CN205976089U - Multicavity steel column shear wall structure - Google Patents
Multicavity steel column shear wall structure Download PDFInfo
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- CN205976089U CN205976089U CN201620552464.8U CN201620552464U CN205976089U CN 205976089 U CN205976089 U CN 205976089U CN 201620552464 U CN201620552464 U CN 201620552464U CN 205976089 U CN205976089 U CN 205976089U
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- shear wall
- steel column
- column shear
- fixed beam
- cavity
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Abstract
The utility model relates to a shear force wall especially relates to a multicavity steel column shear wall structure. Including a plurality of steel sheet, the steel sheet assemble into multicavity steel column shear force wall, the width of multicavity steel column shear force wall be not more than 150mm, multicavity steel column shear force wall in be equipped with the concrete. Multicavity steel column shear wall structure compact structure increases usable floor area, the guarantee quality.
Description
Technical field
This utility model is related to a kind of shear wall, more particularly, to a kind of multi-cavity steel column shear wall structure.
Background technology
Many high residential buildings of the prior art are relatively unreasonable, adopt H profile steel post or box column more, and structural system is steel framework
Frame-core wall structure or steel frame-brace structure system, steel frame-concrete wall structure, because Core Walls Structure is tied for mixed mud
Structure, construction condition and traditional mixed mud structure are almost in addition it is also necessary to formwork structure, and speed of application is restricted；
Steel frame-brace structure system, trouble is installed in supporting construction manufacture, and arrangement is unreasonable.And the room of both structural system
There is dew post phenomenon in corner, and room is arranged unsightly it is difficult to obtain the satisfaction of client of selling house.
Chinese patent 201310358035.8, discloses the connection of steel column and steel bar girder shear wall on a kind of building object plane
Structure, belongs to building member field.Shear wall adopts precast reinforced truss xoncrete structure, and shear wall periphery is provided with steel side
Frame, together with steel bar truss welding, shear wall side is provided with pre-embedded steel slab, steel frame, pre-embedded steel slab welding anchor to steel frame
Gu the anchor pole of effect, the upper end of shear wall is provided with pit, the steel frame of lower end is welded with short steel fastener；At shear wall end
Short steel fastener is welded in face, and steel column leans on the wing plate of shear wall end face side to box out mouth, in short steel fastener insertion aperture, hole
Mouth both sides steel plate and the steel frame welded closure of shear wall end face, in steel column, rear concrete perfusion forms tube shear wall.This knot
Structure is relative complex, and serviceability is not outstanding.
Utility model content
This utility model mainly solves the deficiencies in the prior art, provides a kind of compact conformation, is hidden in body of wall
The inside, is not in the phenomenon that post is revealed in room corner, limits the width of beam, decrease the possible multi-cavity steel column of room head beam
Shear wall structure.
Above-mentioned technical problem of the present utility model is mainly addressed by following technical proposals：
A kind of multi-cavity steel column shear wall structure, including several steel plates, described steel plate is assembled into multi-cavity steel column shear wall,
The width of described multi-cavity steel column shear wall is not more than 150mm, is provided with concrete in described multi-cavity steel column shear wall；
Described multi-cavity steel column shear wall is fixedly connected with girder steel assembly phase；
Described girder steel assembly includes fixed beam and extension beam, and described fixed beam is solid with the outer wall of multi-cavity steel column shear wall
Fixed, the two side of described fixed beam is passed through fixed plate respectively and is positioned with multi-cavity steel column shear wall, the outer end of described fixed beam
It is provided with extension beam, described extension beam is fixedly connected with fixed beam phase；
Or,
Described girder steel assembly includes being spaced fixed beam, and described interval fixed beam is fixed with multi-cavity steel column shear wall phase；
The width of described girder steel assembly is not more than 150mm.
Preferably, between described fixed beam and extension beam, being spaced and pass through respectively between fixed beam and multi-cavity steel column shear wall
Connecting plate phase is fixed, and the thickness of described connecting plate is not more than 10mm；
Described fixed plate is distributed in the top and bottom of fixed beam.
Using standardized designs, structural module is unified, and is easy to standard batch and produces.This beam-to-column joint, because do not have
There is the obstruction of internal partition, pour post concrete very smooth.Because pillar does not have internal partition and diaphragm plate, the processing cost of pillar
Significantly decline.
Advantage：1st, adopt steel construction, recyclable construction material.2nd, batch production makes, and meets housing industrialization requirement.3rd, pre-
System assembling, reduces labor strength.4th, weight significantly declines, and drastically reduce the area Road Transportation Volume, decreases environment dirty
Dye.5th, standardized designs, structural module is unified, and is easy to standard batch, mechanization production.6th, multi-cavity steel column is all using special
Equipment is processed manufacturing, and the quality assurance, percent of automatization is high.7th, Multi-cavity steel cylindricality formula is similar with mixed mud shear wall, Yong Hurong
Amount accepts.8th, multi-cavity steel column structure steel using amount is smaller, and is suitable for producing in enormous quantities, and the cost controlling steel house is risen
To certain effect, 9, because the width of multi-cavity steel column, beam is 150mm, beam, post are all in body of wall.
Therefore, multi-cavity steel column shear wall structure of the present utility model, compact conformation, increase usable floor area, quality assurance.
