CN205894353U - Assembled concrete shear force wall - Google Patents
Assembled concrete shear force wall Download PDFInfo
- Publication number
- CN205894353U CN205894353U CN201620780569.9U CN201620780569U CN205894353U CN 205894353 U CN205894353 U CN 205894353U CN 201620780569 U CN201620780569 U CN 201620780569U CN 205894353 U CN205894353 U CN 205894353U
- Authority
- CN
- China
- Prior art keywords
- side fascia
- muscle
- cast
- keyway
- shear wall
- 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
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Abstract
Assembled concrete shear force wall, it relates to building technical field, the lower surface of decorative board is provided with the side fascia, and horizontal vertical crisscross distribution has the side fascia reinforcing bar on the side fascia, be provided with the keyway between the side fascia of adjacent shear force wallboard, the below of keyway is provided with the reinforcement muscle, and the below of reinforcement muscle is provided with first two -way coincide muscle, and the below of first two -way coincide muscle is provided with the cast in situ concrete board, and horizontal vertical crisscross distribution has cast in situ concrete slab muscle on the cast in situ concrete board, side fascia, reinforcement muscle, first two -way coincide muscle and cast in situ concrete board between wear to be equipped with the two -way coincide muscle of second, the keyway on be provided with the connection steel pipe. Assembled concrete shear force wall, the simple rule of aspect, stable in structure, it is effectual to combat earthquake, the utility model has the advantages of simple structure, set up reasonable, the cost of manufacture low.
Description
Technical field
This utility model is related to technical field of buildings and in particular to assembly concrete shear wall.
Background technology
With the development of modern industrial technology, building house can be produced like that with machine, manufacture in batch completely.As long as
Prefabricated house component, transport to assemble in site and get up just to become.
Assembled architecture began to arouse people's interest in 20 beginnings of the century, finally realized to the sixties.English, method, Soviet Union
Lian Deng state has made to attempt first.
The assembled architecture profile of early stage is more stiff, stereotyped.People improved in design later, increased
Motility and multiformity, make assembled architecture can not only build in batch, and pattern enriches.There is a kind of mobile caravan in the U.S.,
It is more advanced assembled architecture, each housing unit similarly is a large-scale trailer, as long as with special automobile it
Move scene to, then connected with pre-buried good water channel, power supply, telephone system by crane hanging component to floor board cushion block, just can use.
The facilities such as heating installation, bathroom, kitchen, dining room, bedroom are had inside mobile caravan.Mobile caravan can alone become a unit, also can be mutual
It is connected together.
The feature of assembled architecture: substantial amounts of building subassembly is machined by Workshop Production, component species mainly has: exterior wall
Plate, lining, superimposed sheet, balcony, air-conditioning plate, stair, precast beam, prefabricated post etc.；The substantial amounts of assembling work in scene, and original existing
Pour operation to greatly reduce；Using building, finishing integrated design, construction, perfect condition is that finishing can be with the same stepping of main body construction
OK；The standardization of design and the informationization of management, standard got over by component, and production efficiency is higher, and corresponding component cost will decline,
The digital management of cooperation factory, the cost performance of whole assembled architecture can more and more higher.
Current assembly concrete shear wall flat shape is more complicated, structural instability, and anti seismic efficiency is bad.
Utility model content
The purpose of this utility model is the defect and deficiency for prior art, provides that a kind of structure is simple, design is closed
Reason, assembly concrete shear wall easy to use.
For achieving the above object, the technical solution adopted in the utility model is: it comprises some shear wall slabs；Described cuts
Power wallboard comprises decoration panel, Side fascia, Side fascia reinforcing bar, the first two-way overlapping muscle, the second two-way overlapping muscle, cast-in-place concrete
Plate, cast in place concrete plate reinforcing bar, keyway, joint steel pipe, reinforcing steel；The lower surface of described decoration panel is provided with Side fascia, outward
Side fascia reinforcing bar is laterally vertically staggeredly distributed with wallboard；It is provided with keyway, keyway between the Side fascia of adjacent shear wall slab
Lower section be provided with reinforcing steel, the lower section of reinforcing steel is provided with the first two-way overlapping muscle, the lower section setting of the first two-way overlapping muscle
There is cast in place concrete plate, cast in place concrete plate is laterally vertically staggeredly distributed with cast in place concrete plate reinforcing bar；Described Side fascia,
It is equipped with the second two-way overlapping muscle between reinforcing steel, the first two-way overlapping muscle and cast in place concrete plate；Arrange on described keyway
There is joint steel pipe.
Preferably, the width of described keyway is 10 ~ 25mm.
Preferably, the thickness of described Side fascia is 25 ~ 30mm.
During this utility model operation, using monoblock dry wall piece, prefabricated overlapping wall piece, precast shear wall plate is preferably in factory's system
Make, also can produce at the scene if necessary, after precast shear wall component is made, can should transport to after reaching design strength through maintenance
Job site, precast shear wall component install in place after partly whole should pour formation overall structure with cast-in-place.
After said structure, what this utility model produced has the beneficial effect that assembled coagulation described in the utility model
Native shear wall, flat shape simple rule, Stability Analysis of Structures, anti seismic efficiency is good, and this utility model has that structure is simple, setting is closed
The advantages of reason, low manufacture cost.
Brief description
Fig. 1 is structure chart of the present utility model.
Description of reference numerals:
Shear wall slab 1, decoration panel 2, Side fascia 3, Side fascia reinforcing bar 4, the first two-way overlapping muscle 5, the second two-way overlapping muscle
6th, cast in place concrete plate 7, cast in place concrete plate reinforcing bar 8, keyway 9, joint steel pipe 10, reinforcing steel 11.
Specific embodiment
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or in description of the prior art the accompanying drawing of required use be 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, before not paying creative labor
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Referring to as shown in figure 1, this specific embodiment adopts the following technical scheme that it comprises some shear wall slabs 1；Described
Shear wall slab 1 comprise decoration panel 2, Side fascia 3, Side fascia reinforcing bar 4, the first two-way overlapping muscle 5, the second two-way overlapping muscle 6, existing
Pouring concrete plate 7, cast in place concrete plate reinforcing bar 8, keyway 9, joint steel pipe 10, reinforcing steel 11；The lower surface of described decoration panel 2
It is provided with Side fascia 3, Side fascia 3 is laterally vertically staggeredly distributed with Side fascia reinforcing bar 4；The Side fascia 3 of adjacent shear wall slab 1
Between be provided with keyway 9, the lower section of keyway 9 is provided with reinforcing steel 11, and the lower section of reinforcing steel 11 is provided with the first two-way overlapping muscle
5, the lower section of the first two-way overlapping muscle 5 is provided with cast in place concrete plate 7, and cast in place concrete plate 7 is laterally vertically staggeredly distributed with
Cast in place concrete plate reinforcing bar 8；Wear between described Side fascia 3, reinforcing steel 11, the first two-way overlapping muscle 5 and cast in place concrete plate 7
It is provided with the second two-way overlapping muscle 6；It is provided with joint steel pipe 10 on described keyway 9.
Preferably, the width of described keyway 9 is 10 ~ 25mm.
Preferably, the thickness of described Side fascia 3 is 25 ~ 30mm.
During the operation of this specific embodiment, using monoblock dry wall piece, prefabricated overlapping wall piece, precast shear wall plate is preferably in work
Factory makes, and also can produce at the scene if necessary, after precast shear wall component is made, should be through maintenance, and can after reaching design strength
Transport job site to, precast shear wall component install in place after partly whole should pour formation overall structure with cast-in-place.
After said structure, the dress having the beneficial effect that described in this specific embodiment that this specific embodiment produces
Join formula concrete shear force wall, flat shape simple rule, Stability Analysis of Structures, anti seismic efficiency is good, and this specific embodiment has structure
Simply, arrange rationally, low manufacture cost the advantages of.
Of the present utility model ultimate principle and principal character and of the present utility model advantage have been shown and described above.This
The technical staff of industry, it should be appreciated that this utility model is not restricted to the described embodiments, retouches in above-described embodiment and description
That states simply illustrates principle of the present utility model, on the premise of without departing from this utility model spirit and scope, this utility model
Also have various changes and modifications, these changes and improvements both fall within the range of claimed this utility model.This practicality is new
Type claims scope by appending claims and its equivalent thereof.
Claims (3)
1. assembly concrete shear wall it is characterised in that: it comprises some shear wall slabs；Described shear wall slab comprises facing
Plate, Side fascia, Side fascia reinforcing bar, the first two-way overlapping muscle, the second two-way overlapping muscle, cast in place concrete plate, cast in place concrete plate
Reinforcing bar, keyway, joint steel pipe, reinforcing steel；The lower surface of described decoration panel is provided with Side fascia, and Side fascia is laterally vertically handed over
Mistake is distributed with Side fascia reinforcing bar；It is provided with keyway, the lower section of keyway is provided with reinforcement between the Side fascia of adjacent shear wall slab
Muscle, the lower section of reinforcing steel is provided with the first two-way overlapping muscle, and the lower section of the first two-way overlapping muscle is provided with cast in place concrete plate, existing
Cast in place concrete plate reinforcing bar is laterally vertically staggeredly distributed with pouring concrete plate；Described Side fascia, reinforcing steel, first two-way folded
Close and be equipped with the second two-way overlapping muscle between muscle and cast in place concrete plate；It is provided with joint steel pipe on described keyway.
2. assembly concrete shear wall according to claim 1 it is characterised in that: the width of described keyway be 10 ~
25mm.
3. assembly concrete shear wall according to claim 1 it is characterised in that: the thickness of described Side fascia be 25
~30mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620780569.9U CN205894353U (en) | 2016-07-25 | 2016-07-25 | Assembled concrete shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620780569.9U CN205894353U (en) | 2016-07-25 | 2016-07-25 | Assembled concrete shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894353U true CN205894353U (en) | 2017-01-18 |
Family
ID=57773157
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620780569.9U Expired - Fee Related CN205894353U (en) | 2016-07-25 | 2016-07-25 | Assembled concrete shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894353U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114279901A (en) * | 2021-12-31 | 2022-04-05 | 金陵科技学院 | Rapid evaluation method for chloride ion diffusion coefficients of concrete in different curing ages |
-
2016
- 2016-07-25 CN CN201620780569.9U patent/CN205894353U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114279901A (en) * | 2021-12-31 | 2022-04-05 | 金陵科技学院 | Rapid evaluation method for chloride ion diffusion coefficients of concrete in different curing ages |
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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: 20170118 Termination date: 20200725 |