CN204435677U - High strength steel structural column - Google Patents

High strength steel structural column Download PDF

Info

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
Application number
CN201420856399.9U
Other languages
Chinese (zh)
Inventor
时念芳
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.)
Sky Shandong Time Space Structural Steelwork Co Ltd
Original Assignee
Sky Shandong Time Space Structural Steelwork 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 Sky Shandong Time Space Structural Steelwork Co Ltd filed Critical Sky Shandong Time Space Structural Steelwork Co Ltd
Priority to CN201420856399.9U priority Critical patent/CN204435677U/en
Application granted granted Critical
Publication of CN204435677U publication Critical patent/CN204435677U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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

High strength steel structural column
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.
CN201420856399.9U 2014-12-30 2014-12-30 High strength steel structural column Expired - Fee Related CN204435677U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (5)

* Cited by examiner, † Cited by third party
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