Brief description
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the cross section structure diagram of Fig. 1；
Fig. 3 is another structural representation in this utility model；
Fig. 4 is the cross section structure diagram of Fig. 3；
Fig. 5 is another one structural representation in this utility model；
Fig. 6 is the cross section structure diagram of Fig. 5；
Fig. 7 is the structural representation of " one " shape multi-cavity steel column shear wall in this utility model；
Fig. 8 is the structural representation of " T " shape multi-cavity steel column shear wall in this utility model.
Specific embodiment
Below by embodiment, and combine accompanying drawing, the technical solution of the utility model is described in further detail.
Embodiment 1：As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7 and Fig. 8, a kind of multi-cavity steel column shear wall knot
Structure, including several steel plates, described steel plate is assembled into multi-cavity steel column shear wall 1, the width of described multi-cavity steel column shear wall 1
It is not more than 150mm, in described multi-cavity steel column shear wall 1, be provided with concrete 2；
Described multi-cavity steel column shear wall 1 is fixedly connected with girder steel assembly phase；
Described girder steel assembly includes fixed beam 3 and extension beam 4, and described fixed beam 3 is outer with multi-cavity steel column shear wall 1
Wall is fixed, and the two side of described fixed beam 3 is positioned with multi-cavity steel column shear wall 1 by fixed plate 5 respectively, described fixed beam
3 outer end is provided with extension beam 4, and described extension beam 4 is mutually fixedly connected with fixed beam 3；
Or,
Described girder steel assembly includes being spaced fixed beam 6, and described interval fixed beam 6 is mutually solid with multi-cavity steel column shear wall 1
Fixed；
The width of described girder steel assembly is not more than 150mm.
Between described fixed beam 3 and extension beam 4, it is spaced between fixed beam 6 and multi-cavity steel column shear wall 1 and passes through connecting plate respectively
7 mutually fix, and the thickness of described connecting plate 7 is not more than 10mm；
Described fixed plate 5 is distributed in the top and bottom of fixed beam 3.
Described multi-cavity steel column shear wall 1 is in " one " shape, or one of " L " shape, " T " shape, " ten " shape.
Described fixed beam 3, extension beam 4, interval fixed beam 6 are respectively H profile steel or box steel.
Claims (4)
1. a kind of multi-cavity steel column shear wall structure it is characterised in that：Including several steel plates, described steel plate is assembled into Multi-cavity steel
Post shear wall (1), the width of described multi-cavity steel column shear wall (1) is not more than 150mm, described multi-cavity steel column shear wall (1)
In be provided with concrete (2)；
Described multi-cavity steel column shear wall (1) is fixedly connected with girder steel assembly phase；
Described girder steel assembly includes fixed beam (3) and extension beam (4), described fixed beam (3) and multi-cavity steel column shear wall (1)
Outer wall fix, the two side of described fixed beam (3) is passed through fixed plate (5) respectively and is positioned with multi-cavity steel column shear wall (1), institute
The outer end of the fixed beam (3) stated is provided with extension beam (4), and described extension beam (4) is mutually fixedly connected with fixed beam (3)；
Or,
Described girder steel assembly includes being spaced fixed beam (6), described interval fixed beam (6) and multi-cavity steel column shear wall (1) phase
Fixing；
The width of described girder steel assembly is not more than 150mm.
2. multi-cavity steel column shear wall structure according to claim 1 it is characterised in that：Described fixed beam (3) and extension
Between beam (4), mutually fixed by connecting plate (7) respectively between interval fixed beam (6) and multi-cavity steel column shear wall (1), described connection
The thickness of plate (7) is not more than 10mm；
Described fixed plate (5) is distributed in the top and bottom of fixed beam (3).
3. multi-cavity steel column shear wall structure according to claim 1 it is characterised in that：Described multi-cavity steel column shear wall
(1) it is in " one " shape, or one of " L " shape, " T " shape, " ten " shape.
4. the multi-cavity steel column shear wall structure according to claim 1 or 2 or 3 it is characterised in that：Described fixed beam (3),
Extension beam (4), interval fixed beam (6) are respectively H profile steel or box steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620552464.8U CN205976089U (en) | 2016-06-07 | 2016-06-07 | Multicavity steel column shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620552464.8U CN205976089U (en) | 2016-06-07 | 2016-06-07 | Multicavity steel column shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976089U true CN205976089U (en) | 2017-02-22 |
Family
ID=58021845
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620552464.8U Expired - Fee Related CN205976089U (en) | 2016-06-07 | 2016-06-07 | Multicavity steel column shear wall structure |
Country Status (1)
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| CN (1) | CN205976089U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106002092A (en) * | 2016-06-07 | 2016-10-12 | 潮峰钢构集团有限公司 | Multi-cavity steel column shear wall structure and preparation method thereof |
| CN108086584A (en) * | 2018-01-23 | 2018-05-29 | 南京国电南自电网自动化有限公司 | A kind of prefabricated GRC assembled wall boards |
-
2016
- 2016-06-07 CN CN201620552464.8U patent/CN205976089U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106002092A (en) * | 2016-06-07 | 2016-10-12 | 潮峰钢构集团有限公司 | Multi-cavity steel column shear wall structure and preparation method thereof |
| CN108086584A (en) * | 2018-01-23 | 2018-05-29 | 南京国电南自电网自动化有限公司 | A kind of prefabricated GRC assembled wall boards |
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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: 20170222 Termination date: 20210607 |