CN210530134U - Novel concrete cladding steel column - Google Patents

Novel concrete cladding steel column Download PDF

Info

Publication number
CN210530134U
CN210530134U CN201920736579.6U CN201920736579U CN210530134U CN 210530134 U CN210530134 U CN 210530134U CN 201920736579 U CN201920736579 U CN 201920736579U CN 210530134 U CN210530134 U CN 210530134U
Authority
CN
China
Prior art keywords
steel
channel steel
concrete
steel column
channel
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.)
Active
Application number
CN201920736579.6U
Other languages
Chinese (zh)
Inventor
邵琪琳
徐国军
蒋路
杨宇焜
周志萍
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.)
Zhejiang Green Building Integration Technology Co Ltd
Original Assignee
Zhejiang Green Building Integration Technology 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 Zhejiang Green Building Integration Technology Co Ltd filed Critical Zhejiang Green Building Integration Technology Co Ltd
Priority to CN201920736579.6U priority Critical patent/CN210530134U/en
Application granted granted Critical
Publication of CN210530134U publication Critical patent/CN210530134U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

The utility model relates to a novel concrete-coated steel column, which comprises a channel steel I, a channel steel II, a connecting web plate and a concrete layer; the channel steel I and the channel steel II are arranged oppositely and have the same structure; the channel steel I comprises a substrate and flanges positioned on two sides of the substrate; the connecting web plate is welded in the middle between the channel steel I and the channel steel II; the concrete layer is filled in the channel steel I and the channel steel II and connected with two sides of the web plate. The utility model discloses a novel concrete cladding steel column adopts the overhanging shaped steel cross-section in this kind of edge of a wing for the radius of gyration increase of the weak axle in post cross-section has improved the stability of steel column, and the mode that the outsourcing concrete can be adopted in the fire prevention of steel column simultaneously is anticorrosive, practices thrift steel column fire prevention cost.

