CN207794293U - A kind of mixing frame body of steel and concrete and steel - Google Patents
A kind of mixing frame body of steel and concrete and steel Download PDFInfo
- Publication number
- CN207794293U CN207794293U CN201820159493.7U CN201820159493U CN207794293U CN 207794293 U CN207794293 U CN 207794293U CN 201820159493 U CN201820159493 U CN 201820159493U CN 207794293 U CN207794293 U CN 207794293U
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- shaped steel
- steel
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- concrete
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Abstract
The utility model is related to the technical fields of building,More specifically,It is related to a kind of mixing frame body of steel and concrete and steel,Top boom including arc-shaped shape and lower boom,Top boom and lower boom are equipped with two,It is connected by several first shaped steel between two top booms,It is connected by several second shaped steel between two lower booms,It is coated with concrete outside first shaped steel and the second shaped steel,It is connected with supporting frame between first shaped steel and the second shaped steel,Supporting frame is interconnected to constitute by several perpendicular web members and several diagonal web members,The both ends of perpendicular web member are connected with the first shaped steel and the second shaped steel respectively,Single diagonal web member is placed between two perpendicular web members and both ends are connected with the end of perpendicular web member respectively,The end of diagonal web member is also connected with the first shaped steel and the second shaped steel,Perpendicular web member is coated with concrete,The utility model is reasonable for structure simple,It is highly practical,Truss structure intensity can be improved.
Description
Technical field
The utility model is related to the technical fields of building, more specifically, it relates to the hybrid frame of a kind of steel and concrete and steel
Body.
Background technology
In building trade, steel and concrete can be utilized to be bonded, be conventionally used to build a large amount of steel of truss needs
Material, and whole anti-twisting property is low.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of reasonable for structure simple, it is practical
Property is strong, can improve the steel and concrete of truss structure intensity and the mixing frame body of steel.
To achieve the above object, the utility model provides following technical solution：
A kind of mixing frame body of steel and concrete and steel, includes the top boom and lower boom of arc-shaped shape, top boom and lower boom
Two are equipped with, is connected by several first shaped steel between two top booms, passes through several second shaped steel between two lower booms
It is coated with concrete outside connection, the first shaped steel and the second shaped steel, supporting frame is connected between the first shaped steel and the second shaped steel, is supported
Frame body is interconnected to constitute by several perpendicular web members and several diagonal web members, erect web member both ends respectively with the first shaped steel and the second shaped steel
Connection, single diagonal web member is placed between two perpendicular web members and both ends are connected with the end of perpendicular web member respectively, and the end of diagonal web member is also
It is connected with the first shaped steel and the second shaped steel, perpendicular web member is coated with concrete, and the first shaped steel and the second shaped steel are equipped with for connecting tiltedly
The connector of web member, the connector include that the vertical frame being connected with each other and oblique frame, the steel plate that vertical frame is correspondingly arranged by two pieces are constituted, and are erected
Frame is connected with perpendicular web member, is equipped with reinforcing plate at oblique frame and diagonal web member docking and docking, reinforcing plate passes through several screw rods and oblique frame
And diagonal web member connection, at the docking of oblique frame and diagonal web member on be additionally provided with stretching screw.
By using above-mentioned technical proposal, top boom and lower boom are mixed using concrete and steel and built up, greatly improves two
The resistance to compression of person and antitorque ability.Resistance to compression that first shaped steel and the concrete of the second shaped steel outer cladding both substantially increase and antitorque
Ability, the structure of supporting frame realize the association of the first shaped steel and the second shaped steel so that the resistance to compression of the first shaped steel and the second shaped steel
Intensity greatly improves.
The setting of connector facilitates the assembly of supporting frame, and the assembly that can improve supporting frame and two shaped steel is steady
It is qualitative.Especially vertical frame and oblique frame improve perpendicular web member respectively for the assembly direction and setting for erecting web member and diagonal web member
Bonding strength between diagonal web member.
The utility model is further arranged to：A reinforcement steel plate is additionally provided in the vertical frame.
By using above-mentioned technical proposal, the setting for reinforcing steel plate substantially increases the structural strength and stable structure of vertical frame
Property.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the assembling schematic diagram of the utility model supporting frame.
Fig. 3 is the portions the utility model G enlarged drawing.
Specific implementation mode
The embodiments of the present invention are described further referring to figs. 1 to Fig. 3.
The present embodiment concrete structure：Include the top boom of arc-shaped shape（11,12）And lower boom, top boom and lower boom are equal
It equipped with two, is connected by several first shaped steel 21 between two top booms, passes through several second shaped steel between two lower booms
Connection.（Since lower boom is identical with rod structure of winding up and is placed in immediately below lower boom, so be not drawn into.）
It is coated with concrete outside first shaped steel 21 and the second shaped steel 22, branch is connected between the first shaped steel 21 and the second shaped steel 22
Support body, supporting frame are interconnected to constitute by several perpendicular web members 4 and several diagonal web members 3.The both ends of perpendicular web member 4 are respectively with first
Shaped steel 21 and the connection of the second shaped steel 22, single diagonal web member 3 is placed between two perpendicular web members 4 and the both ends end with perpendicular web member 4 respectively
The end of head connection, diagonal web member 3 is also connected with the first shaped steel 21 and the second shaped steel 22, and perpendicular web member 4 is coated with concrete.
