CN206538900U - The bracing means of assembled wall - Google Patents
The bracing means of assembled wall Download PDFInfo
- Publication number
- CN206538900U CN206538900U CN201720187598.9U CN201720187598U CN206538900U CN 206538900 U CN206538900 U CN 206538900U CN 201720187598 U CN201720187598 U CN 201720187598U CN 206538900 U CN206538900 U CN 206538900U
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- China
- Prior art keywords
- connecting plate
- assembled wall
- wall
- bracing means
- vierendeel girder
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- 238000010079 rubber tapping Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 abstract description 19
- 239000010959 steel Substances 0.000 abstract description 19
- 230000005540 biological transmission Effects 0.000 abstract description 8
- 230000009286 beneficial effect Effects 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model is related to a kind of bracing means of assembled wall, assembled wall is installed in frame structure, frame structure includes the Vierendeel girder and frame column being mutually connected vertically, and assembled wall includes the wall side column located at side, and the bracing means of assembled wall includes：The anti-drawing element of wall side column and Vierendeel girder junction is fixedly arranged on, anti-drawing element includes：It is sticked and is fixed on the first connecting plate of wall side column；Second connecting plate, is connected to the first connecting plate and is sticked and be fixed on Vierendeel girder；And supporting plate of putting more energy into, it is vertically connected between the first connecting plate and the second connecting plate.Supporting plate of the present utility model of putting more energy into can transmit the pressure of assembled wall, the power transmission demand of lightgage steel joist assembled wall can be met in terms of intensity and rigidity, thus solve in the prior art the shear resistant capacity of assembled wall, the problem of anti-seismic performance is small.
Description
Technical field
The utility model is related to the realm of building construction, espespecially a kind of bracing means of assembled wall.
Background technology
Lightgage steel joist assembled wall, including column, reinforcing bar are combined into using light gauge cold-formed steel shape mostly in the prior art
Frame, is fixed on the wallboard and roof system of steel skeleton.Such a lightgage steel joist assembled wall standardization level is high, environmental protection, still
Its shear resistant capacity, anti-seismic performance are less than general reinforced concrete structure and normal steel structure, it is impossible to meet intensity and firm
The power transmission demand of the increasing lightgage steel joist assembled wall of degree, the tilting moment of lightgage steel joist assembled wall can not be obtained
Transmission.
Utility model content
The purpose of this utility model is the defect for overcoming prior art there is provided a kind of bracing means of assembled wall,
Solve in the prior art the shear resistant capacity of assembled wall, the problem of anti-seismic performance is small.
Realizing the technical scheme of above-mentioned purpose is：
The utility model provides a kind of bracing means of assembled wall, and assembled wall is installed in frame structure, institute
Vierendeel girder and frame column that frame structure includes being mutually connected vertically are stated, the assembled wall is included located at the wall side of side
Post, the bracing means of the assembled wall includes：The anti-drawing element of the wall side column and the Vierendeel girder junction is fixedly arranged on,
The anti-drawing element includes：
It is sticked and is fixed on the first connecting plate of the wall side column；
Second connecting plate, is connected to first connecting plate and is sticked and be fixed on the Vierendeel girder；And
Put more energy into supporting plate, be vertically connected between first connecting plate and second connecting plate.
The beneficial effect of the bracing means of the utility model assembled wall：
The bracing means of the utility model assembled wall between wall side column and Vierendeel girder with anti-drawing element by being carried out
Reinforce, anti-drawing element is welded by hot rolled steel plate, and the wall side column is fixed on by the way that the first connecting plate is sticked, second is connected
Fishplate bar, which is sticked, is fixed on the Vierendeel girder, and the supporting plate that will put more energy into is vertically connected at first connecting plate and second connecting plate
Between, so that supporting plate of putting more energy into can transmit the pressure of assembled wall, light steel dragon can be met in terms of intensity and rigidity
The power transmission demand of bone assembled wall, so that it is small to solve the shear resistant capacity of assembled wall, anti-seismic performance in the prior art
The problem of.
The utility model assembled wall bracing means further improvement is that, first connecting plate passes through two rows
Tapping screw is fixed on the wall side column.
The utility model assembled wall bracing means further improvement is that, second connecting plate is provided with length
Circular hole, second connecting plate wears the slotted hole by bolt and is fixed on the Vierendeel girder.
The utility model assembled wall bracing means further improvement is that, the supporting plate of putting more energy into is located at described
The middle part of first connecting plate and second connecting plate.
The utility model assembled wall bracing means further improvement is that, the supporting plate of putting more energy into is triangle
Plate.
Brief description of the drawings
Fig. 1 is the constructing structure schematic diagram of the bracing means of the utility model assembled wall.
Fig. 2 is the front view of the anti-drawing element of the bracing means of the utility model assembled wall.
Fig. 3 is the side view of the anti-drawing element of the bracing means of the utility model assembled wall.
Fig. 4 is the top view of the anti-drawing element of the bracing means of the utility model assembled wall.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, it is shown that the constructing structure schematic diagram of the bracing means of the utility model assembled wall.Such as Fig. 1 institutes
Show, assembled wall 10 is installed in frame structure 11, frame structure 11 includes the Vierendeel girder 110 and framework being mutually connected vertically
Post 111, assembled wall 10 includes the wall side column 100 located at side.The bracing means of assembled wall includes anti-drawing element 20,
Anti-drawing element 20 is fixedly arranged on wall side column 100 and the junction of Vierendeel girder 110.The bracing means of the utility model assembled wall passes through
Reinforced between wall side column and Vierendeel girder with anti-drawing element, anti-drawing element is welded by hot rolled steel plate, assembling can be transmitted
The pressure of formula wall, can meet the power transmission demand of lightgage steel joist assembled wall, so as to solve in terms of intensity and rigidity
In the prior art the shear resistant capacity of assembled wall, the problem of anti-seismic performance is small.
Refering to Fig. 2 to Fig. 4, the main view of the anti-drawing element of the bracing means of the utility model assembled wall is respectively illustrated
Figure, the side view of the anti-drawing element of the bracing means of the utility model assembled wall, the utility model assembled wall plus
It is fixedly mounted with the top view for the anti-drawing element put.With reference to shown in Fig. 1 to Fig. 4, anti-drawing element 20 includes：First connecting plate 200, second is connected
Plate 201 and supporting plate 202 of putting more energy into, wherein the first connecting plate 200, which is sticked, is fixed on wall side column 100, the second connecting plate 201 connects
The first connecting plate 200 is connected to, the second connecting plate 201, which is sticked, is fixed on Vierendeel girder 110, supporting plate of putting more energy into 202 is vertically connected at
Between one connecting plate 200 and the second connecting plate 201.
In the present embodiment, the first connecting plate 200 is vertically connected at the second connecting plate 201.First connecting plate 200, second
Connecting plate 201 and supporting plate 202 of putting more energy into are made of hot rolled steel plate, and lightgage steel joist can be met in terms of intensity and rigidity
The power transmission demand of assembled wall.And traditional anti-drawing element is formed by light-gauge steel section clod wash more, they can not meet intensity and firm
The power transmission demand of the increasing lightgage steel joist assembled wall of degree.
With reference to shown in Fig. 2 to Fig. 4, in the present embodiment, the first connecting plate 200 is fixed on by two row's tapping screws 203
Wall side column 100.The interval of tapping screw 203 is fixed on the first connecting plate 200 and wall side column 100, sets two row's self tapping spiral shells
Nail 203, improves bonding strength, enhancing structure fastness and reliability.
Second connecting plate 201 is provided with slotted hole 1010, and the second connecting plate 201 wears slotted hole 1010 by bolt 204
It is fixed on Vierendeel girder 110.Using slotted hole 1010, bolt 204 can select the region plugged bigger than circular hole, can solve the problem that due to
The installation difficulty that scantling error is caused.
Supporting plate of putting more energy into 202 is located at the middle part of the first connecting plate 200 and the second connecting plate 201.Two 203 points of row's tapping screws
The both sides for supporting plate 202 of putting more energy into are not arranged on.Two bolts 204 are separately fixed at the both sides for supporting plate 202 of putting more energy into, so that
Total is more consolidated.In the present embodiment, supporting plate of putting more energy into 202 is set square.
In the present embodiment, the angle between the wall side column and Vierendeel girder of assembled wall 10 uses bracing means
Reinforced, supporting plate of putting more energy into can transmit the pressure of assembled wall, light steel dragon can be met in terms of intensity and rigidity
The power transmission demand of bone assembled wall, so as to solve the shear resistant capacity of assembled wall, anti-seismic performance in the prior art
Small the problem of.
The bracing means of the utility model assembled wall has the beneficial effect that：
The bracing means of the utility model assembled wall between wall side column and Vierendeel girder with anti-drawing element by being carried out
Reinforce, anti-drawing element is welded by hot rolled steel plate, wall side column is fixed on by the way that the first connecting plate is sticked, by the second connecting plate
It is sticked and is fixed on Vierendeel girder, the supporting plate that will put more energy into is vertically connected between the first connecting plate and the second connecting plate, so that branch of putting more energy into
Fagging can transmit the pressure of assembled wall, and the biography of lightgage steel joist assembled wall can be met in terms of intensity and rigidity
Power demand, thus solve in the prior art the shear resistant capacity of assembled wall, the problem of anti-seismic performance is small.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, the utility model regard the scope defined using appended claims as protection domain of the present utility model.
Claims (5)
1. a kind of bracing means of assembled wall, assembled wall is installed in frame structure, the frame structure includes phase
Mutual Vierendeel girder and frame column connected vertically, the assembled wall include the wall side column located at side, it is characterised in that institute
Stating the bracing means of assembled wall includes：The anti-drawing element of the wall side column and the Vierendeel girder junction is fixedly arranged on, it is described
Anti-drawing element includes：
It is sticked and is fixed on the first connecting plate of the wall side column；
Second connecting plate, is connected to first connecting plate and is sticked and be fixed on the Vierendeel girder；And
Put more energy into supporting plate, be vertically connected between first connecting plate and second connecting plate.
2. the bracing means of assembled wall as claimed in claim 1, it is characterised in that first connecting plate passes through two rows
Tapping screw is fixed on the wall side column.
3. the bracing means of assembled wall as claimed in claim 1, it is characterised in that second connecting plate is provided with length
Circular hole, second connecting plate wears the slotted hole by bolt and is fixed on the Vierendeel girder.
4. the bracing means of assembled wall as claimed in claim 1, it is characterised in that the supporting plate of putting more energy into is located at described
The middle part of first connecting plate and second connecting plate.
5. the bracing means of assembled wall as claimed in claim 1, it is characterised in that the supporting plate of putting more energy into is triangle
Plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720187598.9U CN206538900U (en) | 2017-03-01 | 2017-03-01 | The bracing means of assembled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720187598.9U CN206538900U (en) | 2017-03-01 | 2017-03-01 | The bracing means of assembled wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206538900U true CN206538900U (en) | 2017-10-03 |
Family
ID=59946624
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720187598.9U Active CN206538900U (en) | 2017-03-01 | 2017-03-01 | The bracing means of assembled wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206538900U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439360A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | A prefabricated light steel fence and its installation method |
| CN113482395A (en) * | 2021-08-17 | 2021-10-08 | 上海市建筑科学研究院有限公司 | Structure and method for reinforcing shear wall with light wood structure |
-
2017
- 2017-03-01 CN CN201720187598.9U patent/CN206538900U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439360A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | A prefabricated light steel fence and its installation method |
| CN113482395A (en) * | 2021-08-17 | 2021-10-08 | 上海市建筑科学研究院有限公司 | Structure and method for reinforcing shear wall with light wood structure |
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| GR01 | Patent grant |