CN204645256U - A kind of steel structure girder supports - Google Patents
A kind of steel structure girder supports Download PDFInfo
- Publication number
- CN204645256U CN204645256U CN201520286464.3U CN201520286464U CN204645256U CN 204645256 U CN204645256 U CN 204645256U CN 201520286464 U CN201520286464 U CN 201520286464U CN 204645256 U CN204645256 U CN 204645256U
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- CN
- China
- Prior art keywords
- crossbeam
- vertical beam
- steel structure
- floor
- stay tube
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Abstract
The utility model discloses a kind of steel structure girder to support, comprise girder construction and reinforcing section, described girder construction comprises crossbeam and vertical beam, described crossbeam and vertical beam are that vertical mode is arranged, one end of described crossbeam is arranged on the centre position of vertical beam, described reinforcing section is by adjustable supporting stay tube, bolt, nut, floor and screw composition, described screw is opened in the centre position of crossbeam and vertical beam, described nut is placed on bolt, described adjustable supporting stay tube to be arranged on crossbeam and oblique pull at the upper end position of vertical beam, described floor is placed in the position that crossbeam and vertical beam join, compared with prior art, the utility model is by installing in one end of crossbeam and vertical beam intersection location the moment of flexure that floor reduces crossbeam, in addition the moment of flexure that adjustable supporting stay tube reduces crossbeam is further installed in upper end, in use can save steel use amount, be convenient to install, structure is simple, safe and reliable.
Description
Technical field
The utility model is that a kind of steel structure girder supports, and belongs to steel structure connection technical field.
Background technology
In prior art, steel work is the structure primarily of steel material composition, is one of main building construction types.The component such as girder steel, steel column, the steel truss composition that structure is made primarily of shaped steel and steel plate etc., adopts weld seam, bolt or rivet interlacement between each component or parts usually.Because its deadweight is lighter, and easy construction, be widely used in large parking lot, the fields such as large-scale canopy, awning and large hotel anteporch, connection between steel structure girder is the key factor ensureing steel structure frame resistance to overturning and safety, the connection between traditional steel work, and node is a lot of each other, cause enabling capabilities not to be very stable relatively, there is certain potential safety hazard.
Utility model content
For the deficiency that prior art exists, the utility model object is to provide a kind of steel structure girder and supports, the utility model, by installing in one end of crossbeam and vertical beam intersection location the moment of flexure that floor reduces crossbeam, is installed the moment of flexure that adjustable supporting stay tube reduces crossbeam further in addition, in use can be saved steel use amount in upper end, the problem proposed in background technology is solved by said method, the utility model is easy to use, is convenient to install, and structure is simple, safe and reliable, time saving and energy saving.
To achieve these goals, the utility model realizes by the following technical solutions: a kind of steel structure girder supports, comprise girder construction and reinforcing section, described girder construction comprises crossbeam and vertical beam, described crossbeam and vertical beam are that vertical mode is arranged, one end of described crossbeam is arranged on the centre position of vertical beam, described reinforcing section is by adjustable supporting stay tube, bolt, nut, floor and screw composition, described screw is opened in the centre position of crossbeam and vertical beam, described nut is placed on bolt, described adjustable supporting stay tube to be arranged on crossbeam and oblique pull at the upper end position of vertical beam, described floor is placed in the position that crossbeam and vertical beam join.
Further, described floor is arranged on by the mode of welding the position that crossbeam and vertical beam join.
Further, described adjustable supporting stay tube be bolted together.
Further, described crossbeam is fixed together by the mode of welding with vertical beam.
Further, the direction that described screw is offered is perpendicular to the plane of crossbeam and vertical beam.
Further, described crossbeam and vertical beam are all adopt H steel.
The beneficial effects of the utility model: a kind of steel structure girder of the present utility model supports, by installing in one end of crossbeam and vertical beam intersection location the moment of flexure that floor reduces crossbeam, in addition the moment of flexure that adjustable supporting stay tube reduces crossbeam is further installed in upper end, in use can save steel use amount, and structure is simple, safe and reliable.
Accompanying drawing explanation
Fig. 1 is the structural representation that a kind of steel structure girder of the utility model supports;
Fig. 2 is the plan structure schematic diagram that a kind of steel structure girder of the utility model supports;
In figure: 1-vertical beam, 2-adjustable supporting stay tube, 3-bolt, 4-crossbeam, 5-nut, 6-floor, 7-screw.
Detailed description of the invention
The technological means realized for making the utility model, creation characteristic, reaching object and effect is easy to understand, below in conjunction with detailed description of the invention, setting forth the utility model further.
Refer to Fig. 1 and Fig. 2, the utility model provides a kind of technical scheme: a kind of steel structure girder supports, comprise girder construction and reinforcing section, girder construction comprises crossbeam 4 and vertical beam 1, crossbeam 4 is arranged in vertical mode with vertical beam 1, one end of crossbeam 4 is arranged on the centre position of vertical beam 1, reinforcing section is by adjustable supporting stay tube 2, bolt 3, nut 5, floor 6 and screw 7 form, screw 7 is opened in the centre position of crossbeam 4 and vertical beam 1, nut 5 is placed on bolt 3, adjustable supporting stay tube 2 to be arranged on crossbeam 4 and oblique pull at the upper end position of vertical beam 1, the adjustment to crossbeam 4 can be realized by adjustable supporting stay tube 2, floor 6 is placed in the position that crossbeam 4 joins with vertical beam 1, floor 6 is arranged on by the mode of welding the position that crossbeam 4 joins with vertical beam 1, the moment of flexure of crossbeam 4 is reduced by this measure, adjustable supporting stay tube 2 and bolt 3 link together, crossbeam 4 is fixed together by the mode of welding with vertical beam 1, the direction that screw 7 is offered is perpendicular to the plane of crossbeam 4 and vertical beam 1, crossbeam 4 and vertical beam 1 are all adopt H steel.
Concrete mode of occupation: when installed, by crossbeam 4 and vertical beam 1 are welded together in a vertical manner, the upper end of vertical beam 1 and crossbeam 4 drill through screw, bolt 3 is fixed by nut 5, weld floor 6 at crossbeam 4 with the lower end of vertical beam 1 welding position in addition, moment of flexure is reduced by floor 6, finally, then be connected with bolt 3 by adjustable supporting stay tube 2, finally, under the effect of adjustable supporting stay tube 2 pulling force, reduce the moment of flexure of crossbeam 4 further.
More than show and describe general principle of the present utility model and principal character and advantage of the present utility model, to those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, the utility model can be realized in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
In addition, be to be understood that, although this manual is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (6)
1. a steel structure girder supports, comprise girder construction and reinforcing section, it is characterized in that: described girder construction comprises crossbeam and vertical beam, described crossbeam and vertical beam are that vertical mode is arranged, one end of described crossbeam is arranged on the centre position of vertical beam, described reinforcing section is by adjustable supporting stay tube, bolt, nut, floor and screw composition, described screw is opened in the centre position of crossbeam and vertical beam, described nut is placed on bolt, described adjustable supporting stay tube to be arranged on crossbeam and oblique pull at the upper end position of vertical beam, described floor is placed in the position that crossbeam and vertical beam join.
2. steel structure girder according to claim 1 supports, and it is characterized in that: described floor is arranged on by the mode of welding the position that crossbeam and vertical beam join.
3. steel structure girder according to claim 1 supports, and it is characterized in that: described adjustable supporting stay tube be bolted together.
4. steel structure girder according to claim 1 supports, and it is characterized in that: described crossbeam is fixed together by the mode of welding with vertical beam.
5. steel structure girder according to claim 1 supports, and it is characterized in that: the direction that described screw is offered is perpendicular to the plane of crossbeam and vertical beam.
6. steel structure girder according to claim 1 supports, and it is characterized in that: described crossbeam and vertical beam are all adopt H steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520286464.3U CN204645256U (en) | 2015-05-05 | 2015-05-05 | A kind of steel structure girder supports |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520286464.3U CN204645256U (en) | 2015-05-05 | 2015-05-05 | A kind of steel structure girder supports |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204645256U true CN204645256U (en) | 2015-09-16 |
Family
ID=54098014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520286464.3U Expired - Fee Related CN204645256U (en) | 2015-05-05 | 2015-05-05 | A kind of steel structure girder supports |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204645256U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622510A (en) * | 2020-06-02 | 2020-09-04 | 松菱重工(溧阳)有限公司 | Installation method of ultra-large steel structure |
-
2015
- 2015-05-05 CN CN201520286464.3U patent/CN204645256U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622510A (en) * | 2020-06-02 | 2020-09-04 | 松菱重工(溧阳)有限公司 | Installation method of ultra-large steel structure |
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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 |
Granted publication date: 20150916 Termination date: 20210505 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |