CN205153313U - A steel structure column for on steel construction - Google Patents

A steel structure column for on steel construction Download PDF

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Publication number
CN205153313U
CN205153313U CN201520987470.1U CN201520987470U CN205153313U CN 205153313 U CN205153313 U CN 205153313U CN 201520987470 U CN201520987470 U CN 201520987470U CN 205153313 U CN205153313 U CN 205153313U
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CN
China
Prior art keywords
deep floor
steel
rib plate
reinforced rib
steel body
Prior art date
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
Application number
CN201520987470.1U
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Chinese (zh)
Inventor
董金荣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gansu Zhongtai Steel Structure Co Ltd
Original Assignee
Gansu Zhongtai Steel Structure Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Gansu Zhongtai Steel Structure Co Ltd filed Critical Gansu Zhongtai Steel Structure Co Ltd
Priority to CN201520987470.1U priority Critical patent/CN205153313U/en
Application granted granted Critical
Publication of CN205153313U publication Critical patent/CN205153313U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a steel structure column for on steel construction, be I -shaped U -steel body including the cross section, be equipped with first reinforced rib plate, second reinforced rib plate and third reinforced rib plate among the U -steel body, first reinforced rib plate respectively with U -steel body bottom limit, both sides side fixed connection, the second reinforced rib plate respectively with U -steel body both sides side fixed connection, fixed connection is at adjacent first reinforced rib plate for third reinforced rib plate difference, fixed connection is on adjacent second reinforced rib plate for third reinforced rib plate difference, the utility model discloses can solve not enough among the prior art, carry out reasonable layout setting, increase holistic structural strength, form evenly distributed's enhancement dynamics, prolong holistic life.

Description

Steel structure column on steel work
Technical field
The utility model relates to long strands field, especially relates to a kind of steel structure column on steel work.
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, 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 steel structure column on steel work, can solve deficiency of the prior art, carry out rational layout setting, increases overall structural strength, forms equally distributed reinforcement dynamics, extends overall application life.
Steel structure column on steel work, it is characterized in that: comprising cross section is I-shaped channel-section steel body, the first deep floor, the second deep floor and the 3rd deep floor is provided with in described channel-section steel body, described first deep floor is fixedly connected with described channel-section steel body bottom side edge, both sides side respectively, described second deep floor is fixedly connected with described channel-section steel body both sides side respectively, described 3rd deep floor is fixedly connected on adjacent first deep floor respectively, and described 3rd deep floor is fixedly connected on adjacent second deep floor respectively.
Do further preferably the utility model, described first deep floor is for being obliquely installed.
Do further preferably the utility model, described first deep floor is inclination 5-15 degree.
Do further preferably the utility model, described second deep floor is for being obliquely installed.
Do further preferably the utility model, described second deep floor is inclination 5-45 degree.
Do further preferably the utility model, described second deep floor is positioned at the middle part of described channel-section steel body both sides side.
Do further preferably the utility model, described second deep floor is positioned at the outer end edges position of described channel-section steel body both sides side.
Do further preferably the utility model, described first deep floor parallels with described second deep floor, is in same level.
Do further preferably the utility model, described first deep floor and described second deep floor are in non-same level, in arranged in a crossed manner up and down.
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, the first deep floor, the second deep floor and the 3rd deep floor is provided with in described channel-section steel body, described first deep floor is fixedly connected with described channel-section steel body bottom side edge, both sides side respectively, described second deep floor is fixedly connected with described channel-section steel body both sides side respectively, described 3rd deep floor is fixedly connected on adjacent first deep floor respectively, and described 3rd deep floor is fixedly connected on adjacent second deep floor respectively; The first deep floor that the utility model is arranged, the second deep floor and the 3rd deep floor, carry out entirety reasonably distribution, first deep floor is fixedly connected with described channel-section steel body bottom side edge, both sides side respectively, namely contact fixing with channel-section steel body three faces simultaneously, structural entity is strengthened greatly, and the second deep floor is fixedly connected with described channel-section steel body both sides side respectively, side both sides, channel-section steel body both sides anatomical connectivity intensity can be increased, channel-section steel body structural strength is on the whole increased greatly, compares recruitment 5-10 with structural strength of the prior art doubly.Described 3rd deep floor is fixedly connected on adjacent first deep floor respectively in addition, and described 3rd deep floor is fixedly connected on adjacent second deep floor respectively; The structural strength of vertical direction can be increased like this, extend overall structural life-time.
As from the foregoing, the utility model can solve deficiency of the prior art, carries out rational layout setting, increases overall structural strength, 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.
Fig. 2 is structural representation of the present utility model.
Detailed description of the invention
As depicted in figs. 1 and 2, the utility model discloses a kind of steel structure column on steel work, it is characterized in that: comprising cross section is I-shaped channel-section steel body 1, the first deep floor 2 is provided with in described channel-section steel body 1, second deep floor 3 and the 3rd deep floor 4, described first deep floor 2 respectively with described channel-section steel body 1 bottom side edge 11, both sides side 12 is fixedly connected with, described second deep floor 3 is fixedly connected with described channel-section steel body 1 both sides side 12 respectively, described 3rd deep floor 4 is fixedly connected on adjacent first deep floor 2 respectively, described 3rd deep floor 4 is fixedly connected on adjacent second deep floor 3 respectively.
Described in the utility model, the first deep floor 2 is for being obliquely installed, and described first deep floor 2 is inclination 5-15 degree.
Described in the utility model, the second deep floor 3 is for being obliquely installed, and described second deep floor 3 is inclination 5-45 degree.
Second deep floor 3 described in the utility model is positioned at the middle part of described channel-section steel body 1 both sides side 12, and described second deep floor 3 is positioned at the outer end edges position of described channel-section steel body 1 both sides side 12.
First deep floor 2 described in the utility model parallels with described second deep floor 3, is in same level, and described first deep floor 2 is in non-same level with described second deep floor 3, in arranged in a crossed manner up and down.
The first deep floor 2 that the utility model is arranged, second deep floor 3 and the 3rd deep floor 4, carry out entirety reasonably distribution, first deep floor 2 respectively with described channel-section steel body 1 bottom side edge 11, both sides side 12 is fixedly connected with, namely contact fixing with channel-section steel body 1 three faces simultaneously, structural entity is strengthened greatly, and the second deep floor 3 is fixedly connected with described channel-section steel body 1 both sides side 12 respectively, side 12 both sides, channel-section steel body 1 both sides anatomical connectivity intensity can be increased, channel-section steel body 1 structural strength is on the whole increased greatly, recruitment 5-10 is compared doubly with structural strength of the prior art.Described 3rd deep floor 4 is fixedly connected on adjacent first deep floor 2 respectively in addition, and described 3rd deep floor 4 is fixedly connected on adjacent second deep floor 3 respectively; The structural strength of vertical direction can be increased like this, extend overall structural life-time.
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 (9)

1. the steel structure column on steel work, it is characterized in that: comprising cross section is I-shaped channel-section steel body, the first deep floor, the second deep floor and the 3rd deep floor is provided with in described channel-section steel body, described first deep floor is fixedly connected with described channel-section steel body bottom side edge, both sides side respectively, described second deep floor is fixedly connected with described channel-section steel body both sides side respectively, described 3rd deep floor is fixedly connected on adjacent first deep floor respectively, and described 3rd deep floor is fixedly connected on adjacent second deep floor respectively.
2. the steel structure column as claimed in claim 1 on steel work, is characterized in that: described first deep floor is for being obliquely installed.
3. the steel structure column as claimed in claim 2 on steel work, is characterized in that: described first deep floor is inclination 5-15 degree.
4. the steel structure column as claimed in claim 1 on steel work, is characterized in that: described second deep floor is for being obliquely installed.
5. the steel structure column as claimed in claim 2 on steel work, is characterized in that: described second deep floor is inclination 5-45 degree.
6. the steel structure column as claimed in claim 1 on steel work, is characterized in that: described second deep floor is positioned at the middle part of described channel-section steel body both sides side.
7. the steel structure column as claimed in claim 1 on steel work, is characterized in that: described second deep floor is positioned at the outer end edges position of described channel-section steel body both sides side.
8. the steel structure column as claimed in claim 1 on steel work, is characterized in that: described first deep floor parallels with described second deep floor, is in same level.
9. the steel structure column as claimed in claim 1 on steel work, is characterized in that: described first deep floor and described second deep floor are in non-same level, in arranged in a crossed manner up and down.
CN201520987470.1U 2015-11-27 2015-11-27 A steel structure column for on steel construction Expired - Fee Related CN205153313U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520987470.1U CN205153313U (en) 2015-11-27 2015-11-27 A steel structure column for on steel construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520987470.1U CN205153313U (en) 2015-11-27 2015-11-27 A steel structure column for on steel construction

Publications (1)

Publication Number Publication Date
CN205153313U true CN205153313U (en) 2016-04-13

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Country Status (1)

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CN (1) CN205153313U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
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
CN109555266A (en) * 2018-12-12 2019-04-02 蒋博 A kind of beam column of steel structure and preparation method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
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
CN109555266A (en) * 2018-12-12 2019-04-02 蒋博 A kind of beam column of steel structure and preparation method thereof
CN109555266B (en) * 2018-12-12 2020-12-18 长沙锦峰重工科技有限公司 Steel structure beam column and manufacturing method thereof

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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