CN204435677U - High strength steel structural column - Google Patents
High strength steel structural column Download PDFInfo
- Publication number
- CN204435677U CN204435677U CN201420856399.9U CN201420856399U CN204435677U CN 204435677 U CN204435677 U CN 204435677U CN 201420856399 U CN201420856399 U CN 201420856399U CN 204435677 U CN204435677 U CN 204435677U
- Authority
- CN
- China
- Prior art keywords
- floor
- steel
- high strength
- structural column
- web
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of high strength steel structural column, comprise the H profile steel be integrally formed by two wing plates be arranged in parallel and a vertically disposed web, also comprise floor, described floor and described web be arranged in parallel, and two ends are fixedly connected with two described wing plates respectively.The utility model adopts H profile steel as upright post main, in the groove of both sides, floor is set, form the square steel structure of local, the intensity of H profile steel is improved, and for square steel, save resource, this steel work does not affect and carries out other operation thereon simultaneously, structural strength is high, and antiseismic ability is strong.
Description
Technical field
The utility model relates to high strength steel structural column technical field, especially a kind of high strength steel structural 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 high strength steel structural 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 high strength steel structural column, comprise the H profile steel be integrally formed by two wing plates be arranged in parallel and a vertically disposed web, also comprise floor, described floor and described web be arranged in parallel, and two ends are fixedly connected with two described wing plates respectively.
Preferably, described floor is provided with several, and compartment of terrain is located at the side of described web.
Preferably, the opposite side of described web is provided with several spaced described floors.
Preferably, the two ends of described floor are fixedly connected with respectively with near the end of two described wing plates.
Compared with prior art, the utility model has the following advantages: adopt H profile steel as upright post main, in the groove of both sides, floor is set, form the square steel structure of local, the intensity of H profile steel is improved, and for square steel, save resource, this steel work does not affect and carries out other operation thereon simultaneously, and structural strength is high, and antiseismic ability is strong.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model high strength steel structural column;
Fig. 2 is the left 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 high strength steel structural column as illustrated in fig. 1 and 2, comprises H profile steel 1, and the wing plate 11 be arranged in parallel by two clamps vertically disposed web 12 and forms, and web 12 two ends connect as one with the centre of wing plate 11 respectively; In two grooves that two wing plates 11 and web 12 are formed, be equipped with floor 2, floor 2 and web 12 be arranged in parallel, and its two ends are fixedly connected with the end accessory of two wing plates 11 respectively.
As shown in Figure 2, the floor 2 of web 12 side is several, is arranged in order setting with interval; Several floors 2 of same structure are correspondingly provided with at the opposite side of web 12; The square structure that the floor 2 of this arrangement is encircled a city with web 12 and two ends wing plate 11, possesses square steel performance, is equivalent to the intensity enhancing H profile steel; Wing plate 11 exceeds the advantage that floor 2 part also continues to maintain H profile steel simultaneously.
The utility model product arranges floor 2 in the groove of H profile steel, play the intensity effect strengthening H profile steel, and the two ends of floor 2 is fixedly connected with respectively with near the end of two wing plates 11, make this product also remain with the design feature of H profile steel; Floor 2 be spaced several, provide the space processed on the product, easy and simple to handle, and overcome the not easy-operating shortcoming of square steel.
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 (4)
1. a high strength steel structural column, comprise the H profile steel be integrally formed by two wing plates be arranged in parallel and a vertically disposed web, it is characterized in that: also comprise floor, described floor and described web be arranged in parallel, and two ends are fixedly connected with two described wing plates respectively.
2. high strength steel structural column as claimed in claim 1, it is characterized in that: described floor is provided with several, compartment of terrain is located at the side of described web.
3. high strength steel structural column as claimed in claim 2, is characterized in that: the opposite side of described web is provided with several spaced described floors.
4. high strength steel structural column as claimed in claim 1, is characterized in that: the two ends of described floor are fixedly connected with respectively with near the end of two described wing plates.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420856399.9U CN204435677U (en) | 2014-12-30 | 2014-12-30 | High strength steel structural column |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420856399.9U CN204435677U (en) | 2014-12-30 | 2014-12-30 | High strength steel structural column |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204435677U true CN204435677U (en) | 2015-07-01 |
Family
ID=53603562
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420856399.9U Expired - Fee Related CN204435677U (en) | 2014-12-30 | 2014-12-30 | High strength steel structural column |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204435677U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106968394A (en) * | 2017-06-01 | 2017-07-21 | 安徽天澄钢构有限公司 | A kind of beam column of steel structure |
CN108105577A (en) * | 2016-11-24 | 2018-06-01 | 丹阳市宏光机械有限公司 | A kind of support formed steel construction |
CN109555266A (en) * | 2018-12-12 | 2019-04-02 | 蒋博 | A kind of beam column of steel structure and preparation method thereof |
CN111058532A (en) * | 2018-10-17 | 2020-04-24 | 江苏国森时创建设有限公司 | I-steel structure for building |
-
2014
- 2014-12-30 CN CN201420856399.9U patent/CN204435677U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108105577A (en) * | 2016-11-24 | 2018-06-01 | 丹阳市宏光机械有限公司 | A kind of support formed steel construction |
CN106968394A (en) * | 2017-06-01 | 2017-07-21 | 安徽天澄钢构有限公司 | A kind of beam column of steel structure |
CN111058532A (en) * | 2018-10-17 | 2020-04-24 | 江苏国森时创建设有限公司 | I-steel structure for building |
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204435677U (en) | High strength steel structural column | |
CN202530754U (en) | Floor post-cast strip template structure | |
CN203626228U (en) | Scaffold for building | |
CN204703381U (en) | Steel structure column | |
CN203821837U (en) | Universal type integral bearing platformformwork | |
CN204199535U (en) | Can the log cabin trusses of effective load-bearing | |
CN207538325U (en) | A kind of wood-aluminium alloy combination truss | |
CN202925763U (en) | Beam column with steel structure | |
CN204370688U (en) | Beam column of steel structure | |
CN203846777U (en) | Novel aluminum and wood secondary beam | |
CN205153313U (en) | A steel structure column for on steel construction | |
CN204645531U (en) | floating floor assembly | |
CN204530990U (en) | A kind of housing construction fire preventing steel structure framework with curvature-prevention support component | |
CN203821604U (en) | Connecting device used for steel structure | |
CN203729492U (en) | Light thermal-insulation net rack board | |
CN204370575U (en) | Steel work | |
CN203393840U (en) | High-strength bamboo composite material detachable prefabricated house | |
CN205153310U (en) | Steel structure column | |
CN205086099U (en) | Plank | |
CN203795851U (en) | Adjustable window opening form board device | |
CN204475666U (en) | The wooden H-beam of composite web for building | |
CN203762800U (en) | Telescopic folding single rod hanger | |
CN203462747U (en) | Novel formwork composite sleeper | |
CN210597871U (en) | T-shaped ribbed combined beam of aluminum-OSB plate | |
CN203891735U (en) | Convenient-to-disassemble suspension door |
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: 20150701 Termination date: 20151230 |