CN203284967U - Novel steel structural beam - Google Patents
Novel steel structural beam Download PDFInfo
- Publication number
- CN203284967U CN203284967U CN2013202084892U CN201320208489U CN203284967U CN 203284967 U CN203284967 U CN 203284967U CN 2013202084892 U CN2013202084892 U CN 2013202084892U CN 201320208489 U CN201320208489 U CN 201320208489U CN 203284967 U CN203284967 U CN 203284967U
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- reinforcing plate
- structural beam
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Abstract
The utility model discloses a novel steel structural beam which comprises two pieces of C-shaped steel, a reinforcing plate and fixed plates; the two pieces of C-shaped steel are arranged back to back; groove mouths of the two pieces of C-shaped steel face to the outer side; the reinforcing plate is arranged between the two pieces of C-shaped steel; the two pieces of C-shaped steel and the reinforcing plate are fixedly connected through bolts; the fixed plates are arranged at the upper ends and the lower ends of the two pieces of C-shaped steel. According to the steel structural beam provided by the utility model, the two pieces of C-shaped steel are fixedly connected, and the reinforcing plate and the fixed plates are additionally arranged, so that the strength of a face plate is improved greatly, and the bending resistance, the torsion resistance and the bearing capacity are enhanced; besides, the shock-proof effect can be achieved effectively by additionally arranging a shock-absorbing cushion.
Description
Technical field
The utility model belongs to the steel building technical field, relates in particular to a kind of new steel structure beam.
Background technology
In recent years, the superiority of steel house more and more is familiar with by people, and becomes gradually the house technology through focus.At present, mostly adopt channel-section steel, i iron, all steel plate-girder, the U-shaped beam of plate muscle etc. in the steel building construction, the channel-section steel girder steel has the up and down horizontal sides, resistance to compression, bending resistance are effective, and certain twisting resistance is arranged, and intensity is high, crossbeam is not easily broken, but channel-section steel is when heavy duty is frequent, the as easy as rolling off a log pressure break of panel; In addition, other existing girder steels are all a little less than in various degree resistance to compression, bending resistance and twisting resistance, and crossbeam or panel easily break, and impact is used.
Summary of the invention
In order to overcome problems of the prior art, the purpose of this utility model is to provide a kind of bending resistance, the new steel structure beam that antitorque and load bearing effect is good.
In order to realize the foregoing invention purpose, the utility model adopts technical scheme as described below:
A kind of new steel structure beam, comprise two C shaped steel, stiffener and fixed heads, two C shaped steel are back to setting, the notch of two C shaped steel all toward the outer side, described stiffener is arranged between two C shaped steel, be bolted to connection together between two C shaped steel and stiffener, the top and bottom of two C shaped steel are provided with fixed head.
Further, be bolted to connection between described fixed head and two C shaped steel.
Further, be equipped with buffer layer between the upper and lower end of described two C shaped steel and fixed head.
, owing to adopting technique scheme, the utlity model has following superiority:
Steel structure girder of the present utility model is fixedly connected with two C shaped steel, and, by setting up stiffener and fixed head, has greatly improved the intensity of panel, has strengthened bending resistance, antitorque and weight capacity; In addition,, by setting up the buffer layer pad, can effectively play anti seismic efficiency.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the lateral view of Fig. 1;
In figure: 1-C shaped steel; The 2-fixed head; The 3-buffer layer; The 4-bolt; The 5-stiffener.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is described in further detail.
In conjunction with Fig. 1 and Fig. 2, a kind of new steel structure beam, comprise two C shaped steel 1, stiffener 5 and fixed head 3, two C shaped steel 1 are back to setting, the notch of two C shaped steel 1 all toward the outer side, described stiffener 5 is arranged between two C shaped steel 1, is fixed together by bolt 4 between two C shaped steel 1 and stiffener 5, and the top and bottom of two C shaped steel 1 are provided with fixed head 2.
Between described fixed head 2 and two C shaped steel 1 by bolt or be welded and fixed and be connected.
Be equipped with buffer layer 3 between the upper and lower end of described two C shaped steel and fixed head 2, be conducive to improve anti seismic efficiency.
Steel structure girder of the present utility model is fixedly connected with two C shaped steel, and, by setting up stiffener and fixed head, has greatly improved the intensity of panel, has strengthened bending resistance, antitorque and weight capacity; In addition,, by setting up the buffer layer pad, can effectively play anti seismic efficiency.
Claims (3)
1. new steel structure beam, it is characterized in that: comprise two C shaped steel (1), stiffener (5) and fixed head (2), two C shaped steel are back to setting, the notch of two C shaped steel (1) all toward the outer side, described stiffener (5) is arranged between two C shaped steel, be fixed together by bolt (4) between two C shaped steel and stiffener, the top and bottom of two C shaped steel are provided with fixed head (2).
2. new steel structure beam according to claim 1, is characterized in that: be bolted to connection between described fixed head (2) and two C shaped steel (1).
3. new steel structure beam according to claim 1, is characterized in that: be equipped with buffer layer (3) between the upper and lower end of described two C shaped steel (1) and fixed head (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202084892U CN203284967U (en) | 2013-04-23 | 2013-04-23 | Novel steel structural beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202084892U CN203284967U (en) | 2013-04-23 | 2013-04-23 | Novel steel structural beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203284967U true CN203284967U (en) | 2013-11-13 |
Family
ID=49541338
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202084892U Expired - Fee Related CN203284967U (en) | 2013-04-23 | 2013-04-23 | Novel steel structural beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203284967U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060206A (en) * | 2017-05-03 | 2017-08-18 | 上海闵轩钢结构工程有限公司 | A kind of steel structure girder |
| CN113668698A (en) * | 2021-07-16 | 2021-11-19 | 齐珊珊 | Double-layer steel structure with anti-torsion function |
-
2013
- 2013-04-23 CN CN2013202084892U patent/CN203284967U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060206A (en) * | 2017-05-03 | 2017-08-18 | 上海闵轩钢结构工程有限公司 | A kind of steel structure girder |
| CN113668698A (en) * | 2021-07-16 | 2021-11-19 | 齐珊珊 | Double-layer steel structure with anti-torsion function |
| CN113668698B (en) * | 2021-07-16 | 2022-11-22 | 湖北欧本钢结构有限公司 | Double-layer steel structure with anti-torsion function |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 471132 airport industrial zone, Macheng Town, Luoyang, Henan, Mengjin Patentee after: Hang Gang steel (Henan) Co., Ltd. Address before: 471132 Airport Industrial Park, Mengjin County, Henan, Luoyang Patentee before: Henan Hangxiao Steel Structure Co., Ltd. |
|
| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131113 Termination date: 20180423 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |