma complete
It can ensure the accuracy of connection by adjusting short tube when being carried on long tube, and installing entirely and improve the strong of whole support tube
Degree.
Further, the second reinforced pipe is set between adjacent connection member, by what is surrounded between multiple second reinforced pipes
Plane and the plane by being surrounded between multiple support tubes are parallel to each other.
Further, the first reinforced tube is set between second reinforced pipe and its principal post closest to side；The phase
The second reinforced tube is set between adjacent two second reinforced pipes, both of which plays a part of enhancing structure stability and intensity.
Further, be all respectively arranged to be connected with the first reinforced tube on second reinforced pipe and principal post first is mended
Strong plate, also sets up the second stiffening plate for being connected with the second reinforced tube on second reinforced pipe, first stiffening plate with
Second stiffening plate is in the same plane.
Further, the telophragma includes being welded in supporting plate on long tube, and the support plate face is to the second reinforced pipe
One side on be provided for the fixed plate that is connected with the second reinforced pipe, opposite side sets the limited block being connected with support tube.
Further, the limited block is the two boards in length and breadth of right-angled intersection, and increase supporting plate is indulged when being connected with support tube
To and transverse direction on intensity.
Further, the first reinforced pipe both ends open up bayonet socket, welding U-board in the bayonet socket, right on the principal post
Reinforcing plate is set in the position of U-board connection, plane is parallel with plane where supporting plate where the reinforcing plate.
Further preferred, the bayonet socket is arranged at the centre position of the first reinforced pipe two ends, and its depth is less than U-board
Length, for improving stability when connecting.
Beneficial effects of the present invention：
This shaft tower solves the installation question of extra-high voltage electric power shaft tower, can be by way of being assembled after installing in advance
Make shaft tower mountain area installation become it is succinct, quickly, without worker the separately installed shaft tower in mountain area high-altitude each component, and this
Tower structure intensity is high, is influenceed beneficial to various natural causes are tackled to caused by shaft tower.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the left view of telophragma；
Fig. 3 is the structural representation of support tube；
Fig. 4 is the structural representation of the first reinforced pipe.
In figure, 1- principal posts, 11- reinforcing plates, 2- connection members, the reinforced pipes of 21- first, 211- bayonet sockets, 22- telophragmas,
221- supporting plates, 222- fixed plates, 223- limited blocks, 23- support tubes, 231- long tubes, 232- ring flanges, 233- short tubes, 24-
Two reinforced pipes, the reinforced tubes of 25- first, the reinforced tubes of 26- second, the stiffening plates of 27- first, the stiffening plates of 28- second, 29-U shape plates, 3-
Bolt.
Embodiment
Invention is described further below in conjunction with the accompanying drawings：
As shown in Figure 1 and Figure 4, a kind of high-strength combination formula shaft tower, including at least two segmented shaft tower unit,
The segmented shaft tower unit includes four and is used for assembled principal posts 1, and the principal post 1 is round steel pipe, adjacent two principal posts 1 it
Between be attached by connection member 2.The connection member 2 includes four the first reinforced pipes 21 for being used to reinforce connection, described
First reinforced pipe 21 is the round steel pipe that diameter is less than the diameter of principal post 1, and its both ends opens up bayonet socket 211, and the bayonet socket 211 is
Strip, its position are located on the center line of the first reinforced pipe 21, then in the interior welds U-board 29 of bayonet socket 211, ensure U-shaped
Plate 29 is overlapped with the center line of the first reinforced pipe 21.So will after the welding of U-board 29 and miscellaneous part, just can determine that first plus
The place plane of strong pipe 21.The U-board 29 is formed by rectangle steel plate bending, and compared to common rectangle steel plate, it is tied
Structure has higher intensity.Throat thickness is more than the steel reinforcing plate 11 of U-board 29 on the principal post 1, for raising and U-board
29 bonding strength.The U-board 29 of described one end of first reinforced pipe 21 is connected with reinforcing plate 11 by bolt 3, the connected mode
Worker is not only facilitated to carry out installation fixation, moreover it is possible to ensure to fix by face between the first reinforced pipe 21 and principal post 1, increase both it
Between contact area so that total has more preferable stabilized soil pavement.
As shown in figures 1 and 3, the other end of the first reinforced pipe 21 by U-board 29 and is carried on support tube 23
Telophragma 22 is connected by bolt 3, and the both ends of the support tube 23 are respectively welded on two adjacent principal posts 1.The support
Pipe 23 includes long tube 231, is arranged at the ring flange 232 of the end of long tube 231, the short tube being connected by ring flange 232 with long tube 231
233.The long tube 231 is round steel pipe, its one end is welded and fixed with principal post 1, other end welding flange 232 and extends
Outside disk 22, whole telophragma 22 is set to be carried on completely on long tube 231, to ensure the stability of telophragma 22.The short tube
233 be the round steel pipe with the same diameter of long tube 231, and its one end is welded with principal post 1, and the other end passes through ring flange 232 and long tube
231 connections, this connected mode can correct the position of telophragma 22 by adjusting the connection of short tube 233, whole so as to improve
The stability of individual structure and the difficulty for reducing installation.
As shown in Fig. 2 the telophragma 22 includes the supporting plate 221 being welded on long tube 231, the face of supporting plate 221
It is provided for what is be connected with the second reinforced pipe 24 on to the one side for connecting the second reinforced pipe 24 between abutting connection part 2
Fixed plate 222, opposite side set the limited block 223 being made up of the plate of two pieces of cruciform shapes being connected with support tube 23.It is described
The place plane of fixed plate 222 is mutually perpendicular to the place plane of supporting plate 221, makes the uniform force of telophragma 22.The limited block 223
Add longitudinal direction when supporting plate 221 is connected with support tube 23 and the intensity in transverse direction.
As shown in figure 1, the plane by being surrounded between four the second reinforced pipes 24 and by being enclosed between four support tubes 23
Into plane be parallel to each other, and because the plane is horizontal plane, the influence of structure wind-engaging power effect can be reduced.It is simultaneously described
First reinforced tube 25, adjacent two second reinforced pipes are set between the second reinforced pipe 24 and its principal post 1 closest to side
Second reinforced tube 26 is set between 24, is all respectively arranged on second reinforced pipe 24 and principal post 1 and the first reinforced tube 25
First stiffening plate 27 of connection, the second stiffening plate for being connected with the second reinforced tube 26 is also set up on second reinforced pipe 24
28, first stiffening plate 27 with the second stiffening plate 28 is in the same plane be connected to improve when structure stability.Institute
It is identical to state material all with the first reinforced pipe 21 of the second reinforced pipe 24, the first reinforced tube 25 and the second reinforced tube 26, structure, but
Length dimension is different, and all carries out bolt connection by U-board 29 and other plate bodys.Pass through the second reinforced pipe 24, first
The setting of the reinforced tube 26 of reinforced tube 25 and second, connection between connection member 2 is set to possess higher intensity, it is whole so as to improve
The strength and stability of individual segmented shaft tower unit.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, without departing from the technical principles of the invention, some improvements and modifications can also be made, these improvements and modifications
Also it should be regarded as protection scope of the present invention.
Claims (10)
1. a kind of high-strength combination formula shaft tower, including at least two segmented shaft tower unit, it is characterised in that：Described point
Segmentation shaft tower unit includes four and is used for assembled principal post（1）, adjacent two principal posts（1）Between connection member is set（2）, it is described
Connection member（2）Including at least more than two the first reinforced pipes for being used to reinforce connection（21）, for fixing the first reinforced pipe
（21）Telophragma（22）And for carrying telophragma（22）Support tube（23）, positioned at telophragma（22）The first of the same side
Reinforced pipe（21）, its one end all with telophragma（22）Connection, the other end respectively with principal post（1）Two ends connection.
A kind of 2. high-strength combination formula shaft tower according to claim 1, it is characterised in that：The support tube（23）Both ends
It is connected to two adjacent principal posts（1）On, the support tube（23）Including long tube（231）, it is arranged at long tube（231）End
Ring flange（232）, pass through ring flange（232）With long tube（231）The short tube of connection（233）.
A kind of 3. high-strength combination formula shaft tower according to claim 2, it is characterised in that：The long tube（231）Stretch out in
Telophragma（22）Pass through ring flange again outside（232）With short tube（233）Connection.
A kind of 4. high-strength combination formula shaft tower according to claim 1, it is characterised in that：Adjacent connection member（2）It
Between the second reinforced pipe is set（24）, by multiple second reinforced pipes（24）Between the plane that surrounds with by multiple support tubes（23）Between
The plane surrounded is parallel to each other.
A kind of 5. high-strength combination formula shaft tower according to claim 4, it is characterised in that：Second reinforced pipe（24）With
Its principal post closest to side（1）Between the first reinforced tube is set（25）；Adjacent two second reinforced pipes（24）Between set
Two reinforced tubes（26）.
A kind of 6. high-strength combination formula shaft tower according to claim 5, it is characterised in that：Second reinforced pipe（24）With
Principal post（1）On be all respectively arranged to and the first reinforced tube（25）First stiffening plate of connection（27）, second reinforced pipe
（24）On also set up for and the second reinforced tube（26）Second stiffening plate of connection（28）, first stiffening plate（27）With second
Stiffening plate（28）It is in the same plane.
A kind of 7. high-strength combination formula shaft tower according to claim 2, it is characterised in that：The telophragma（22）Including weldering
It is connected to long tube（231）On supporting plate（221）, the supporting plate（221）Towards the second reinforced pipe（24）One side on set use
In with the second reinforced pipe（24）The fixed plate of connection（222）, opposite side is set and support tube（23）The limited block of connection（223）.
A kind of 8. high-strength combination formula shaft tower according to claim 7, it is characterised in that：The limited block（223）By ten
Word X-shape two boards combine.
A kind of 9. high-strength combination formula shaft tower according to claim 1, it is characterised in that：First reinforced pipe（21）
Both ends open up bayonet socket（211）, the bayonet socket（211）Interior welding U-board（29）, the principal post（1）On for U-board（29）Connection
Position set reinforcing plate（11）, the reinforcing plate（11）Place plane and supporting plate（221）Place plane is parallel.
A kind of 10. high-strength combination formula shaft tower according to claim 9, it is characterised in that：The bayonet socket（211）It is arranged at
First reinforced pipe（21）The centre position of two ends, its depth are less than U-board（29）Length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720257390.XU CN206903334U (en) | 2017-03-16 | 2017-03-16 | A kind of high-strength combination formula shaft tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720257390.XU CN206903334U (en) | 2017-03-16 | 2017-03-16 | A kind of high-strength combination formula shaft tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206903334U true CN206903334U (en) | 2018-01-19 |
Family
ID=61294806
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720257390.XU Expired - Fee Related CN206903334U (en) | 2017-03-16 | 2017-03-16 | A kind of high-strength combination formula shaft tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206903334U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106801533A (en) * | 2017-03-16 | 2017-06-06 | 湖州飞剑杆塔制造有限公司 | A kind of high-strength combination formula shaft tower |
-
2017
- 2017-03-16 CN CN201720257390.XU patent/CN206903334U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106801533A (en) * | 2017-03-16 | 2017-06-06 | 湖州飞剑杆塔制造有限公司 | A kind of high-strength combination formula shaft 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180119 |