Description

Novel concrete cladding steel column
[ technical field ] A method for producing a semiconductor device
The utility model relates to a building element, concretely relates to novel concrete cladding steel column belongs to building engineering technical field.
[ background of the invention ]
China is vigorously promoting the transformation of traditional buildings to industrialized buildings, and common H-shaped steel columns are mostly used in steel structures and fabricated buildings. However, the weak axis bending rigidity of the ordinary H-shaped steel column is small, and the column is easily unstable around the weak axis under axial pressure. If two steel plates are adopted for welding between two channel steel, although the turning radius of the section is enhanced, the working hours of welding seams are increased.
Therefore, in order to solve the above technical problems, it is necessary to provide a novel concrete-coated steel column to overcome the above-mentioned drawbacks of the prior art.
[ Utility model ] content
In order to solve the problems, the utility model aims to provide a novel concrete-coated steel column with simple structure, great bending rigidity and good fireproof performance.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a novel concrete-coated steel column comprises a channel steel I, a channel steel II, a connecting web plate and a concrete layer; the channel steel I and the channel steel II are arranged oppositely and have the same structure; the channel steel I comprises a substrate and flanges positioned on two sides of the substrate; the connecting web plate is welded in the middle between the channel steel I and the channel steel II; the concrete layer is filled in the channel steel I and the channel steel II and connected with two sides of the web plate.
The utility model discloses a novel concrete cladding steel column further sets up to: a plurality of round holes are formed in the connecting web plate, and the concrete layer penetrates through the round holes.
The utility model discloses a novel concrete cladding steel column further sets up to: the flange is formed by bending two ends of the substrate, so that the channel steel I and the channel steel II are both of an integrally formed structure.
The utility model discloses a novel concrete cladding steel column further sets up to: the base plate and the connecting web plate form H-shaped steel; the flanges are welded to the two sides of the base plate.
The utility model discloses a novel concrete cladding steel column still can set up to: the flanges are parallel to the connecting web.
Compared with the prior art, the utility model discloses following beneficial effect has:
1. the utility model discloses a novel concrete cladding steel column adopts on the basis of ordinary H shaped steel for the edge of a wing both ends of shaped steel are outwards extended, and the extension is parallel with the web, makes the weak axle bending stiffness increase in shaped steel cross-section, has improved the stability of steel column simultaneously.
2. For department's welding steel sheet in the shaped steel outside, the utility model discloses a novel concrete cladding steel column adopts this kind of novel shaped steel cross-section, and reducible welding seam point quantity effectively practices thrift construction process time, and then practices thrift engineering cost.
3. The utility model discloses a novel concrete cladding steel column has effectively increased the rigidity of post after adopting this kind of novel shaped steel cross-section to and the stability of post has effectively been increased.
4. The utility model discloses a novel concrete cladding steel column is in web department division hole, once pours the concrete, has improved the fire behavior of post greatly, reduces fire retardant coating's use.
[ description of the drawings ]
Fig. 1 is a perspective view of a first embodiment of the novel concrete-coated steel column of the present invention.
Fig. 2 is a perspective view of the unfilled concrete of fig. 1.
Fig. 3 is a perspective view of a second embodiment of the novel concrete-clad steel column (unfilled concrete) of the present invention.
[ detailed description ] embodiments
Please refer to fig. 1 and fig. 2 of the specification, which illustrate a first embodiment of the novel concrete-coated steel column according to the present invention, and the novel concrete-coated steel column comprises channel I1, channel II2, connecting web 3, and concrete layer 4.
The channel steel I1 and the channel steel II2 are arranged oppositely, and the structures of the channel steel I1 and the channel steel II2 are the same. The channel steel I comprises a base plate 5 and flanges 6 positioned on two sides of the base plate 5. In the present embodiment, the flanges 6 are formed by bending both ends of the substrate 5, so that the channel I1 and the channel II2 are both integrally formed, thereby facilitating manufacturing, enhancing structural strength, and reducing welding.
The connecting web 3 is welded at an intermediate position between the channel I1 and the channel II 2. The flanges 6 are parallel to the connecting web 3. In the present embodiment, the connecting web 3 is provided as one piece.
The concrete layer 4 is filled in the channel I1 and the channel II2 and connects two sides of the web 3. A plurality of round holes 7 are formed in the connecting web plate 4, and the concrete layer 4 penetrates through the round holes 7, so that the occlusion force of the concrete layer 4 and a steel structure is enhanced, and the overall quality of the steel column is reduced.
Please refer to fig. 3 in the specification, which is a second embodiment of the novel concrete-coated steel column of the present invention, and the difference between the second embodiment and the first embodiment is: the base plate 5 and the connecting web plate 3 form an H-shaped steel 8; the flanges 6 are welded to both sides of the base plate 5.
The utility model discloses a novel construction process flow of concrete cladding steel column as follows: firstly, blanking preparation is carried out on section steel parts, and then section steel assembly is carried out. And welding the section steel to finally form a finished product.
The utility model discloses a novel concrete cladding steel column adopts the overhanging shaped steel cross-section in edge of a wing, and the extension is parallel with the web for the radius of gyration increase of the weak axle in post cross-section, the weak axle bending stiffness increase in shaped steel cross-section has improved the stability of steel column, and the fire prevention of steel column is anticorrosive can adopt the mode of outsourcing concrete simultaneously, practices thrift steel column fire prevention cost.
The above embodiments are merely preferred embodiments of the present disclosure, which are not intended to limit the present disclosure, and any modifications, equivalents, improvements and the like, which are within the spirit and principle of the present disclosure, should be included in the scope of the present disclosure.

Claims (5)

1. The utility model provides a novel concrete cladding steel column which characterized in that: the concrete beam comprises a channel steel I, a channel steel II, a connecting web plate and a concrete layer; the channel steel I and the channel steel II are arranged oppositely and have the same structure; the channel steel I comprises a substrate and flanges positioned on two sides of the substrate; the connecting web plate is welded in the middle between the channel steel I and the channel steel II; the concrete layer is filled in the channel steel I and the channel steel II and connected with two sides of the web plate.
2. The new concrete-clad steel column as claimed in claim 1, wherein: a plurality of round holes are formed in the connecting web plate, and the concrete layer penetrates through the round holes.
3. The new concrete-coated steel column as claimed in claim 1 or 2, wherein: the flange is formed by bending two ends of the substrate, so that the channel steel I and the channel steel II are both of an integrally formed structure.
4. The new concrete-coated steel column as claimed in claim 1 or 2, wherein: the base plate and the connecting web plate form H-shaped steel; the flanges are welded to the two sides of the base plate.
5. The new concrete-clad steel column as claimed in claim 1, wherein: the flanges are parallel to the connecting web.
CN201920736579.6U 2019-05-22 2019-05-22 Novel concrete cladding steel column Active CN210530134U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920736579.6U CN210530134U (en) 2019-05-22 2019-05-22 Novel concrete cladding steel column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920736579.6U CN210530134U (en) 2019-05-22 2019-05-22 Novel concrete cladding steel column

Publications (1)

Publication Number Publication Date
CN210530134U true CN210530134U (en) 2020-05-15

Family

ID=70593493

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920736579.6U Active CN210530134U (en) 2019-05-22 2019-05-22 Novel concrete cladding steel column

Country Status (1)

Country Link
CN (1) CN210530134U (en)

Similar Documents

Publication Publication Date Title
CN101532310B (en) An upper and lower layer stamping connector and its light steel structure
CN107524232B (en) Integrated profile steel and on-site splicing structure thereof
CN107605042B (en) Steel construction archaize intermittent mountain roofing building structure system
CN107795040B (en) Double-steel-plate connecting member for building double-steel-plate concrete structure
CN211080549U (en) Sleeve type square column and H-shaped steel beam assembled node
CN210067069U (en) Mechanical connecting aluminum alloy beam column joint structure
CN210530134U (en) Novel concrete cladding steel column
CN107355009B (en) Steel construction archaize building roof apex angle post roof beam crossing node structure
CN203499018U (en) Hinge connection structure for wind-resisting column and roof beam
CN102359187A (en) 45 degrees beam and column combined buckling piece and light steel structure
CN211080762U (en) Bending-resistant arc-shaped steel beam
CN212743141U (en) Cold-bending formed steel pipe combined special-shaped column
CN215977847U (en) Steel pipe shear wall
CN209975749U (en) Angle steel plate separated type external reinforcing round steel pipe column-H-shaped steel beam connecting node
CN201391018Y (en) Upper-lower layer punching connecting piece and lightweight steel structure thereof
CN211080772U (en) Steel structure cross column
CN204940524U (en) For the L shape accentric support lattice steel pipe column compound wall of steel house
CN201460022U (en) Cold bending thin-wall welded steel truss purline
CN113565207A (en) Assembly type beam-column joint structure and construction method
CN207211368U (en) A kind of Box Modular Building angle brace node
CN207110118U (en) Cold bending thin wall steel builds the attachment structure of levels wall
CN206646649U (en) The connecting joint structure of column and girder steel
JP2016113884A (en) Wooden rigid-frame structure, and reinforcing metal fitting for the wooden rigid-frame structure
CN217204619U (en) Inner sleeve type beam-column full-bolt rapid assembly connecting node
CN208486446U (en) A kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2023990000037

Denomination of utility model: A new type of concrete-coated steel column

Granted publication date: 20200515

License type: Common License

Record date: 20230113

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2023980034645

Denomination of utility model: A New Type of Concrete Cladding Steel Column

Granted publication date: 20200515

License type: Common License

Record date: 20230413

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2023980034833

Denomination of utility model: A New Type of Concrete Cladding Steel Column

Granted publication date: 20200515

License type: Common License

Record date: 20230421