CN202000725U - Steel pipe support for contact network - Google Patents
Steel pipe support for contact network Download PDFInfo
- Publication number
- CN202000725U CN202000725U CN2011201255387U CN201120125538U CN202000725U CN 202000725 U CN202000725 U CN 202000725U CN 2011201255387 U CN2011201255387 U CN 2011201255387U CN 201120125538 U CN201120125538 U CN 201120125538U CN 202000725 U CN202000725 U CN 202000725U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- pipe body
- liner plate
- contact network
- thickness
- 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
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a steel pipe support for a contact network and relates to the technical field of the contact network. The inner wall of a steel pipe body is fixedly provided with at least one arc liner plate for improving the bearing capacity of the steel pipe body. The liner plate extends to the end part of the steel pipe body along the axis of the steel pipe body. The liner plate is closely attached to the inner wall of the steel pipe body. Therefore, by the design, the thickness of the steel pipe body can be less than the thickness of the steel pipe body in the prior art, steels are saved, the different positions of the steel pipe body can have different bearing capacities by the supporting effect of the liner plate, the positions with high stresses have large bearing capacities by the liner plate, the positions with small stresses have small bearing capacities, the steel pipe body is stressed more reasonably, the using effect is not influenced, and under the condition of the same stress of the contact network, compared with the prior art, fewer steels used by the liner plate and the steel pipe body are used.
Description
Technical field
The utility model relates to a kind of contact net technical field, relates in particular to a kind of contact net tubular steel post.
Background technology
The tubular steel post of present contact net normally by everywhere all the steel pipe of uniform thickness make, because the design feature of contact net decision, usually be subjected to the power of both direction on the tubular steel post, one is along circuit, one is horizontal path, the size of the power that is subjected on this both direction is different, when adopting the steel pipe of uniform thickness, the thickness of steel pipe must design according to the thickness of the described needs of power of its maximum of bearing, steel pipe bearing capacity everywhere is identical, can cause the thickness of steel pipe in stressed less place blocked up like this, cause waste.
Summary of the invention
Technical problem to be solved in the utility model is: a kind of contact net tubular steel post is provided, and it is reasonable in design, can reduce the thickness of tubular steel post, saves steel, and does not reduce its result of use.
For solving the problems of the technologies described above, the technical solution of the utility model is: a kind of contact net tubular steel post, comprise the steel pipe body, described steel pipe inner body wall is installed with at least one block of arc liner plate that is used to improve described steel pipe body bearing capacity, described liner plate extends to the end of described steel pipe body along the axis of described steel pipe body, and described liner plate is posted by the inwall of described steel pipe body.
As a kind of preferred version, described liner plate has two and be relatively arranged on the described steel pipe inner body wall.
As a kind of preferred version, described steel pipe body comprises two curved steel tube halfbodies that are fixed together.
After having adopted technique scheme, because described steel pipe inner body wall is installed with at least one block of arc liner plate that is used to improve described steel pipe body bearing capacity, because what the steel pipe body thickness can design is lower than the required thickness of its required maximum load capacity that bears greater than minimum bearing capacity desired thickness, so compared with prior art save steel, improve the bearing capacity of steel pipe body corresponding site by liner plate, make the stressed position that surpasses steel pipe body bearing capacity can sustain suffered maximum load capacity by the support of liner plate, the stressed bearing capacity at other position of steel pipe body less than the steel pipe body, therefore compared with prior art do not influence result of use, because described arc liner plate is posted by the inwall of described steel pipe body, therefore the circumferential total length of the described steel pipe inner body wall of described liner plate is less than the girth of described steel pipe body, can make the amount of the amount of liner plate and the two used steel of steel pipe body by reasonable computation less than steel used in the prior art, thereby saving steel, even according to actual conditions, thickness by appropriate design steel pipe body and liner plate, can be with same steel material, the bigger bearing capacity than tubular steel post of the prior art of maximum load capacity that the utility model can be carried is bigger, and the power that other position of steel pipe body is subjected to is no more than its bearing capacity, obtains better result of use.
Because setting up of contact net all is normalized, form is more unified, usually tubular steel post is stressed has only both direction, one is along line direction, therefore one is the horizontal path direction, and both direction is vertical, and described liner plate is set to two and be relatively arranged on the described steel pipe inner body wall, can conveniently design a large amount of production of being convenient to standardize like this.
Because described steel pipe body comprises two curved steel tube halfbodies that are fixed together, the manufacturing that can make things convenient for the steel pipe body is set so again.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the structural representation of the utility model embodiment;
Fig. 2 is along the sectional view of A-A direction among Fig. 1;
Among the figure: 1, the steel pipe body; 11, the steel pipe halfbody; 2, liner plate; 3, base plate; 4, gusset.
The specific embodiment
Shown in Fig. 1 and Fig. 2 are common, a kind of contact net tubular steel post, comprise steel pipe body 1, described steel pipe body 1 inwall is installed with at least one block of arc liner plate 2 that is used to improve described steel pipe body 1 bearing capacity, described liner plate 2 extends to the end of described steel pipe body 1 along the axis of described steel pipe body 1, described liner plate 2 is posted by the inwall of described steel pipe body 1, by shown in Figure 2, described liner plate 2 has two and be relatively arranged on described steel pipe body 1 inwall, described steel pipe body 1 comprises two curved steel tube halfbodies 11 that are fixed together, described two steel pipe halfbodies 11 are fixed by welding in together, for easily manufactured two steel pipe halfbodies, 11 shapes identical, its cross section is semi arch.
When making, at first to calculate according to the load that tubular steel post will bear, through calculating steel pipe body 1 needed thickness, and liner plate 2 needed thickness, length and width, by calculating steel pipe body 1 and liner plate 2 used steel are lacked compared to existing technology as far as possible, according to calculating good data to the blanking of straight slab plate, the straight slab plate of following honest material is bent into steel pipe halfbody 11 and the liner plate 2 that needs, two steel pipe halfbodies 11 match and can constitute a steel pipe body 1, its one side fits tightly with the intrados of steel pipe halfbody 11 behind liner plate 2 bending formings, being welded on the steel pipe halfbody 11 liner plate 2 then, each steel pipe halfbody 11 is corresponding to be welded with a liner plate 2, and when guaranteeing that 11 pairs of two steel pipe halfbodies are welded together, liner plate 2 position symmetries, processing is fairly simple like this, and it is more durable, after steel pipe body 1 is made, itself and base plate 3 are welded together, loading characteristic according to contact net, usually when base plate 3 is installed, make all being positioned on the contact net horizontal path direction of two liner plates 2, be welded with gusset 4 around steel pipe body 1 outer circumferential side, gusset 4 is with 1 firm being fixed on the base plate 3 of steel pipe body.
The utility model is not limited to above-mentioned concrete embodiment, and those of ordinary skill in the art is from above-mentioned design, and without performing creative labour, all conversion of having done all drop within the protection domain of the present utility model.
Claims (3)
1. contact net tubular steel post, comprise the steel pipe body, it is characterized in that: described steel pipe inner body wall is installed with at least one block of arc liner plate that is used to improve described steel pipe body bearing capacity, described liner plate extends to the end of described steel pipe body along the axis of described steel pipe body, and described liner plate is posted by the inwall of described steel pipe body.
2. contact net tubular steel post as claimed in claim 1 is characterized in that: described liner plate has two and be relatively arranged on the described steel pipe inner body wall.
3. contact net tubular steel post as claimed in claim 1 or 2 is characterized in that: described steel pipe body comprises two curved steel tube halfbodies that are fixed together.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011201255387U CN202000725U (en) | 2011-04-26 | 2011-04-26 | Steel pipe support for contact network |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011201255387U CN202000725U (en) | 2011-04-26 | 2011-04-26 | Steel pipe support for contact network |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202000725U true CN202000725U (en) | 2011-10-05 |
Family
ID=44703470
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011201255387U Expired - Fee Related CN202000725U (en) | 2011-04-26 | 2011-04-26 | Steel pipe support for contact network |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202000725U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105735728A (en) * | 2014-12-12 | 2016-07-06 | 国家电网公司 | Distribution circuit steel pipe and composite material mixing electric pole |
CN105909034A (en) * | 2016-06-15 | 2016-08-31 | 中铁工程设计咨询集团有限公司 | Airtight type anticorrosion contact net steel pipe strut and preparing method thereof |
-
2011
- 2011-04-26 CN CN2011201255387U patent/CN202000725U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105735728A (en) * | 2014-12-12 | 2016-07-06 | 国家电网公司 | Distribution circuit steel pipe and composite material mixing electric pole |
CN105909034A (en) * | 2016-06-15 | 2016-08-31 | 中铁工程设计咨询集团有限公司 | Airtight type anticorrosion contact net steel pipe strut and preparing method thereof |
CN105909034B (en) * | 2016-06-15 | 2019-02-15 | 中铁工程设计咨询集团有限公司 | Air hermetic preserved contact net tubular steel post and preparation method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202500078U (en) | A hollow steel tube cylindrical structure based on externally-installed stiffeners and externally-wrapped concrete | |
CN204052739U (en) | Make the adjustable locator of major diameter bridge pile foundation steel reinforcement cage | |
CN109707110A (en) | A kind of precast shear wall conversion layer embedded bar locating rack and construction method | |
CN202000725U (en) | Steel pipe support for contact network | |
CN203174645U (en) | Basement post-cast strip force transmission device | |
CN203742077U (en) | Concrete-filled thin-wall steel tube column with built-in steel bar trusses | |
CN103088950A (en) | Floor plate steel truss structure | |
CN105239700A (en) | Novel portal-frame steel-structural building exterior wall structure and mounting method of wall purlins | |
CN204662482U (en) | A kind of set shaped steel formwork for the board-like concrete component of thick large circle | |
CN203716495U (en) | Column-body formwork flat-iron type column hoop | |
CN203900346U (en) | Bracket device for manufacturing reinforcement cage | |
CN202926860U (en) | Long curved rod | |
CN201865229U (en) | Suspended ceiling reverse support | |
CN205077493U (en) | Steel sheet pile is strutted inside steel pipe and is supported telescopic joint | |
CN212715644U (en) | Steel construction truss girder node | |
CN204919883U (en) | Novel gate -type frame steel construction building external wall structure | |
CN209603390U (en) | A kind of precast shear wall conversion layer embedded bar locating rack | |
CN203393721U (en) | Inner support main purlin component | |
CN208501950U (en) | A kind of standard buckling restrained brace node embedded part | |
CN203334290U (en) | Supporting rod | |
CN201949917U (en) | Grid type polar plate for electric precipitation | |
CN201474093U (en) | Connector without welding nodes for steel-concrete combination structure | |
CN203905022U (en) | Corner connecting piece of foundation pit supporting structure | |
CN104264880A (en) | Floor slab structure allowing significant reduction of steel bars | |
CN221545291U (en) | Hoop type steel pipe support flat longitudinal connecting piece and steel pipe support |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111005 Termination date: 20150426 |
|
EXPY | Termination of patent right or utility model |