CN203603577U - Tower head structure of electric power tension-resistant iron tower - Google Patents
Tower head structure of electric power tension-resistant iron tower Download PDFInfo
- Publication number
- CN203603577U CN203603577U CN201320753617.1U CN201320753617U CN203603577U CN 203603577 U CN203603577 U CN 203603577U CN 201320753617 U CN201320753617 U CN 201320753617U CN 203603577 U CN203603577 U CN 203603577U
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- China
- Prior art keywords
- tower
- cross
- trunk
- head structure
- arm
- 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 - Lifetime
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract 6
- 229910052742 iron Inorganic materials 0.000 title claims abstract 3
- 239000000463 material Substances 0.000 claims abstract description 28
- 239000012212 insulator Substances 0.000 claims abstract description 12
- 229910052573 porcelain Inorganic materials 0.000 claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000012211 strain insulator Substances 0.000 description 11
- 239000000725 suspension Substances 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
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- Suspension Of Electric Lines Or Cables (AREA)
Abstract
一种电力耐张铁塔塔头结构，包括塔的躯杆、以及横置在躯杆上的若干根横担，每根横担包括两根水平向设置的主材，所述两根主材呈水平状平行设置，该两根主材的自由端分别由一根斜撑杆支撑，这些斜撑杆的另一端固定设置在所述主材下方的躯杆杆身上；所述两根主材之间由若干根横材连接成整体。本实用新型将吊杆横担改成斜撑杆结构的横担后，1、可降低最上部横担因设置吊杆所产生的那一段塔的躯杆高度。2、横担顶部为一个平面，采用柱式瓷绝缘子过线，使横担间距可相对缩小，从而有利于降低塔头高度，进而降低塔的总高。
A tower head structure of an electric tension-resistant iron tower, including a trunk of the tower and a plurality of cross arms placed horizontally on the trunk, each cross arm includes two horizontally arranged main materials, and the two main materials are in the form of Horizontally arranged in parallel, the free ends of the two main materials are respectively supported by a diagonal brace, and the other ends of these diagonal braces are fixed on the trunk shaft below the main material; The room is connected as a whole by several horizontal bars. After the utility model changes the cross arm of the suspender into the cross arm of the diagonal strut structure, 1, the height of the trunk bar of that section of the tower produced by the uppermost cross arm due to the setting of the suspender can be reduced. 2. The top of the cross-arm is a plane, and the column-type porcelain insulators are used to pass the line, so that the distance between the cross-arms can be relatively reduced, which is beneficial to reduce the height of the tower head, and then reduce the total height of the tower.
Description
Technical field
The utility model relates to a kind of transmission line of electricity facility electric power strain insulator steel tower, especially relates to a kind of tower head structure of electric power strain insulator steel tower.
Background technology
Electric power strain insulator steel tower comprises column foot, tower body and tower head three parts, and tower head is the important component part of transmission line of electricity, plays a part to support and trolley wire, guarantees that electric energy safe is transported to electrical network or user reliably.Before the utility model is made, because the cross-arm of electric power strain insulator steel tower adopts derrick type structure, be subject to upper strata cross-arm suspension rod effect of altitude, the vertical space that need take is relatively large, therefore, this steel tower claims under high condition identical exhaling, height overall increases relatively, and this is especially obvious concerning multiloop steel tower, and the increase of height overall, not only improve cost, returned design, construction etc. and brought a series of impacts.
Summary of the invention
For solving the problems of the technologies described above, the utility model aims to provide a kind of electric power strain insulator steel tower tower head structure of novel structure, use the strain insulator steel tower of this tower head structure, claim under high condition identical exhaling, its height overall is relatively low, thereby be conducive to reduce cost, eliminate design, construction and a series of problems relevant to height overall in use.
For achieving the above object, the utility model has adopted following technical scheme:
This electric power strain insulator steel tower tower head structure, comprise body bar and the horizontal some cross-arms on described body bar of tower, every cross-arm comprises that two levels are to the main material arranging, it is characterized in that: described two horizontal be arrangeding in parallel of main material, the free end of these two main materials is supported by a hound respectively, and the other end of these hounds is fixedly installed on the body club body of described main material below; Between described two main materials, connect into entirety by some horizontal materials.
As preferably, on the roof of described horizontal material, be fixed with column type porcelain insulator, this column type porcelain insulator is arranged on the middle part of the lateral symmetry line of described horizontal material roof, makes gravity be evenly distributed to cross-arm.
As preferably, between described main material and hound, be provided with many bracing pieces.
Beneficial effect: compared with prior art, the utility model makes suspension rod cross-arm into after the cross-arm of hound structure, 1, can reduce the body bar height of topmost cross-arm because of that section of tower suspension rod is set produces, be generally 1 meter of left and right.2, due to derrick type cross-arm, need to realize line by suspension string, therefore, upper and lower cross-arm spacing requires larger relatively, cause tower height to increase, and cross-arm of the present utility model top is a plane, adopt column type porcelain insulator to cross (jumping) line, make the cross-arm spacing can relative decrease, thereby be conducive to reduce tower head height, and then reduce the height overall of tower.
Below in conjunction with accompanying drawing, by an embodiment, the invention will be further described.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of an embodiment of the utility model.
Fig. 2 is that the K of local cross-arm in Fig. 1 is to structural representation.
Fig. 3 is that in Fig. 1, H is to structural representation, and this figure has only drawn outermost structure.
In figure: column foot 1, tower body 2, tower head 3, cross-arm 31, main material 311, hound 312, bracing piece 313, horizontal material 3111, strain insulator-string 4, column type porcelain insulator 41, strain insulator wire jumper 5.
The specific embodiment
Referring to Fig. 1.This strain insulator steel tower comprises column foot 1, tower body 2 and tower head 3.From top to bottom, have four horizontal cross-arms 31 on tower head 3, every cross-arm 31 is by main material 311, hound 312, bracing piece 313, and some horizontal material 3111(are referring to Fig. 2 and Fig. 3) form.Strain insulator-string 4, the column type porcelain insulator 41 of varying number are set respectively on cross-arm 31 different in size.
Referring to Fig. 2, Fig. 3.Strain insulator-string 4 is separately positioned on the both sides of horizontal material 3111 through junction plate, column type porcelain insulator 41 is arranged on the roof of horizontal material 3111, and while specifically enforcement, this column type porcelain insulator 41 is preferably disposed on the middle part of the lateral symmetry line of horizontal material 3111 roofs.Line was realized on the top of the translateral strain insulator-string 4 of strain insulator wire jumper 5 and column type porcelain insulator 41.
The utility model main innovate point is: changing suspension rod is that the fixing main material 311 of hound 312, employing column type porcelain insulator 41 were realized line.Thereby realize the object that reduces tower height overall.
Above-described embodiment is only for explaining of the present invention opening one's minds, and any simple deformation structure that is subject to its inspiration and make, all should include protection scope of the present invention in.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320753617.1U CN203603577U (en) | 2013-11-26 | 2013-11-26 | Tower head structure of electric power tension-resistant iron tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320753617.1U CN203603577U (en) | 2013-11-26 | 2013-11-26 | Tower head structure of electric power tension-resistant iron tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203603577U true CN203603577U (en) | 2014-05-21 |
Family
ID=50716257
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320753617.1U Expired - Lifetime CN203603577U (en) | 2013-11-26 | 2013-11-26 | Tower head structure of electric power tension-resistant iron tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203603577U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669972A (en) * | 2013-11-26 | 2014-03-26 | 国家电网公司 | Tower head structure of electricity strain tower |
-
2013
- 2013-11-26 CN CN201320753617.1U patent/CN203603577U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669972A (en) * | 2013-11-26 | 2014-03-26 | 国家电网公司 | Tower head structure of electricity strain tower |
| CN103669972B (en) * | 2013-11-26 | 2016-02-10 | 国家电网公司 | A kind of tower head structure of electricity strain tower |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140521 Effective date of abandoning: 20160210 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |