CN205153312U - Improvement type i -shaped steel structure column - Google Patents
Improvement type i -shaped steel structure column Download PDFInfo
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- CN205153312U CN205153312U CN201520987466.5U CN201520987466U CN205153312U CN 205153312 U CN205153312 U CN 205153312U CN 201520987466 U CN201520987466 U CN 201520987466U CN 205153312 U CN205153312 U CN 205153312U
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- assistant reinforcement
- column cap
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- steel
- column
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Abstract
The utility model discloses an improvement type i -shaped steel structure column, be I -shaped U -steel body including the cross section U -steel body's top is equipped with the column cap the column cap with be equipped with the assistant reinforcement body, the 2nd assistant reinforcement body and the 3rd assistant reinforcement body between the steel bay body, the assistant reinforcement body sets up U -steel body outside limit with between the column cap bottom face, the 2nd assistant reinforcement body sets up in the U -steel body side with between the column cap bottom face, the 3rd assistant reinforcement body is t -shaped plate, connect respectively in the U -steel body both sides side and the column cap bottom face, the utility model discloses can solve not enough among the prior art, carry out reasonable layout setting, increase the structural strength between column cap and the U -steel body, form evenly distributed's enhancement dynamics, prolong holistic life.
Description
Technical field
The utility model relates to long strands field, especially relates to a kind of modified form drum 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 this " work " font beam column in use column cap part is stressed excessive, 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, another then the weight of monolithic architecture thing can be increased the weight of, bring pressure to ground, and China Patent No. is ZL201420855665.6 proposes improvement at this point, but the applicant thinks this structure Shortcomings, need to be improved, to meet better structural strength.
Utility model content
The purpose of this utility model is to provide a kind of modified form drum steel structure column, can deficiency of the prior art be solved, carry out rational layout setting, increase the structural strength between column cap and channel-section steel body, form equally distributed reinforcement dynamics, extend overall application life.
Modified form drum steel structure column, it is characterized in that: comprising cross section is I-shaped channel-section steel body, column cap is provided with on the top of described channel-section steel body, the first assistant reinforcement body is provided with between described column cap and described steel tank body, second assistant reinforcement body and the 3rd assistant reinforcement body, described first assistant reinforcement body is arranged between the external side of described channel-section steel and described column cap bottom face, described second assistant reinforcement body is arranged between described channel-section steel body inner side edge and described column cap bottom face, described 3rd assistant reinforcement body is T-shaped plate, connect channel-section steel body both sides inner side edge and described column cap bottom face respectively.
Do further preferably the utility model, the described first outer side edges strengthening auxiliary body is arc-shaped side.
Do further preferably the utility model, the described second outer side edges strengthening auxiliary body is arc-shaped side.
Do further preferably the utility model, the described second width strengthening auxiliary body is greater than the width that described first strengthens auxiliary body.
Do further preferably the utility model, the both sides inner side edge of described channel-section steel body is provided with floor, and described floor is for being obliquely installed, and its angle of inclination is 5-25 degree.This structure can increase transversary intensity on channel-section steel body and firmness, and then improves the structural strength of whole steel structure column, postpones application life.
Compared with prior art, the utility model has following beneficial effect:
It is I-shaped channel-section steel body that the utility model comprises cross section, column cap is provided with on the top of described channel-section steel body, the first assistant reinforcement body is provided with between described column cap and described steel tank body, second assistant reinforcement body and the 3rd assistant reinforcement body, described first assistant reinforcement body is arranged between the external side of described channel-section steel and described column cap bottom face, described second assistant reinforcement body is arranged between described channel-section steel body inner side edge and described column cap bottom face, described 3rd assistant reinforcement body is T-shaped plate, connect channel-section steel body both sides inner side edge and described column cap bottom face respectively, the first assistant reinforcement body of the utility model by arranging, second assistant reinforcement body and the 3rd assistant reinforcement body, significantly increase the structural strength between column cap and steel tank body, recruitment 5-15 is compared doubly with structural strength of the prior art, extend overall structural life-time.
The utility model not only increases bonding strength between the outboard side edge of channel-section steel body and column cap, and bonding strength is increased on the inboard side edge of channel-section steel body and between column cap, also increase the bonding strength between whole channel-section steel body and column cap by T-shaped plate simultaneously, the utility model is by the structural strength between 3 assistant reinforcement bodies connection column caps and channel-section steel body thus, postpones whole service life.So in use be not easy generation to think, and increase the sound construction degree in whole use procedure, increase the stable degree of building.
