CN106801533A - A kind of high-strength combination formula shaft tower - Google Patents
A kind of high-strength combination formula shaft tower Download PDFInfo
- Publication number
- CN106801533A CN106801533A CN201710157402.6A CN201710157402A CN106801533A CN 106801533 A CN106801533 A CN 106801533A CN 201710157402 A CN201710157402 A CN 201710157402A CN 106801533 A CN106801533 A CN 106801533A
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- China
- Prior art keywords
- shaft tower
- reinforced
- connection
- tube
- combination formula
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
- E04H12/10—Truss-like structures
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Wind Motors (AREA)
Abstract
A kind of high-strength combination formula shaft tower, including at least two segmented shaft tower unit, each shaft tower unit includes that four are 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, telophragma and support tube for carrying telophragma for fixing the first reinforced pipe, positioned at first reinforced pipe of 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 carries out splicing installation after can facilitating shaft tower installation in advance in mountain area, and possess high intensity.
Description
Technical field
The present invention relates to power Transmission equipment, the high-strength combination formula shaft tower of extra-high voltage electric power is more particularly to conveyed.
Background technology
Originally the shaft tower installation difficulty of transport extra-high voltage electric power is big, and the time is long.Because shaft tower requirement is installed in no road
, it is necessary to each component for constituting shaft tower is first transported into specified location on the mountain ridge, splicing installation is then carried out by workman again.
There is transportation rod tower assembly difficulty greatly in this mode, the splicing of each component installs cumbersome, and because single component needs workman to exist
Height carries out splicing assembling in the air, for the problem that the intensity of whole shaft tower can affect.
A kind of iron tower for ultra-high voltage transmission that such as 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, suitable mountain area uses；Using comprehensive length tower
Leg, protects landform and the vegetation in mountain area, beneficial to environmental protection.But the iron tower component transport difficulty is big, component is cumbersome when installing, while
Because component is workman aerial separately installed in height, the intensity after shaft tower installation is caused easily to be affected.
The content of the invention
The technical problem to be solved
The purpose of the present invention is directed to the above mentioned problem existing for prior art, and spy provides a kind of high-strength combination formula shaft 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 at least two segmentation
Formula shaft tower unit, each shaft tower unit includes that four are used for assembled principal post, and connecting portion is set between adjacent two principal posts
Part, the connection member includes at least more than two for reinforcing the first reinforced pipes for connecting, for fixing the first reinforced pipe
Telophragma and the support tube for carrying telophragma, positioned at first reinforced pipe of telophragma the same side, its one end all with centre
Disk is connected, and the other end is connected with the two ends of principal post respectively.
Further, the two ends of the support tube are connected on two adjacent principal posts, and the support tube includes length
Pipe, is arranged at the ring flange of tube end long, the short tube being connected with long tube by ring flange.
Further, the long tube stretched out in and be connected with short tube by ring flange again outside telophragma, enables telophragma complete
Can be by adjusting the accuracy of short tube guarantee connection and improving the strong of whole support tube when being carried on long tube entirely, and installing
Degree.
Further, the second reinforced pipe is set between adjacent connection member, by what is surrounded between multiple second reinforced pipes
Plane and it is parallel to each other by the plane surrounded between multiple support tubes.
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, the first benefit being connected with the first reinforced tube is all respectively arranged on second reinforced pipe and principal post
Strong plate, also sets up the second stiffening plate for be connected with the second reinforced tube on second reinforced pipe, first stiffening plate and
Second stiffening plate is in the same plane.
Further, the telophragma includes being welded in supporting plate on long tube, and the supporting plate is towards 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, increases vertical when supporting plate is connected with support tube
To and transverse direction on intensity.
Further, the first reinforced pipe two ends open up welding U-board in bayonet socket, 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 preferably 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 during connection.
Beneficial effects of the present invention：
This shaft tower solves the installation question of extra-high voltage electric power shaft tower, and bar is made by way of being assembled after installing in advance
Tower installs become succinct in mountain area, quickly, without workman the separately installed shaft tower in mountain area high-altitude each component, and this shaft tower
Structural strength is high, beneficial to the influence that the various natural causes of reply are caused to shaft tower.
Brief description of the drawings
Fig. 1 is structural representation of the 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.
Specific 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, it is described
Segmented shaft tower unit includes that four are used for assembled principal post 1, and the principal post 1 is round steel pipe, is led between adjacent two principal posts 1
Connection member 2 is crossed to be attached.The connection member 2 includes four the first reinforced pipes 21 for being used to reinforce connection, described first
Reinforced pipe 21 is round steel pipe of the diameter less than the diameter of principal post 1, and its two ends opens up bayonet socket 211, and the bayonet socket 211 is strip
Shape, its position is located on the center line of the first reinforced pipe 21, then in the interior welds U-board 29 of bayonet socket 211, it is ensured that U-board 29
It is to be overlapped with the center line of the first reinforced pipe 21.After so by U-board 29 and miscellaneous part welding, the first reinforced pipe is just can determine that
21 place plane.The U-board 29 is formed by rectangle steel plate bending, compared to common rectangle steel plate, its structure tool
There is intensity higher.Throat thickness is more than the steel reinforcing plate 11 of U-board 29 on the principal post 1, for improving 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, and the connected mode is not only
Facilitating workman carries out installation fixation, moreover it is possible to ensure to be fixed by face between the first reinforced pipe 21 and principal post 1, and increase connects between the two
Contacting surface is accumulated, 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 passes through U-board 29 and is carried on support tube 23
Telophragma 22 is connected by bolt 3, and the two 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 with long tube 231 by ring flange 232
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 carried on completely on long tube 231, be used to ensure the stability of telophragma 22.The short tube
233 is 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 be by adjusting the connection of short tube 233 to correct the position of telophragma 22, so as to improve whole
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 the supporting plate 221
To for being provided for what is be connected with the second reinforced pipe 24 in the one side for connecting the second reinforced pipe 24 between abutting connection part 2
Fixed plate 222, opposite side sets 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
Increased 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 being enclosed by between four support tubes 23
Into plane be parallel to each other, and due to the plane be horizontal plane, can reduce the structure wind-engaging power effect influence.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, also sets up the second stiffening plate for being connected with the second reinforced tube 26 on second reinforced pipe 24
28, first stiffening plate 27 stability that is used to improve when being connected structure in the same plane with the second stiffening plate 28.Institute
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 identical, but
Length dimension is different, and all carries out bolt connection by U-board 29 and other plate bodys.By the second reinforced pipe 24, first
The setting of the reinforced tube 26 of reinforced tube 25 and second, connection possesses intensity higher between making connection member 2, whole so as to improve
The strength and stability of individual segmented shaft tower unit.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, on the premise of the technology of the present invention principle is not departed from, some improvements and modifications can also be made, these improvements and modifications
Also 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 that four are used for assembled principal post（1）, adjacent two principal posts（1）Between connection member is set（2）,
The connection member（2）Including at least more than two the first reinforced pipes for being used to reinforce connection（21）, for fixing the first reinforcement
Pipe（21）Telophragma（22）And for carrying telophragma（22）Support tube（23）, positioned at telophragma（22）The of the same side
One reinforced pipe（21）, its one end all with telophragma（22）Connection, the other end respectively with principal post（1）Two ends connection.
2. a kind of high-strength combination formula shaft tower according to claim 1, it is characterised in that：The support tube（23）Two 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）, by ring flange（232）With long tube（231）The short tube of connection（233）.
3. a kind of high-strength combination formula shaft tower according to claim 2, it is characterised in that：The long tube（231）Stretch out in
Telophragma（22）It is outer to pass through ring flange again（232）With short tube（233）Connection.
4. a kind of 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 for surrounding is parallel to each other.
5. a kind of 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）.
6. a kind of 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 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.
7. a kind of 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 set and support tube（23）The limited block of connection（223）.
8. a kind of 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 are combined.
9. a kind of high-strength combination formula shaft tower according to claim 1, it is characterised in that：First reinforced pipe（21）
Two 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.
10. a kind of 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 is less than U-board（29）Length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710157402.6A CN106801533A (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 |
|---|---|---|---|
| CN201710157402.6A CN106801533A (en) | 2017-03-16 | 2017-03-16 | A kind of high-strength combination formula shaft tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106801533A true CN106801533A (en) | 2017-06-06 |
Family
ID=58988023
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710157402.6A Pending CN106801533A (en) | 2017-03-16 | 2017-03-16 | A kind of high-strength combination formula shaft tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106801533A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004084438A (en) * | 2002-08-26 | 2004-03-18 | Fukumoto Kogyo Kk | Dehumidifying method available at the time of hermetically sealing steel pipe main pole member for steel tower structure |
| CN201649771U (en) * | 2010-08-18 | 2010-11-24 | 青岛汇金通电力设备有限公司 | Node structure for electric power tower |
| CN202090658U (en) * | 2010-12-30 | 2011-12-28 | 国家电网公司 | Insert plate used for node connection of steel tubular tower, steel tubular tower and nodes thereof |
| CN203569956U (en) * | 2013-10-15 | 2014-04-30 | 广州电力设计院 | Truss of transmission tower |
| CN204112828U (en) * | 2014-08-29 | 2015-01-21 | 国家电网公司 | A kind of connector of steel tube |
| CN206903334U (en) * | 2017-03-16 | 2018-01-19 | 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 CN201710157402.6A patent/CN106801533A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004084438A (en) * | 2002-08-26 | 2004-03-18 | Fukumoto Kogyo Kk | Dehumidifying method available at the time of hermetically sealing steel pipe main pole member for steel tower structure |
| CN201649771U (en) * | 2010-08-18 | 2010-11-24 | 青岛汇金通电力设备有限公司 | Node structure for electric power tower |
| CN202090658U (en) * | 2010-12-30 | 2011-12-28 | 国家电网公司 | Insert plate used for node connection of steel tubular tower, steel tubular tower and nodes thereof |
| CN203569956U (en) * | 2013-10-15 | 2014-04-30 | 广州电力设计院 | Truss of transmission tower |
| CN204112828U (en) * | 2014-08-29 | 2015-01-21 | 国家电网公司 | A kind of connector of steel tube |
| CN206903334U (en) * | 2017-03-16 | 2018-01-19 | 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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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170606 |
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| WD01 | Invention patent application deemed withdrawn after publication |