CN204703381U - Steel structure column - Google Patents
Steel structure column Download PDFInfo
- Publication number
- CN204703381U CN204703381U CN201420855665.6U CN201420855665U CN204703381U CN 204703381 U CN204703381 U CN 204703381U CN 201420855665 U CN201420855665 U CN 201420855665U CN 204703381 U CN204703381 U CN 204703381U
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- channel
- section steel
- steel
- stiffening device
- structure column
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Abstract
The utility model discloses a kind of steel structure column, comprise channel-section steel, be provided with stiffening device in described channel-section steel, described stiffening device two ends are fixedly connected with channel-section steel dual-side.The utility model adopts channel-section steel as upright post main, is fixedly connected with the stiffening device be only connected with dual-side, improves channel-section steel intensity, take resource few in the groove of channel-section steel, and do not affect and carry out other operation on channel-section steel, structural strength is high, and antiseismic ability is strong.
Description
Technical field
The utility model relates to steel structure column technical field, especially a kind of steel structure column.
Background technology
Steel strength is high, makes steel structure column be widely used in building trade, especially often uses in those large spans or super-high buildings.Existing steel structure column is mainly used for the beam column on building, and it mostly adopts " work " word structure, namely by two laterally flat board be main muscle up and down, middle longitudinal riser is support webs formation, and its flexural strength is very general.Therefore the in use easy flexural deformation of transverse slat of this " work " font beam column, the overall easily displacement of beam column, causes the instability of whole building.If think head it off, can be solved by the thickness adding steel plate, but this kind of method consumptive material first, separately then can increase the weight of the weight of monolithic architecture thing, bring pressure to ground.
Summary of the invention
The utility model is for the deficiencies in the prior art, and propose a kind of steel structure column, structure is ingenious, and intensity is high.
In order to realize above-mentioned utility model object, the utility model provides following technical scheme: a kind of steel structure column, comprises channel-section steel, is provided with stiffening device in described channel-section steel, and described stiffening device two ends are fixedly connected with channel-section steel dual-side.
Further, described stiffening device is floor, and the two ends of this floor are connected with steel channel beam side is vertical respectively.
Further, described floor two ends and steel channel beam side are for welding.
Compared with prior art, the utility model has the following advantages: adopt channel-section steel as upright post main, the stiffening device be only connected with dual-side is fixedly connected with in the groove of channel-section steel, improve channel-section steel intensity, take resource few, do not affect and carry out other operation on channel-section steel, structural strength is high, and antiseismic ability is strong.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model steel structure column;
Fig. 2 is the top view of Fig. 1.
Detailed description of the invention
Be described in detail the utility model below in conjunction with accompanying drawing, the description of this part is only exemplary and explanatory, should not have any restriction to protection domain of the present utility model.
A kind of steel structure column as illustrated in fig. 1 and 2, comprise channel-section steel 1, in the groove of channel-section steel 1, stiffening device is set, floor 2 as illustrated in the drawing, this floor 2 is tabular, two ends are fixedly connected with the dual-side of channel-section steel 1 respectively, and this floor 2 and dual-side are vertical setting, constitute the agent structure of steel structure column like this.
Stiffening device is added in channel-section steel 1, except floor 2, reinforcement bar can also be adopted, owing to being only fixedly connected with channel-section steel 1 dual-side, do not affect and carry out other operation on channel-section steel 1, and this stiffening device strengthens the intensity of channel-section steel 1, make it have identical structural strength with traditional square steel structural column, and overcome the not easy-operating shortcoming of square steel.
For making the bulk strength between stiffening device and channel-section steel 1, the two ends of the stiffening device being similar to floor 2 are welded on side.
The above is only preferred embodiment of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (3)
1. a steel structure column, is characterized in that: comprise channel-section steel, is provided with stiffening device in described channel-section steel, and described stiffening device two ends are fixedly connected with channel-section steel dual-side.
2. steel structure column as claimed in claim 1, it is characterized in that: described stiffening device is floor, the two ends of this floor are connected with steel channel beam side is vertical respectively.
3. steel structure column as claimed in claim 2, is characterized in that: described floor two ends and steel channel beam side are for welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420855665.6U CN204703381U (en) | 2014-12-30 | 2014-12-30 | Steel structure column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420855665.6U CN204703381U (en) | 2014-12-30 | 2014-12-30 | Steel structure column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204703381U true CN204703381U (en) | 2015-10-14 |
Family
ID=54283007
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420855665.6U Expired - Fee Related CN204703381U (en) | 2014-12-30 | 2014-12-30 | Steel structure column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204703381U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107956271A (en) * | 2017-11-30 | 2018-04-24 | 盐城新世杰科技有限公司 | A kind of steel structure column |
| CN108343835A (en) * | 2018-02-26 | 2018-07-31 | 泰州市新龙翔金属制品有限公司 | A kind of steady type channel steel |
-
2014
- 2014-12-30 CN CN201420855665.6U patent/CN204703381U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107956271A (en) * | 2017-11-30 | 2018-04-24 | 盐城新世杰科技有限公司 | A kind of steel structure column |
| CN108343835A (en) * | 2018-02-26 | 2018-07-31 | 泰州市新龙翔金属制品有限公司 | A kind of steady type channel steel |
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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: 20151014 Termination date: 20171230 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |