CN207194217U - A kind of assembled architecture wall - Google Patents
A kind of assembled architecture wall Download PDFInfo
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- CN207194217U CN207194217U CN201721050199.4U CN201721050199U CN207194217U CN 207194217 U CN207194217 U CN 207194217U CN 201721050199 U CN201721050199 U CN 201721050199U CN 207194217 U CN207194217 U CN 207194217U
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- crossbeam
- wall body
- wall
- longitudinal bracing
- cross
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Abstract
The utility model discloses a kind of assembled architecture wall, including main wall body, crossbeam, foundation and shear wall, crossbeam is installed on the top of main wall body, and shear wall is installed on the bottom of main wall body；Concrete layer is filled with shear wall and forms the foundation；The lateral surface of the main wall body is provided with bamboo-carbon layer；The shear wall includes multiple cross-brace pipes, multiple longitudinal bracing pipes and connection component, and multiple cross-brace pipes are intervally arranged along the short transverse of shear wall；Multiple longitudinal bracing pipes are intervally arranged along the width of shear wall；Multiple longitudinal bracing pipes are connected between two adjacent cross-brace pipes；Each longitudinal bracing pipe is affixed by the connection component with cross-brace pipe.Assembled architecture wall of the present utility model, the flue dust that it can be inside adsorption space, while there is stable shear wall structure.
Description
Technical field
It the utility model is related to building trade technical field, more particularly to a kind of assembled architecture wall.
Background technology
At present, there are some defects in the existing wall in China in use, for example, present wall use when
The function of lacking certain absorption flue dust is waited, and the wall having also is not very fire resisting, so when fire occurs, is held very much
Easily there is Hong the phenomenon collapsed, while traditional shear wall existing defects in use, the Steel bar rack knot in its shear wall
Structure is not firm enough, the danger of deformation in use be present.
Utility model content
For overcome the deficiencies in the prior art, the purpose of this utility model is to provide a kind of assembled architecture wall, its
Flue dust inside energy adsorption space, while there is stable shear wall structure.
The purpose of this utility model is realized using following technical scheme：
A kind of assembled architecture wall, including main wall body, crossbeam, foundation and shear wall, crossbeam are installed on main wall body
Top, shear wall are installed on the bottom of main wall body；Concrete layer is filled with shear wall and forms the foundation；The main wall body
Lateral surface be provided with bamboo-carbon layer；The shear wall includes multiple cross-brace pipes, multiple longitudinal bracing pipes and connection component, more
Individual cross-brace pipe is intervally arranged along the short transverse of shear wall；Width interval row of multiple longitudinal bracing pipes along shear wall
Cloth；Multiple longitudinal bracing pipes are connected between two adjacent cross-brace pipes；Each longitudinal bracing pipe and cross-brace
Pipe is affixed by the connection component.
Preferably, the connection component includes fixed cover, connecting rod, top fixed plate and side fixed plate, the fixed cover
It is set on cross-brace pipe, one end of connecting rod is fixed on cross-brace pipe, and the other end of connecting rod is fixed in longitudinal branch
On stay tube；Top fixed plate is fixed in the top of fixed cover and fixed with the end of longitudinal bracing pipe；Side fixed plate is fixed in fixation
The sidepiece of set is simultaneously affixed with cross-brace pipe.
Preferably, the outer surface of longitudinal bracing pipe is provided with Zinc material layer.
Preferably, it is convexly equipped with spelter outside the longitudinal bracing pipe.
Preferably, longitudinal bracing pipe is internally formed hollow bulb；Longitudinal bracing pipe is provided with upper osculum and lower osculum, institute
State osculum and lower osculum connects with the hollow bulb.
Preferably, main wall body includes main wall body steel bar framework and main wall body concrete layer, the filling of main wall body concrete layer
In in main wall body steel bar framework.
Preferably, crossbeam includes crossbeam steel bar framework and crossbeam concrete layer, and crossbeam concrete layer is filled in beam steel
In muscle framework；Crossbeam steel bar framework includes multiple crossbeams and erects reinforcing bar and multiple crossbeam cross reinforcements；Multiple crossbeams erect reinforcing bar and multiple
Crossbeam cross reinforcement is intersecting and affixed.
Preferably, foundation steel bar framework is installed with the shear wall；The foundation is filled in foundation steel bar framework.
Preferably, the outer surface of the main wall body is provided with dirt bed, and the bamboo-carbon layer is located at the outside of dirt bed；Dirt bed
Internal decking sheet is provided between bamboo-carbon layer.
Preferably, side of the main wall body away from bamboo-carbon layer is formed as decorative cover, and the decorative cover is provided with outer decorative layer.
Compared with prior art, the beneficial effects of the utility model are：1st, it is provided with bamboo-carbon layer in the outer surface of main wall body,
Bamboo-carbon layer can be at any time adsorption space inside flue dust, certain catharsis can be thus played to interior volume, is carried
High interior volume environmental amenity degree.
, shear wall formed by multiple longitudinal bracing pipes and multiple cross-brace pipes by the way that connection component is affixed, and shear wall
Interior fill concrete layer forms foundation, can greatly promote the stability of shear wall and foundation, prevent that shape occurs during use
Become.The refractoriness of wall can be also lifted simultaneously, improve the performance of main wall body.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is sectional view of the present utility model；
Fig. 3 is the partial structural diagram of shear wall of the present utility model；
Fig. 4 is the structural representation of longitudinal bracing pipe of the present utility model.
In figure：10th, crossbeam；11st, crossbeam erects reinforcing bar；12nd, crossbeam cross reinforcement；13rd, crossbeam concrete layer；20th, main wall body；
21st, bamboo-carbon layer；22nd, main wall body steel bar framework；23rd, dirt bed；24th, internal decking sheet；25th, outer decorative layer；30th, shear wall；31st, mix
Solidifying soil layer；32nd, foundation steel bar framework cross reinforcement；33rd, foundation steel bar framework erects reinforcing bar；301st, cross-brace pipe；302nd, longitudinal direction branch
Stay tube；3021st, hollow bulb；3022nd, upper osculum；3023rd, lower osculum；3024th, spelter；303rd, connecting rod；304th, top is fixed
Plate；305th, side fixed plate；306th, fixed cover；40th, right column；50th, left column.
Embodiment
Below, with reference to accompanying drawing and embodiment, the utility model is described further：
A kind of assembled architecture wall as Figure 1-4, including main wall body 20, crossbeam 10, foundation and shear wall 30,
Specific crossbeam 10 is arranged on the top of main wall body 20, and shear wall 30 is arranged on the bottom of main wall body 20.Filled out simultaneously in shear wall 30
Filled with concrete layer 31, the concrete layer 31 can form the foundation of above-mentioned main wall body 20.Bamboo is provided with the lateral surface of main wall body 20
Layer of charcoal 21, the flue dust inside adsorption space that the bamboo-carbon layer 21 can be at any time, interior volume can thus be played certain
Catharsis, improve interior volume environmental amenity degree.
In addition, shear wall 30 includes multiple cross-brace pipes 301, multiple longitudinal bracing pipes 302 and connection component, make more
Short transverse of the individual cross-brace pipe 301 along shear wall 30 is intervally arranged, width of multiple longitudinal bracing pipes 302 along shear wall 30
Direction is intervally arranged.Multiple longitudinal bracing pipes 302 are connected between two adjacent cross-brace pipes 301；Each longitudinal bracing
Pipe 302 is affixed by connection component with cross-brace pipe 301.I other words the shear wall 30 of the assembled wall is by multiple longitudinal directions
Support tube 302 and multiple cross-brace pipes 301 are by the affixed formation of connection component, and the shape of fill concrete layer 31 in shear wall 30
Into foundation, the stability of shear wall 30 and foundation can be greatly promoted, prevents from deforming upon during use.It can also be lifted simultaneously
The refractoriness of wall, improve the performance of main wall body 20.
Preferably, in the present embodiment, connection component includes fixed cover 306, connecting rod 303, top fixed plate 304 and side
Fixed plate 305, in the assembling of shear wall 30, fixed cover 306 can be set on cross-brace pipe 301, while connecting rod 303
One end be fixed on cross-brace pipe 301, the other end of connecting rod 303 is fixed on longitudinal bracing pipe 302.It is in addition, above-mentioned
Top fixed plate 304 is fixed in the top of fixed cover 306 and fixed with the end of longitudinal bracing pipe 302, and side fixed plate 305 is fixed in
The sidepiece of fixed cover 306 is simultaneously affixed with cross-brace pipe 301.In this way, cross-brace pipe 301 and longitudinal bracing pipe 302 are being connected
Place forms triangular support configurations with connecting rod 303, because triangle has stability, can cause shear wall using three-legged structure
30 is more firm in use.In addition, being fixed by top fixing plate, fixed cover 306 and sidepiece fixed plate, make
It supports stress point to increase, and is unlikely to deform.Certainly, above-mentioned connecting rod 303, top fixed plate 304 and side fixed plate 305 and transverse direction
Support tube 301 and longitudinal bracing pipe 302 can be fixedly connected using bolt, be easy to assemble.
Preferably, the outer surface of longitudinal bracing pipe 302 is provided with Zinc material layer, above-mentioned longitudinal bracing pipe 302 and cross-brace
Pipe 301 selects steel pipe, and one layer of Zinc material layer has been plated on the surface of longitudinal bracing pipe 302, because the chemical property of zinc is more active than iron,
Even if Zinc material layer is damaged, galvanic cell can be also formed in breakage, galvanic cell chemical reaction occurs, protects iron not to be corroded, makes
The service life of longitudinal bracing pipe 302 is longer.
Moreover, spelter 3024 is convexly equipped with outside longitudinal bracing pipe 302, in moist dark environment, spelter
3024 form galvanic cell with iron, protect iron not to be corroded, and equally can also reduce the corrosion of longitudinal bracing pipe 302, and raising uses the longevity
Life.
Preferably, hollow bulb 3021 is internally formed in longitudinal bracing pipe 302, while provided with upper on longitudinal bracing pipe 302
Osculum 3022 and lower osculum 3023, osculum 3022 and lower osculum 3023 is set to be connected with hollow bulb 3021.In this way,
After wall assembles, when thering is the water to be penetrated into by the interface of longitudinal bracing pipe 302 and cross-brace pipe 301, hollow bulb 3021
Water water can be discharged by upper osculum 3022 or lower osculum 3023, reduce longitudinal bracing pipe 302 and cross-brace
The corrosion of pipe 301.
Preferably, above-mentioned main wall body 20 includes main wall body steel bar framework 22 and main wall body concrete layer, the main wall body
Concrete layer is filled in main wall body steel bar framework 22, in addition, steel bar welding can be internally provided with main wall body steel bar framework 22
Joint, it can so reinforce the structure and its fire resistance of main wall body 20.
Likewise, crossbeam 10 may include crossbeam steel bar framework and crossbeam concrete layer 13, the crossbeam concrete layer 13 is filled out
Fill in the steel bar framework of crossbeam 10.And crossbeam steel bar framework includes multiple crossbeams and erects reinforcing bar 11 and multiple crossbeam cross reinforcements 12, makes
Multiple crossbeams erect reinforcing bar 11 and multiple crossbeam cross reinforcements 12 are intersecting and affixed, equally also can the structure of reinforcing crossmember 10 and its fire resisting
Performance.
Preferably, foundation steel bar framework is fixedly provided with shear wall 30, above-mentioned foundation is filled in foundation steel bar framework, together
Sample can also strengthen the supporting construction and fire resistance of the wall.
Preferably, the outer surface of main wall body 20 is provided with dirt bed 23, and bamboo-carbon layer 21 is located at the outside of dirt bed 23；Dirt bed
Internal decking sheet 24 is provided between 23 and bamboo-carbon layer 21, the intensity of wall can be strengthened.
Preferably, decorative cover is formed as in side of the main wall body 20 away from bamboo-carbon layer 21, the decorative cover is provided with external decoration
Layer 25, makes metope attractive in appearance.
Certainly, in order to further strengthen the structure of wall, also left column 50 and the right side can be provided with the both sides of main wall body 20
Column 40, left column 50 and right column 40 are all connected between crossbeam 10 and foundation, make the structure of main wall body 20 more stable, no
Easily cave in.
It will be apparent to those skilled in the art that technical scheme that can be as described above and design, make other various
Corresponding change and deformation, and all these changes and deformation should all belong to the protection of the utility model claims
Within the scope of.
Claims (10)
1. a kind of assembled architecture wall, it is characterised in that including main wall body, crossbeam, foundation and shear wall, crossbeam is installed on
The top of main wall body, shear wall are installed on the bottom of main wall body；Concrete layer is filled with shear wall and forms the foundation；Institute
The lateral surface for stating main wall body is provided with bamboo-carbon layer；The shear wall includes multiple cross-brace pipes, multiple longitudinal bracing pipes and company
Connected components, multiple cross-brace pipes are intervally arranged along the short transverse of shear wall；Width of multiple longitudinal bracing pipes along shear wall
Direction is intervally arranged；Multiple longitudinal bracing pipes are connected between two adjacent cross-brace pipes；Each longitudinal bracing pipe
It is affixed by the connection component with cross-brace pipe.
2. assembled architecture wall as claimed in claim 1, it is characterised in that the connection component includes fixed cover, connection
Bar, top fixed plate and side fixed plate, the fixed cover are set on cross-brace pipe, and one end of connecting rod is fixed in horizontal branch
On stay tube, the other end of connecting rod is fixed on longitudinal bracing pipe；Top fixed plate be fixed in fixed cover top and with longitudinal branch
The end of stay tube is fixed；Side fixed plate is fixed in the sidepiece of fixed cover and affixed with cross-brace pipe.
3. assembled architecture wall as claimed in claim 1, it is characterised in that the outer surface of longitudinal bracing pipe is provided with Zinc material
Layer.
4. the assembled architecture wall as described in claim 1 or 3, it is characterised in that be convexly equipped with outside the longitudinal bracing pipe
Spelter.
5. assembled architecture wall as claimed in claim 4, it is characterised in that longitudinal bracing pipe is internally formed hollow bulb；It is vertical
Upper osculum and lower osculum are provided with to support tube, the upper osculum and lower osculum connect with the hollow bulb.
6. assembled architecture wall as claimed in claim 1, it is characterised in that main wall body include main wall body steel bar framework and
Main wall body concrete layer, main wall body concrete layer are filled in main wall body steel bar framework.
7. assembled architecture wall as claimed in claim 1, it is characterised in that crossbeam includes crossbeam steel bar framework and crossbeam
Concrete layer, crossbeam concrete layer are filled in crossbeam steel bar framework；Crossbeam steel bar framework includes multiple crossbeams and erects reinforcing bar and more
Individual crossbeam cross reinforcement；Multiple crossbeams erect reinforcing bar and multiple crossbeam cross reinforcements are intersecting and affixed.
8. assembled architecture wall as claimed in claim 1, it is characterised in that foundation reinforcing steel bar frame is installed with the shear wall
Frame；The foundation is filled in foundation steel bar framework.
9. assembled architecture wall as claimed in claim 1, it is characterised in that the outer surface of the main wall body is provided with soil
Layer, the bamboo-carbon layer are located at the outside of dirt bed；Internal decking sheet is provided between dirt bed and bamboo-carbon layer.
10. assembled architecture wall as claimed in claim 9, it is characterised in that side of the main wall body away from bamboo-carbon layer is formed
For decorative cover, the decorative cover is provided with outer decorative layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721050199.4U CN207194217U (en) | 2017-08-21 | 2017-08-21 | A kind of assembled architecture wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721050199.4U CN207194217U (en) | 2017-08-21 | 2017-08-21 | A kind of assembled architecture wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207194217U true CN207194217U (en) | 2018-04-06 |
Family
ID=61794540
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721050199.4U Active CN207194217U (en) | 2017-08-21 | 2017-08-21 | A kind of assembled architecture wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207194217U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313529A (en) * | 2017-08-21 | 2017-11-03 | 深圳市亚泰国际建设股份有限公司 | A kind of assembled architecture wall |
-
2017
- 2017-08-21 CN CN201721050199.4U patent/CN207194217U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313529A (en) * | 2017-08-21 | 2017-11-03 | 深圳市亚泰国际建设股份有限公司 | A kind of assembled architecture wall |
| WO2019037472A1 (en) * | 2017-08-21 | 2019-02-28 | 深圳市亚泰国际建设股份有限公司 | Prefabricated building wall |
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Address after: 518000 Guangdong city of Shenzhen province Yitian Futian District District Road and Fuhua Road Interchange, 4B02 4B01 excellence Times Square Patentee after: Shenzhen Zhengzhong Design Co., Ltd Address before: 518000 Guangdong city of Shenzhen province Yitian Futian District District Road and Fuhua Road Interchange, 4B02 4B01 excellence Times Square Patentee before: SHENZHEN ASIANTIME INTERNATIONAL CONSTRUCTION Co.,Ltd. |