As from the foregoing, the utility model can solve deficiency of the prior art, carries out rational layout setting, increases the structural strength between column cap and channel-section steel body, forms equally distributed reinforcement dynamics, extends overall application life.
In order to explain the technical solution of the utility model further, below by specific embodiment, the utility model is elaborated.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
As shown in Figure 1, the utility model discloses a kind of modified form drum steel structure column, it is characterized in that: comprising cross section is I-shaped channel-section steel body 1, column cap 2 is provided with on the top of described channel-section steel body 1, the first assistant reinforcement body 3 is provided with between described column cap 2 and described steel tank body 1, second assistant reinforcement body 4 and the 3rd assistant reinforcement body 5, described first assistant reinforcement body 3 is arranged between described channel-section steel body 1 outer side edges 11 and described column cap 2 bottom face 21, described second assistant reinforcement body 4 is arranged between described channel-section steel body 1 inner side edge 12 and described column cap 2 bottom face 21, described 3rd assistant reinforcement body 5 is T-shaped plate, connect channel-section steel body 1 both sides inner side edge 12 and described column cap 2 bottom face 21 respectively.
Described in the utility model, the first outer side edges strengthening auxiliary body 3 is arc-shaped side, and the described second outer side edges strengthening auxiliary body 4 is arc-shaped side, and the described second width strengthening auxiliary body 4 is greater than the width that described first strengthens auxiliary body 3.
The both sides inner side edge 12 of the body of channel-section steel described in the utility model 1 is provided with floor 6, and described floor 6 is for being obliquely installed, and its angle of inclination is 5-25 degree.
The utility model not only increases bonding strength between the outboard side edge of channel-section steel body 1 and column cap 2, and bonding strength is increased on the inboard side edge of channel-section steel body 1 and between column cap 2, also increase the bonding strength between whole channel-section steel body 1 and column cap 2 by T-shaped plate simultaneously, the utility model is by the structural strength between 3 assistant reinforcement bodies connection column caps 2 and channel-section steel body 1 thus, postpones whole service life.So in use be not easy generation to think, and increase the sound construction degree in whole use procedure, increase the stable degree of building.
More than that the technical scheme that the utility model embodiment provides is described in detail, apply specific case herein to set forth the principle of the utility model embodiment and embodiment, the explanation of above embodiment, is only applicable to the principle helping to understand the utility model embodiment; Meanwhile, for one of ordinary skill in the art, according to the utility model embodiment, detailed description of the invention and range of application all can change to some extent, and in sum, this description should not be construed as restriction of the present utility model.
Claims (5)
1. modified form drum steel structure column, it is characterized in that: comprising cross section is I-shaped channel-section steel body, column cap is provided with on the top of described channel-section steel body, the first assistant reinforcement body is provided with between described column cap and described steel tank body, second assistant reinforcement body and the 3rd assistant reinforcement body, described first assistant reinforcement body is arranged between the external side of described channel-section steel and described column cap bottom face, described second assistant reinforcement body is arranged between described channel-section steel body inner side edge and described column cap bottom face, described 3rd assistant reinforcement body is T-shaped plate, connect channel-section steel body both sides inner side edge and described column cap bottom face respectively.
2. modified form drum steel structure column as claimed in claim 1, is characterized in that: the described first outer side edges strengthening auxiliary body is arc-shaped side.
3. modified form drum steel structure column as claimed in claim 1, is characterized in that: the described second outer side edges strengthening auxiliary body is arc-shaped side.
4. modified form drum steel structure column as claimed in claim 1, is characterized in that: the described second width strengthening auxiliary body is greater than the width that described first strengthens auxiliary body.
5. modified form drum steel structure column as claimed in claim 1, it is characterized in that: the both sides inner side edge of described channel-section steel body is provided with floor, described floor is for being obliquely installed, and its angle of inclination is 5-25 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520987466.5U CN205153312U (en) | 2015-11-27 | 2015-11-27 | Improvement type i -shaped steel structure column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520987466.5U CN205153312U (en) | 2015-11-27 | 2015-11-27 | Improvement type i -shaped steel structure column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205153312U true CN205153312U (en) | 2016-04-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520987466.5U Expired - Fee Related CN205153312U (en) | 2015-11-27 | 2015-11-27 | Improvement type i -shaped steel structure column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205153312U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130735A (en) * | 2017-05-03 | 2017-09-05 | 上海闵轩钢结构工程有限公司 | 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 |
-
2015
- 2015-11-27 CN CN201520987466.5U patent/CN205153312U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130735A (en) * | 2017-05-03 | 2017-09-05 | 上海闵轩钢结构工程有限公司 | 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160413 Termination date: 20201127 |