CN204266379U - For the angle steel tie rod syndeton of Industrial Steel structural construction - Google Patents
For the angle steel tie rod syndeton of Industrial Steel structural construction Download PDFInfo
- Publication number
- CN204266379U CN204266379U CN201420617480.1U CN201420617480U CN204266379U CN 204266379 U CN204266379 U CN 204266379U CN 201420617480 U CN201420617480 U CN 201420617480U CN 204266379 U CN204266379 U CN 204266379U
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- CN
- China
- Prior art keywords
- tie rod
- angle steel
- angle
- steel tie
- wingceltis
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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.)
- Expired - Fee Related
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Abstract
The utility model is provided for the angle steel tie rod syndeton of Industrial Steel structural construction, comprise angle steel tie rod, wingceltis bar, angle steel tie rod is provided with overhanging limb angle, wingceltis bar is provided with wingceltis cylindrical void, and overhanging limb angle is through wingceltis cylindrical void, and bending 120 ° is fixedly connected with, the specification of angle steel tie rod is L40x1.8, the two ends of angle steel tie rod are provided with corner cut, and corner cut is of a size of 15x50mm, and overhanging limb angle is of a size of 25x50mm.The angle steel tie rod syndeton of the utility model design, globality is strong, reliability is high, consumption material is few, processing and fabricating is convenient, and cost of transportation is low, and installation effectiveness is high, instead of the connected mode of traditional tie rod and strut, the connection of wingceltis bar and tie rod connected node in Industrial Steel structural construction can be widely used in.
Description
Technical field
The utility model relates to the connection of wingceltis bar and tie rod connected node in Industrial Steel structural construction, is specifically related to the angle steel tie rod syndeton for Industrial Steel structural construction.
Background technology
Along with steel building is in a large amount of rises of China, single multilayer Industrial Steel structural construction is high with its intensity, from heavy and light, the series of advantages such as anti-seismic performance is good, speed of application is fast, industrialization degree is high, good looking appearance, environmental protection is more and more subject to the attention of various places government, large-scale steel structure company and each industrial trade.And in single multi-storey steel structure industrial construction engineering, roofing often adopts light-steel roofing as roof system, in roofing aggregated(particle) structure, whether being firmly connected and fixed of purlin become roofing key.The connection of purlin whether firmly between purlin tie rod serve critical effect, between purlin, tie rod plays as connecting rod and purlin and purlin is coupled together the effect strengthening purlin resistance to overturning.Whether the cross section of tie rod is selected with type of attachment proper, to globality and the reliability of bonding multilayer Industrial Steel structural construction, to quality and the progress of making and installation, has direct impact to whole construction period and cost.
In engineering in the past, tie rod connected node, generally traditional way adopts 12 round steel to connect, and round steel termination 100mm scope Nei Kaisi also arranges 2 12 nuts and packing ring, and traditional tie rod connected node but exists following shortcoming:
1, traditional need are purchased 12 round steel materials and are carried out processing and fabricating, and round steel termination 100mm scope domestic demand is opened silk and arranged 2 12 nuts and packing ring, and processing is comparatively complicated;
2, because raw material do not carry out zinc-plated, in order to prevent corrosion after completion of processing, need carry out zinc-plated, the later stage, zinc-plated cost was higher;
3, traditional tie rod is installed and is connected complexity, and installation effectiveness is low;
4, roofing edge also need to arrange tie rod and strut with the use of, increase cost.
Utility model content
The purpose of this utility model is the angle steel tie rod syndeton being provided for Industrial Steel structural construction, and meet globality strong, reliability is high, consumes material few, and processing and fabricating is convenient, and cost of transportation is low, the requirement that installation effectiveness is high.
In order to realize above object, the utility model is provided for the angle steel tie rod syndeton of Industrial Steel structural construction, comprise angle steel tie rod, wingceltis bar, improvements of the present utility model are, angle steel tie rod is provided with overhanging limb angle, wingceltis bar is provided with wingceltis cylindrical void, and overhanging limb angle is through wingceltis cylindrical void, and bending 120 ° is fixedly connected with.
Further, the specification of angle steel tie rod is L40x1.8, and the two ends of angle steel tie rod are provided with corner cut.
Further, corner cut is of a size of 15x50mm.
Further, overhanging limb angle is of a size of 25x50mm.
The angle steel tie rod syndeton of the utility model design, by tie rod two ends are arranged overhanging limb angle, through the wingceltis cylindrical void on wingceltis bar, and bending is fixed, improve the globality of structure, reliability is high, consumes material few, and processing and fabricating is convenient, cost of transportation is low, installation effectiveness is high, instead of the connected mode of traditional tie rod and strut, can be widely used in the connection of wingceltis bar and tie rod connected node in Industrial Steel structural construction.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the syndeton schematic diagram of angle steel tie rod and wingceltis bar;
Fig. 2 is the structural representation of angle steel tie rod.
Detailed description of the invention
The utility model is provided for the angle steel tie rod syndeton of Industrial Steel structural construction, and meet globality strong, reliability is high, consumes material few, and processing and fabricating is convenient, and cost of transportation is low, the requirement that installation effectiveness is high.
Below in conjunction with the accompanying drawing in the utility model, be clearly and completely described the technical scheme in the utility model, obviously, described is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, the every other embodiment that those of ordinary skill in the art obtain under the prerequisite of not making creative work, all belongs to the scope of the utility model protection.
Composition graphs 1, Fig. 2, for the angle steel tie rod syndeton of Industrial Steel structural construction, comprise angle steel tie rod 2, wingceltis bar 1, angle steel tie rod is provided with overhanging limb angle, and overhanging limb angle 3 is of a size of 25x50mm; Wingceltis bar 1 is provided with wingceltis cylindrical void (not shown), and overhanging limb angle 3 is through wingceltis cylindrical void, and bending 120 ° is fixedly connected with, and the specification of angle steel tie rod 2 is L40x1.8, and the two ends of angle steel tie rod are provided with corner cut 21, and corner cut is of a size of 15x50mm.
In factory, during concrete operations, first carry out smooth, cutting section to roll bending, opening corner cut 21 is pressed as L40x1.8 angle steel tie rod to plate, then carries out 120 degree of bendings to overhanging limb angle 3 after cutting.
Known by describing above, the angle steel tie rod syndeton of the utility model design, by arranging overhanging limb angle by tie rod two ends, through the wingceltis cylindrical void on wingceltis bar, and bending is fixed, improve the globality of structure, reliability is high, consumption material is few, processing and fabricating is convenient, and cost of transportation is low, and installation effectiveness is high, instead of the connected mode of traditional tie rod and strut, the connection of wingceltis bar and tie rod connected node in Industrial Steel structural construction can be widely used in.
Above content is in conjunction with concrete preferred embodiment further detailed description of the utility model, can not assert that concrete enforcement of the present utility model is confined to these explanations.For the utility model person of an ordinary skill in the technical field, without departing from the concept of the premise utility, some simple deduction or replace can also be made, all should be considered as belonging to protection domain of the present utility model.
Claims (4)
1. for the angle steel tie rod syndeton of Industrial Steel structural construction, comprise angle steel tie rod, wingceltis bar, it is characterized in that, angle steel tie rod is provided with overhanging limb angle, and wingceltis bar is provided with wingceltis cylindrical void, and overhanging limb angle is through wingceltis cylindrical void, and bending 120 ° is fixedly connected with.
2. the angle steel tie rod syndeton for Industrial Steel structural construction according to claim 1, is characterized in that, the specification of angle steel tie rod is L40x1.8, and the two ends of angle steel tie rod are provided with corner cut.
3. the angle steel tie rod syndeton for Industrial Steel structural construction according to claim 2, it is characterized in that, corner cut is of a size of 15x50mm.
4. the angle steel tie rod syndeton for Industrial Steel structural construction according to claim 1, it is characterized in that, overhanging limb angle is of a size of 25x50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420617480.1U CN204266379U (en) | 2014-10-24 | 2014-10-24 | For the angle steel tie rod syndeton of Industrial Steel structural construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420617480.1U CN204266379U (en) | 2014-10-24 | 2014-10-24 | For the angle steel tie rod syndeton of Industrial Steel structural construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204266379U true CN204266379U (en) | 2015-04-15 |
Family
ID=52801251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420617480.1U Expired - Fee Related CN204266379U (en) | 2014-10-24 | 2014-10-24 | For the angle steel tie rod syndeton of Industrial Steel structural construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204266379U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965060A (en) * | 2016-10-19 | 2018-04-27 | 北京清华同衡规划设计研究院有限公司 | Tie rod connection component between purlin |
-
2014
- 2014-10-24 CN CN201420617480.1U patent/CN204266379U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965060A (en) * | 2016-10-19 | 2018-04-27 | 北京清华同衡规划设计研究院有限公司 | Tie rod connection component between purlin |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150415 Termination date: 20211024 |