CN205742637U - External wall structure - Google Patents
External wall structure Download PDFInfo
- Publication number
- CN205742637U CN205742637U CN201620065016.5U CN201620065016U CN205742637U CN 205742637 U CN205742637 U CN 205742637U CN 201620065016 U CN201620065016 U CN 201620065016U CN 205742637 U CN205742637 U CN 205742637U
- Authority
- CN
- China
- Prior art keywords
- external wall
- wall structure
- concreting
- concreting portion
- flexible joint
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000005266 casting Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000000703 anti-shock Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
This utility model provides a kind of external wall structure.This external wall structure includes the first concreting portion (1) and the second concreting portion (2), between first concreting portion (1) and the second concreting portion (2), interval is arranged, and is linked together by flexible joint (3).Good according to external wall structure of the present utility model, simple in construction and anti-seismic performance.
Description
Technical field
This utility model relates to building structure technology field, in particular to a kind of external wall structure.
Background technology
In existing residential structure, external wall structure is typically partially cast-in-place concrete structure, major part
Be short supported shear wall and masonry structure add constructional column structure.As it is shown in figure 1, external wall structure includes that concrete waters
Build portion 1 ' and masonry constructs 2 '.The global consistency of this external wall structure is poor, and shock resistance is poor, and at masonry
Formations is divided and is susceptible to seepage, affects the comfort level in house.
Summary of the invention
Technical purpose of the present utility model is that the defect solving above-mentioned prior art, it is provided that a kind of structure letter
List and the good external wall structure of anti-seismic performance.
For reaching technical purpose of the present utility model, this utility model provides a kind of external wall structure, including the
One concreting portion and the second concreting portion, described first concreting portion and described second coagulation
Soil pours interval between portion and arranges, and is linked together by flexible joint.
At external wall structure provided by the utility model, water including the first concreting portion and the second concrete
Build portion, be attached by flexible joint between the first concreting portion and the second concreting portion,
The integral rigidity of external wall structure can be reduced, and form cushion and waterproof layer by flexibly connecting layer, from
And improve shock resistance and the water resistance of external wall structure.This kind of external wall structure simple in construction, anti-seismic performance is good,
Water resistance is good, and comfortable for living is high.
Accompanying drawing explanation
Fig. 1 is the structural representation of external wall structure of the prior art；
Fig. 2 is the structural representation of the external wall structure in this utility model；
Fig. 3 is that the A-A of Fig. 2 is to sectional view.
Description of reference numerals: 1, the first concreting portion；2, the second concreting portion；3, flexibility is even
Meet portion；4, tectonic framework；5, the first body of wall layer；6, the second body of wall layer；7, protruding.
Detailed description of the invention
Hereinafter embodiment of the present utility model is described in detail, but this utility model can be wanted by right
The multitude of different ways limited and cover is asked to implement.
Seeing shown in Fig. 2 and Fig. 3, according to embodiment of the present utility model, external wall structure includes the first coagulation
Soil pours portion 1 and the second concreting portion 2, the first concreting portion 1 and the second concreting portion 2
Between interval arrange, and linked together by flexible joint 3.
Carried out by flexible joint 3 between the first concreting portion 1 and the second concreting portion 2
Connect, the integral rigidity of external wall structure can be reduced, and form cushion by flexible joint 3 and prevent
Water layer, thus improve shock resistance and the water resistance of external wall structure.This kind of external wall structure simple in construction, anti-
Shock stability is good, and water resistance is good, and comfortable for living is good.
Preferably, flexible joint 3 is that the flexible waterproof material such as rubber or PVC is formed.
Preferably, the thickness of flexible joint 3 is 1 to 2cm, both can avoid the thickness of flexible joint 3
Spend big and affect the rigidity of whole external wall structure so that external wall structure remains able to have enough rigidity,
Ensure that again flexible joint 3 can be that external wall structure provides enough shock-absorbing capacities, be effectively improved exterior wall
The anti-seismic performance of structure.
Form owing to whole external wall structure is concreting, and be positioned at the concreting portion of original structure
With shear wall handing-over position, therefore in the position of former shear wall can together with agent structure casting concrete,
Not affecting the wall body structure of original casting concrete part, quality is more prone to ensure, water resistance is good, more
Adding and easily pour, material also easily facilitates transport, it is possible to effectively reducing cost of transportation, integration effect is more preferable,
External wall structure can be made the most cast-in-place, it is possible to save the duration, raising body of wall shaping efficiency, and the wall of molding
The structure of body is more preferable.
Second concreting portion 2 includes tectonic framework 4 and is cast in the concrete on tectonic framework 4,
Anti-crack function can be played by tectonic framework in second concreting portion 2, improves the overall structure of external wall structure
Intensity, extends the service life of external wall structure.
Preferably, tectonic framework 4 can be distributing bar or steel wire.
It is preferably located at the interval of the vertical distributing bar in the first concreting portion 1 less than being positioned at second
The interval of the vertical distributing bar in concreting portion 2.Owing to being positioned at the second concreting portion 2
The Main Function of distributing bar is not load-bearing, but plays the effect of anti-concrete layer cracking, the most permissible
Reduce the use of vertical distributing bar, thus reduce production cost.
External wall structure also include being positioned at external wall structure the first side the first body of wall layer 5 and be positioned at external wall structure with
Second body of wall layer 6 of the second side that the first side is relative, the first concreting portion 1 and the second concreting
Portion 2 is between the first body of wall layer 5 and the second body of wall layer 6.First body of wall layer 5 and the second body of wall layer 6 example
As for coat of plaster or ceramic tile etc..
Distributing bar is connected between the first body of wall layer 5 and the second body of wall layer 6.
Preferably, distributing bar is c-type, it is possible to preferably together with concrete formation, pass through construction steel
The c-type structure of muscle, preferably can grab xoncrete structure and be combined, play more preferable effect of anti-cracking.
Flexible joint 3 is connected between the first body of wall layer 5 and the second body of wall layer 6.
Flexible joint 3 is towards the side in the first concreting portion 1 and/or flexible joint 3 towards second
The side in concreting portion 2 is provided with projection 7 and/or groove, during casting concrete, flexible
Connecting portion 3 protruding 7 and/or groove can be formed with concrete and preferably contact so that flexible joint 3 can
Preferably it is molded as one with the concrete with both sides, more preferable with the integral structure intensity of concrete, it is possible to
Preferably the concreting portion of both sides is flexibly connected together, improve overall switching performance, effectively carry
The strength of wall body of high external wall structure.
The foregoing is only preferred embodiment of the present utility model, be not limited to this utility model,
For a person skilled in the art, this utility model can have various modifications and variations.All in this practicality
Within novel spirit and principle, any modification, equivalent substitution and improvement etc. made, should be included in this
Within the protection domain of utility model.
Claims (10)
1. an external wall structure, it is characterized in that, including the first concreting portion (1) and the second concreting portion (2), between described first concreting portion (1) and described second concreting portion (2), interval is arranged, and is linked together by flexible joint (3).
External wall structure the most according to claim 1, it is characterised in that described second concreting portion (2) includes tectonic framework (4) and is cast in the concrete on described tectonic framework (4).
External wall structure the most according to claim 2, it is characterised in that described tectonic framework (4) is distributing bar or steel wire.
External wall structure the most according to claim 3, it is characterized in that, described external wall structure also includes the second body of wall layer (6) of the first body of wall layer (5) and second side relative with the first side being positioned at described external wall structure being positioned at described external wall structure the first side, and described first concreting portion (1) and the second concreting portion (2) are positioned between described first body of wall layer (5) and described second body of wall layer (6).
External wall structure the most according to claim 4, it is characterised in that the interval of the distributing bar being positioned at described first concreting portion (1) is less than the interval of the distributing bar being positioned at described second concreting portion (2).
External wall structure the most according to claim 4, it is characterised in that described distributing bar is c-type.
7. according to the external wall structure according to any one of claim 4 to 6, it is characterised in that described flexible joint (3) is connected between described first body of wall layer (5) and described second body of wall layer (6).
External wall structure the most according to claim 7, it is characterized in that, described flexible joint (3) is provided with projection (7) and/or groove towards the side in described first concreting portion (1) and/or described flexible joint (3) towards the side in described second concreting portion (2).
External wall structure the most according to any one of claim 1 to 6, it is characterised in that described flexible joint (3) is rubber or PVC.
External wall structure the most according to any one of claim 1 to 6, it is characterised in that the thickness of described flexible joint (3) is 1 to 2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620065016.5U CN205742637U (en) | 2016-01-22 | 2016-01-22 | External wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620065016.5U CN205742637U (en) | 2016-01-22 | 2016-01-22 | External wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742637U true CN205742637U (en) | 2016-11-30 |
Family
ID=57373492
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620065016.5U Expired - Fee Related CN205742637U (en) | 2016-01-22 | 2016-01-22 | External wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742637U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544812A (en) * | 2016-01-22 | 2016-05-04 | 当代节能置业股份有限公司 | Outer wall structure |
-
2016
- 2016-01-22 CN CN201620065016.5U patent/CN205742637U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544812A (en) * | 2016-01-22 | 2016-05-04 | 当代节能置业股份有限公司 | Outer wall structure |
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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: 20161130 |