CN208533775U - Assembled double steel plate shear wall - Google Patents
Assembled double steel plate shear wall Download PDFInfo
- Publication number
- CN208533775U CN208533775U CN201820371677.XU CN201820371677U CN208533775U CN 208533775 U CN208533775 U CN 208533775U CN 201820371677 U CN201820371677 U CN 201820371677U CN 208533775 U CN208533775 U CN 208533775U
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- steel plate
- steel
- channel steel
- channel
- shear wall
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Abstract
The utility model relates to building structure technology fields, more particularly to assembled double steel plate shear wall, including the first steel plate, second steel plate, first channel steel and the second channel steel, first channel steel and the second channel steel are oppositely arranged, the both ends of first steel plate are connect with the side of the first channel steel and the second channel steel side respectively, the both ends of second steel plate are connect with the side of the first channel steel and the second channel steel other side respectively, first steel plate, second steel plate, filled with concrete in the inner cavity formed after first channel steel and the connection of the second channel steel, it is connected between first steel plate and the second steel plate by multiple hexagon socket head cap screws.The shear wall has stable structure, the characteristics of being unlikely to deform.
Description
Technical field
The utility model relates to building structure technology fields, and in particular to assembled double steel plate shear wall.
Background technique
In the wall structure of existing structure, existing shear wall be easy to cause metope to heave after casting concrete
Deformation, causes the structural instability of shear wall, and existing shear wall, there is also structure is complicated, difficulty of processing is big, at
This high defect.
Summary of the invention
To solve problems of the prior art, the purpose of this utility model is to provide assembled double steel plate shearings
Wall, which has stable structure, the characteristics of being unlikely to deform.
Technical solution used by the utility model is as follows:
Assembled double steel plate shear wall, including the first steel plate, the second steel plate, the first channel steel and the second channel steel, the first channel steel
It being oppositely arranged with the second channel steel, the both ends of the first steel plate are connect with the side of the first channel steel and the second channel steel side respectively, and second
The both ends of steel plate are connect with the side of the first channel steel and the second channel steel other side respectively, are passed through between the first steel plate and the second steel plate
Multiple hexagon socket head cap screws connect, and fill in the inner cavity formed after the first steel plate, the second steel plate, the first channel steel and the connection of the second channel steel
There is concrete.
The opening of first channel steel and the second channel steel is oppositely arranged.
The bottom edge of first channel steel is aligned with the edge of the first steel plate and the second steel plate side, the bottom edge of the second channel steel and first
Steel plate and the alignment of the edge of the second steel plate other side.
The opening of first channel steel and the second channel steel is disposed opposite to each other.
The end of first channel steel side is aligned with the edge of the first steel plate and the second steel plate side, the end of the second channel steel side
Portion is aligned with the edge of the first steel plate and the second steel plate other side.
It is connected between first channel steel and the first steel plate and the second steel plate by hexagon socket head cap screw, hexagon socket head cap screw runs through first
Two sides of steel plate, the second steel plate and the first channel steel.
It is connected between second channel steel and the first steel plate and the second steel plate by hexagon socket head cap screw, hexagon socket head cap screw runs through first
Two sides of steel plate, the second steel plate and the second channel steel.
Compared with prior art, the utility model has the following beneficial effects:
The assembled double steel plate shear wall of the utility model is by the way that the first channel steel and the second channel steel to be oppositely arranged, the first steel
The both ends of plate are connect with the side of the first channel steel and the second channel steel side respectively, the both ends of the second steel plate respectively with the first channel steel and
The characteristics of side of the second channel steel other side connects, therefore the assembled double steel plate shear wall has structure simple, is convenient for assembly；
The first steel plate and the second steel plate are attached by multiple hexagon socket head cap screws, so that whole between the first steel plate and the second steel plate
Property preferable, rigidity with higher, when to the first steel plate, the second steel plate, the first channel steel and the second channel steel connect after formed in
In chamber after casting concrete, the first steel plate and the second steel plate are unlikely to deform, therefore the assembled double steel plate shearing of the utility model
Wall has stable structure, the characteristics of being unlikely to deform.
Further, after the opening of the first channel steel and the second channel steel is disposed opposite to each other, the opening of the first channel steel and the second channel steel
It can be used as pipeline passway, there is no need to additional designs chases, can save working hour, save the cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the assembled double steel plate shear wall embodiment 1 of the utility model；
Fig. 2 is the structural schematic diagram of the assembled double steel plate shear wall embodiment 2 of the utility model.
Wherein, the first steel plate of 1-, the second steel plate of 1-1-, 2- hexagon socket head cap screw, 3- concrete, the first channel steel of 4-, 4-1-
Two channel steels.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and examples.
As depicted in figs. 1 and 2, the assembled double steel plate shear wall of the utility model, including the first steel plate 1, the second steel plate
1-1, the first channel steel 4 and the second channel steel 4-1, the first channel steel 4 and the second channel steel 4-1 are oppositely arranged, the both ends difference of the first steel plate 1
Connect with the side of the first channel steel 4 and the second side channel steel 4-1, the both ends of the second steel plate 1-1 respectively with the first channel steel 4 and second
The side of the other side channel steel 4-1 connects, and is connected between the first steel plate 1 and the second steel plate 1-1 by multiple hexagon socket head cap screws 2, the
Concrete 3 is filled in the inner cavity that one steel plate 1, the second steel plate 1-1, the first channel steel 4 are formed after connecting with the second channel steel 4-1；
It is connected between first channel steel 4 and the first steel plate 1 and the second steel plate 1-1 by hexagon socket head cap screw 2, hexagon socket head cap screw 2
Through two sides of the first steel plate 1, the second steel plate 1-1 and the first channel steel 4；
It is connected between second channel steel 4-1 and the first steel plate 1 and the second steel plate 1-1 by hexagon socket head cap screw 2, hexagon socket head cap screw
2 through two sides of the first steel plate 1, the second steel plate 1-1 and the second channel steel 4-1.
Embodiment 1
The opening of first channel steel 4 and the second channel steel 4-1 is oppositely arranged (such as Fig. 1), the bottom edge of the first channel steel 4 and the first steel
Plate 1 and the alignment of the edge of the second side steel plate 1-1, the bottom edge of the second channel steel 4-1 and the first steel plate 1 and the second steel plate 1-1 are another
The edge of side is aligned.
Embodiment 2
The opening of first channel steel 4 and the second channel steel 4-1 is disposed opposite to each other (such as Fig. 2), the end of 4 side of the first channel steel and the
One steel plate 1 and the alignment of the edge of the second side steel plate 1-1, the end of the second side channel steel 4-1 and the first steel plate 1 and the second steel plate
The edge of the other side 1-1 is aligned.
Claims (5)
1. assembled double steel plate shear wall, which is characterized in that including the first steel plate (1), the second steel plate (1-1), the first channel steel (4)
With the second channel steel (4-1), the first channel steel (4) and the second channel steel (4-1) are oppositely arranged, and the both ends of the first steel plate (1) are respectively with
One channel steel (4) is connected with the side of the side the second channel steel (4-1), the both ends of the second steel plate (1-1) respectively with the first channel steel (4) and
The side of the other side the second channel steel (4-1) connects, and passes through multiple interior hexagonal spiral shells between the first steel plate (1) and the second steel plate (1-1)
Bolt (2) connection is formed interior after the first steel plate (1), the second steel plate (1-1), the first channel steel (4) and the second channel steel (4-1) connection
Concrete (3) are filled in chamber；
It is connect between first channel steel (4) and the first steel plate (1) and the second steel plate (1-1) by hexagon socket head cap screw (2), interior hexagonal spiral shell
Bolt (2) is through the first steel plate (1), two sides of the second steel plate (1-1) and the first channel steel (4)；
It is connect between second channel steel (4-1) and the first steel plate (1) and the second steel plate (1-1) by hexagon socket head cap screw (2), interior hexagonal
Bolt (2) is through the first steel plate (1), two sides of the second steel plate (1-1) and the second channel steel (4-1).
2. assembled double steel plate shear wall according to claim 1, which is characterized in that first channel steel (4) and second
The opening of channel steel (4-1) is oppositely arranged.
3. assembled double steel plate shear wall according to claim 2, which is characterized in that the bottom edge of the first channel steel (4) and the
One steel plate (1) and the alignment of the edge of the side the second steel plate (1-1), the bottom edge of the second channel steel (4-1) and the first steel plate (1) and second
The edge of the other side steel plate (1-1) is aligned.
4. assembled double steel plate shear wall according to claim 1, which is characterized in that first channel steel (4) and second
The opening of channel steel (4-1) is disposed opposite to each other.
5. assembled double steel plate shear wall according to claim 4, which is characterized in that the end of the first channel steel (4) side
It is aligned with the edge of the first steel plate (1) and the side the second steel plate (1-1), the end of the side the second channel steel (4-1) and the first steel plate
(1) it is aligned with the edge of the other side the second steel plate (1-1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820371677.XU CN208533775U (en) | 2018-03-19 | 2018-03-19 | Assembled double steel plate shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820371677.XU CN208533775U (en) | 2018-03-19 | 2018-03-19 | Assembled double steel plate shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208533775U true CN208533775U (en) | 2019-02-22 |
Family
ID=65395354
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820371677.XU Active CN208533775U (en) | 2018-03-19 | 2018-03-19 | Assembled double steel plate shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208533775U (en) |
-
2018
- 2018-03-19 CN CN201820371677.XU patent/CN208533775U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190731 Address after: 710055 Shaanxi province Xi'an Beilin District Yanta Road No. 13 Patentee after: Xi'an construction division big Assets Management Co., Ltd. Address before: 710055 Shaanxi province Xi'an Beilin District Yanta Road No. 13 Patentee before: Xi'an Architectural Sci & Tech. Univ. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190820 Address after: 710055 Campus of Xi'an University of Architectural Science and Technology, No. 13 Yanta Road, Beilin District, Xi'an City, Shaanxi Province Patentee after: Xi'an Jianda Assembly Steel Structure Research Institute Co., Ltd. Address before: 710055 Shaanxi province Xi'an Beilin District Yanta Road No. 13 Patentee before: Xi'an construction division big Assets Management Co., Ltd. |