First shaped steel 21 and the second shaped steel 22 are equipped with the connector for connecting diagonal web member 3, which includes mutual
The vertical frame 52 of connection and oblique frame 51, the steel plate that vertical frame 52 is correspondingly arranged by two pieces are constituted, and a reinforcement steel plate is additionally provided in vertical frame 52
521.The setting for reinforcing steel plate 521 substantially increases the structural strength and structural stability of vertical frame 52.Vertical frame 52 and perpendicular web member 4 connect
It connects, is equipped with reinforcing plate 6 at oblique frame 51 and the docking of diagonal web member 3 and docking, reinforcing plate passes through several screw rods and oblique frame 51 and oblique abdomen
Bar 3 connects, at the docking of oblique frame 51 and diagonal web member 3 on be additionally provided with stretching screw 7.
Top boom and lower boom are mixed using concrete and steel and built up, the resistance to compression of the two and antitorque ability are greatly improved.
The concrete of 22 outer cladding of first shaped steel 21 and the second shaped steel substantially increases the resistance to compression of the two and antitorque ability, the structure of supporting frame
Build the association for realizing the first shaped steel 21 and the second shaped steel 22 so that the compression strength of the first shaped steel 21 and the second shaped steel 22 carries significantly
It is high.
The setting of connector facilitates the assembly of supporting frame, and the assembly that can improve supporting frame and two shaped steel is steady
It is qualitative.Especially vertical frame 52 and oblique frame 51 improve respectively for the assembly direction and setting for erecting web member 4 and diagonal web member 3
Perpendicular bonding strength between web member 4 and diagonal web member 3.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, the skill of this field
Art personnel carry out common variations and alternatives within the scope of technical solutions of the utility model should be included in the guarantor of the utility model
It protects in range.
Claims (2)
1. the mixing frame body of a kind of steel and concrete and steel, it is characterized in that：Top boom including arc-shaped shape and lower boom, top boom and
Lower boom is equipped with two, is connected by several first shaped steel between two top booms, passes through several the between two lower booms
Two shaped steel connect, and are coated with concrete outside the first shaped steel and the second shaped steel, supporting rack is connected between the first shaped steel and the second shaped steel
Body, supporting frame are interconnected to constitute by several perpendicular web members and several diagonal web members, erect web member both ends respectively with the first shaped steel and
Second shaped steel connects, and single diagonal web member is placed between two perpendicular web members and both ends are connected with the end of perpendicular web member respectively, diagonal web member
End also connected with the first shaped steel and the second shaped steel, perpendicular web member is coated with concrete, and the first shaped steel and the second shaped steel are equipped with and use
In the connector of connection diagonal web member, which includes the vertical frame being connected with each other and oblique frame, the steel that vertical frame is correspondingly arranged by two pieces
Plate is constituted, and vertical frame is connected with perpendicular web member, is equipped with reinforcing plate at oblique frame and diagonal web member docking and docking, reinforcing plate passes through several spiral shells
Bar is connected with oblique frame and diagonal web member, at the docking of oblique frame and diagonal web member on be additionally provided with stretching screw.
2. the mixing frame body of a kind of steel and concrete according to claim 1 and steel, it is characterized in that：It is additionally provided with one in the vertical frame
Reinforce steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820159493.7U CN207794293U (en) | 2018-01-30 | 2018-01-30 | A kind of mixing frame body of steel and concrete and steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820159493.7U CN207794293U (en) | 2018-01-30 | 2018-01-30 | A kind of mixing frame body of steel and concrete and steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794293U true CN207794293U (en) | 2018-08-31 |
Family
ID=63268460
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820159493.7U Expired - Fee Related CN207794293U (en) | 2018-01-30 | 2018-01-30 | A kind of mixing frame body of steel and concrete and steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794293U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241974A (en) * | 2019-04-29 | 2019-09-17 | 深圳市建筑设计研究总院有限公司 | Complete bolted truss-like girder with rolled steel section en cased in concrete and construction method |
-
2018
- 2018-01-30 CN CN201820159493.7U patent/CN207794293U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241974A (en) * | 2019-04-29 | 2019-09-17 | 深圳市建筑设计研究总院有限公司 | Complete bolted truss-like girder with rolled steel section en cased in concrete and construction method |
| CN110241974B (en) * | 2019-04-29 | 2023-11-17 | 深圳市建筑设计研究总院有限公司 | Full-bolt-connection truss type steel reinforced concrete beam and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 314001 8th Floor, 35 Jingang Road, Jiaxing Science and Technology City, Nanhu District, Jiaxing City, Zhejiang Province Patentee after: ZHEJIANG HENGXIN ARCHITECTURAL DESIGN Co.,Ltd. Address before: Room 302, No. 176 Yuexiu South Road, Jiaxing Economic Development Zone, Zhejiang Province Patentee before: ZHEJIANG HENGXIN ARCHITECTURAL DESIGN Co.,Ltd. |
|
| CP02 | Change in the address of a patent holder | ||
| CP03 | Change of name, title or address |
Address after: 314000 8th floor, No.35, Jingang Road, Jiaxing Science and Technology City, Nanhu District, Jiaxing City, Zhejiang Province Patentee after: Zhejiang Hengxin Design Group Co.,Ltd. Address before: 314001 8th Floor, 35 Jingang Road, Jiaxing Science and Technology City, Nanhu District, Jiaxing City, Zhejiang Province Patentee before: ZHEJIANG HENGXIN ARCHITECTURAL DESIGN Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180831 Termination date: 20220130 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |