CN206233415U - Fabricated shear wall that can be shockproof - Google Patents
Fabricated shear wall that can be shockproof Download PDFInfo
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- CN206233415U CN206233415U CN201621334581.3U CN201621334581U CN206233415U CN 206233415 U CN206233415 U CN 206233415U CN 201621334581 U CN201621334581 U CN 201621334581U CN 206233415 U CN206233415 U CN 206233415U
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- shear wall
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Abstract
The utility model discloses a kind of fabricated shear wall that can be shockproof, including shear wall main body, in shear wall main body（1）Two-layer steel bar layer is provided with before and after inside, every layer of steel bar layer includes interior framework of steel reinforcement（2）With outer framework of steel reinforcement（3）, interior framework of steel reinforcement（2）With outer framework of steel reinforcement（3）Four corners between pass through oblique reinforcing bar（4）Welded.The utility model can be shockproof the advantage of fabricated shear wall be that the shear wall structure is lightweight, sound construction, with good shockproof properties, can effectively reduce the earthquake response of structure, increase the degree of safety of structure.
Description
Technical field
The utility model is related to a kind of shear wall, fabricated shear wall that especially can be shockproof.
Background technology
Assembled architecture refers to the building in assemble in site with prefabricated component.The advantage of this building is to build speed
Degree is fast, and climate conditionality is small, saves labour and can improve construction quality.But existing assembly concrete shear wall
From great, shockproof properties are poor, and applications well cannot be obtained in earthquake prone areas.
Utility model content
The purpose of this utility model is, for above-mentioned the deficiencies in the prior art, there is provided a kind of assembled shearing that can be shockproof
Wall, the shear wall structure is lightweight, sound construction, can effectively reduce the earthquake response of structure, increases the degree of safety of structure.
To obtain above-mentioned technique effect, the technical scheme that the utility model is used is as follows：
The utility model can be shockproof fabricated shear wall, including shear wall main body sets before and after shear wall body interior
Two-layer steel bar layer is equipped with, every layer of steel bar layer includes interior framework of steel reinforcement and outer framework of steel reinforcement, interior framework of steel reinforcement and outer reinforcing bar
Welded by oblique reinforcing bar between four corners of skeleton, led between the four edges portion of interior framework of steel reinforcement and outer framework of steel reinforcement
The uniform first longitudinal direction reinforcing bar of super-interval and the first transverse steel are welded to connect, between first longitudinal direction reinforcing bar and the first transverse steel
Gauge is connected to evenly spaced second longitudinal direction reinforcing bar from 20cm is in interior framework of steel reinforcement internal welding（With the second transverse steel,
Two longitudinal reinforcements and the second transverse steel spacing distance are 40cm.
As preferred scheme of the present utility model, shear wall body interior is provided with cast-in-place filled cavity, it is described cast-in-place to fill out
Fill chamber to be located between front and rear two-layer steel bar layer, cast-in-place lightweight aggregate concrete layer is provided with cast-in-place filled cavity, in cast-in-place filling
Chamber edge is provided with cast-in-place reserved passageway.
As preferred scheme of the present utility model, stirrup is provided between front and rear two-layer steel bar layer.
As preferred scheme of the present utility model, ring muscle is furnished with shear wall main body upper and lower ends are even respectively.
As preferred scheme of the present utility model, shear wall main body lower end is provided with grafting block, in shear wall main body
End is provided with the reinforcement block being engaged with grafting block, and grafting block is inserted into carries out plug-in type connection in reinforcement block.
The utility model can be shockproof the advantage of fabricated shear wall be that the shear wall structure is lightweight, sound construction, tool
There are good shockproof properties, can effectively reduce the earthquake response of structure, increase the degree of safety of structure.
Brief description of the drawings
In order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the main view direction structure schematic diagram of the fabricated shear wall that the utility model can be shockproof.
Fig. 2 is the side-looking direction structural representation of the fabricated shear wall that the utility model can be shockproof.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is paid
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
As shown in Figure 1, 2, the fabricated shear wall that the utility model can be shockproof, including shear wall main body, in shear wall master
The upper and lower ends of body 1 are even respectively to be furnished with ring muscle 14.The lower end of shear wall main body 1 is provided with grafting block 11, in the upper end of shear wall main body 1
It is provided with the reinforcement block 12 being engaged with grafting block, grafting block 11 is inserted into reinforcement block 12 and carries out plug-in type connection.By
The upper and lower ends of shear wall main body 1 setting ring muscle 14 can be poured after later stage shear wall is installed is cast in ring muscle 14
It is interior, connecting framework is formed, so as to improve the connective stability between upper and lower shear wall main body.By in shear wall main body about 1
Two ends set grafting block 11 and reinforcement block 12, quickly can be so inserted into grafting block 11 when shear wall installation is carried out and added
Gu in block 12, so as to upper and lower two pieces of shear wall main bodys be quickly connected, while also acting as the effect of good anti-displacement, prevent
Only there is dimensional discrepancy when mounted in shear wall main body, so as to ensure that installation quality.
Two-layer steel bar layer is provided with before and after the inside of shear wall main body 1, stirrup is provided between front and rear two-layer steel bar layer
13.Be attached for two-layer steel bar layer by stirrup 13, strengthens the globality of steel bar layer.
On the one hand steel bar layer can strengthen the intensity of shear wall, on the other hand also act as good antihunt action, described every
Layer steel bar layer includes interior framework of steel reinforcement 2 and outer framework of steel reinforcement 3, between interior framework of steel reinforcement 2 and four corners of outer framework of steel reinforcement 3
Welded by oblique reinforcing bar 4, by evenly spaced the between the four edges portion of interior framework of steel reinforcement 2 and outer framework of steel reinforcement 3
One longitudinal reinforcement 5 and the first transverse steel 6 are welded to connect, and the spacing distance of the transverse steel 6 of first longitudinal direction reinforcing bar 5 and first is
20cm, the transverse steel 8 of evenly spaced second longitudinal direction reinforcing bar 7 and second, second longitudinal direction steel are connected in the internal welding of interior framework of steel reinforcement 2
The spacing distance of 7 and second transverse steel of muscle 8 is 40cm.The structure shape of framework of steel reinforcement 2 and outer framework of steel reinforcement 3 in by setting
Formula, makes steel bar layer in the case of good tensile property is ensured, reasonably combined amount of reinforcement saves fund input.
Shear wall body interior is provided with cast-in-place filled cavity, the cast-in-place filled cavity be located at before and after two-layer steel bar layer it
Between, cast-in-place lightweight aggregate concrete layer 9 is provided with cast-in-place filled cavity, cast-in-place filled cavity edge is provided with cast-in-place reserved passageway
10.Cast-in-place filled cavity is internally provided with by shear wall main body 1, the phase of cast-in-place reserved passageway 10 of cast-in-place filled cavity and surrounding
It is logical, so as to form hollow cavity in shear wall main center, by injecting cast-in-place lightweight aggregate concrete material in the cavity, gently
Aggregate concrete material alleviates the weight of shear wall main body while shear wall intensity is not influenceed, while cast-in-place reserved passageway
Setting makes the cast-in-place lightweight aggregate concrete bed of material tightr with the fitness of shear wall main body 1, further increases the whole of shear wall
Body intensity and steadiness.
Preferred embodiment of the present utility model is the foregoing is only, is not used to limit the utility model, it is all at this
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc. should be included in the utility model
Protection domain within.
Claims (5)
1. a kind of fabricated shear wall that can be shockproof, including shear wall main body, it is characterised in that：In shear wall main body（1）It is internal
Front and rear to be provided with two-layer steel bar layer, every layer of steel bar layer includes interior framework of steel reinforcement（2）With outer framework of steel reinforcement（3）, interior framework of steel reinforcement
（2）With outer framework of steel reinforcement（3）Four corners between pass through oblique reinforcing bar（4）Welded, interior framework of steel reinforcement（2）With outer reinforcing bar
Skeleton（3）Four edges portion between by evenly spaced first longitudinal direction reinforcing bar（5）With the first transverse steel（6）It is welded to connect,
First longitudinal direction reinforcing bar（5）With the first transverse steel（6）Spacing distance be 20cm, in interior framework of steel reinforcement（2）Internal welding is connected to
Evenly spaced second longitudinal direction reinforcing bar（7）With the second transverse steel（8）, second longitudinal direction reinforcing bar（7）With the second transverse steel（8）Between
Gauge is from being 40cm.
2. fabricated shear wall that can be shockproof according to claim 1, it is characterised in that：Set in shear wall body interior
Before and after having cast-in-place filled cavity, the cast-in-place filled cavity to be located between two-layer steel bar layer, it is provided with cast-in-place filled cavity cast-in-place light
Aggregate concrete layer（9）, cast-in-place filled cavity edge is provided with cast-in-place reserved passageway（10）.
3. fabricated shear wall that can be shockproof according to claim 1, it is characterised in that：Between front and rear two-layer steel bar layer
It is provided with stirrup（13）.
4. fabricated shear wall that can be shockproof according to claim 1, it is characterised in that：In shear wall main body（1）Up and down
Two ends are even respectively to be furnished with ring muscle（14）.
5. fabricated shear wall that can be shockproof according to claim 1, it is characterised in that：In shear wall main body（1）Lower end
It is provided with grafting block（11）, in shear wall main body（1）Upper end is provided with the reinforcement block being engaged with grafting block（12）, grafting block
（11）It is inserted into reinforcement block（12）Inside carry out plug-in type connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621334581.3U CN206233415U (en) | 2016-12-07 | 2016-12-07 | Fabricated shear wall that can be shockproof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621334581.3U CN206233415U (en) | 2016-12-07 | 2016-12-07 | Fabricated shear wall that can be shockproof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233415U true CN206233415U (en) | 2017-06-09 |
Family
ID=58978686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621334581.3U Expired - Fee Related CN206233415U (en) | 2016-12-07 | 2016-12-07 | Fabricated shear wall that can be shockproof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233415U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313551A (en) * | 2017-08-25 | 2017-11-03 | 姚攀峰 | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method |
-
2016
- 2016-12-07 CN CN201621334581.3U patent/CN206233415U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313551A (en) * | 2017-08-25 | 2017-11-03 | 姚攀峰 | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170609 Termination date: 20201207 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |