CN206570989U - A kind of assembled architecture locking device - Google Patents
A kind of assembled architecture locking device Download PDFInfo
- Publication number
- CN206570989U CN206570989U CN201720138533.5U CN201720138533U CN206570989U CN 206570989 U CN206570989 U CN 206570989U CN 201720138533 U CN201720138533 U CN 201720138533U CN 206570989 U CN206570989 U CN 206570989U
- Authority
- CN
- China
- Prior art keywords
- wall body
- precast wall
- locking device
- assembled architecture
- cast
- 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
A kind of assembled architecture locking device, it is related to technical field of building construction；It includes the first precast wall body, the second precast wall body, vertical dowel, slurry anchor sleeve, cast-in-place collar tie beam, seat slurry, keyway, anchor ring, stirrup；Some vertical dowels arranged side by side are respectively arranged with the first described precast wall body and the second precast wall body, two vertical dowels are by starching anchor sleeve connection；Cast-in-place collar tie beam is provided between the first described precast wall body and the second precast wall body, the upper surface of cast-in-place collar tie beam is provided with seat slurry；The first described precast wall body and top surface, bottom surface and the two sides of the second precast wall body are provided with some keyways；The first described precast wall body and the periphery of the vertical dowel of the second precast wall body are provided with anchor ring, and two anchor rings are connected by stirrup.A kind of assembled architecture locking device described in the utility model, overlap joint is convenient, and resistance to overturning is high, and anti-seismic performance is strong, overlaps efficiency high, short time limit.
Description
Technical field
The utility model is related to technical field of building construction, and in particular to a kind of assembled architecture locking device.
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.
With the development of modern industrial technology, building house can in batch completely be manufactured as machine production.As long as
Prefabricated house component, transport to assemble in site get up just into.
The assembled architecture profile of early stage is more stiff, stereotyped.Later people improve in design, add
Flexibility and diversity, make assembled architecture to build in batch, and pattern is abundant.There is a kind of mobile caravan in the U.S.,
It is more advanced assembled architecture, each housing unit is like a large-scale trailer, as long as with special automobile it
Move scene to, then connected by crane hanging component to floor board cushion block with pre-buried good water channel, power supply, telephone system, with regard to that can use.
There are the facilities such as heating, bathroom, kitchen, dining room, bedroom inside mobile caravan.Mobile caravan can alone become a unit, also can be mutual
It is connected together.
There is overlap joint inconvenience in existing assembled wall, intensity is not high, shock strength is poor, overlap joint is inefficient, the duration
Long shortcoming.
Utility model content
The purpose of this utility model is to close there is provided a kind of simple in construction, design for the defect and deficiency of prior art
Reason, assembled architecture locking device easy to use.
To achieve the above object, the technical solution adopted in the utility model is：It includes the first precast wall body, second prefabricated
Wall, vertical dowel, slurry anchor sleeve, cast-in-place collar tie beam, seat slurry, keyway, anchor ring, stirrup；The first described precast wall body and
Some vertical dowels arranged side by side are respectively arranged with two precast wall bodies, two vertical dowels are by starching anchor sleeve connection；Institute
Cast-in-place collar tie beam is provided between the first precast wall body and the second precast wall body stated, the upper surface of cast-in-place collar tie beam is provided with seat slurry；
The first described precast wall body and top surface, bottom surface and the two sides of the second precast wall body are provided with some keyways；Described first
The periphery of the vertical dowel of precast wall body and the second precast wall body is provided with anchor ring, and two anchor rings are connected by stirrup.
Preferably, described keyway replaces with mat surface, and mat surface bumps >=6mm.
Preferably, thickness≤20mm of described seat slurry.
Preferably, described vertical dowel uses single reinforcing bar.
When the utility model is operated, the concrete coarse aggregate that keyway or mat surface expose is not preferably less than the 1/ of its maximum particle diameter
3, and mat surface bumps no less than 6mm slurries preferably use high-strength grout or dry cement mortar, its cube resistance to compression
Intensity should be higher than that precast shear wall compressive strength of concrete 10MPa or more, and not lower than 60MPa；Vertical connection
The spacing of muscle is not preferably greater than 400mm, and intensity is no less than 1.1 times that levels are connected reinforced steel bar strength the greater.
After said structure, what the utility model was produced has the beneficial effect that：A kind of assembled described in the utility model
Locking device for building, overlap joint is convenient, and resistance to overturning is high, and anti-seismic performance is strong, overlaps efficiency high, short time limit, the utility model
Have the advantages that it is simple in construction, set rationally, low manufacture cost.
Brief description of the drawings
Fig. 1 is structure chart of the present utility model；
Fig. 2 is Fig. 1 side view.
Description of reference numerals：
First precast wall body 1, the second precast wall body 2, vertical dowel 3, slurry anchor sleeve 4, cast-in-place collar tie beam 5, seat slurry 6, key
Groove 7, anchor ring 8, stirrup 9.
Embodiment
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the accompanying drawing used required in 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, before creative labor is not paid
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Referring to such as Fig. 1 --- shown in Fig. 2, present embodiment is adopted the following technical scheme that：It includes the first dry wall
Body 1, the second precast wall body 2, vertical dowel 3, slurry anchor sleeve 4, cast-in-place collar tie beam 5, seat slurry 6, keyway 7, anchor ring 8, stirrup 9；Institute
Some vertical dowels 3 arranged side by side are respectively arranged with the first precast wall body 1 and the second precast wall body 2 stated, two vertically connect
Connect muscle 3 and connected by starching anchor sleeve 4；Cast-in-place collar tie beam 5 is provided between the first described precast wall body 1 and the second precast wall body 2,
The upper surface of cast-in-place collar tie beam 5 is provided with seat slurry 6；The first described precast wall body 1 and the top surface of the second precast wall body 2, bottom surface and
Two sides are provided with some keyways 7；The first described precast wall body 1 and the periphery of the vertical dowel 3 of the second precast wall body 2 are set
Anchor ring 8 is equipped with, two anchor rings 8 are connected by stirrup 9.
Preferably, described keyway 7 replaces with mat surface, and mat surface bumps >=6mm.
Preferably, thickness≤20mm of described seat slurry 6.
Preferably, described vertical dowel 3 uses single reinforcing bar.
When present embodiment is operated, the concrete coarse aggregate that keyway or mat surface expose is not preferably less than its maximum particle diameter
1/3, and mat surface bumps be no less than 6mm slurries preferably use high-strength grout or dry cement mortar, its cube
Compression strength should be higher than that precast shear wall compressive strength of concrete 10MPa or more, and not lower than 60MPa；Vertically
The spacing of dowel 3 is not preferably greater than 400mm, and intensity is no less than 1.1 times that levels are connected reinforced steel bar strength the greater.
After said structure, what present embodiment was produced has the beneficial effect that：One described in present embodiment
Assembled architecture locking device is planted, overlap joint is convenient, and resistance to overturning is high, and anti-seismic performance is strong, overlap joint efficiency high, short time limit, this
Embodiment have the advantages that it is simple in construction, set rationally, low manufacture cost.
General principle of the present utility model and principal character and advantage of the present utility model has been shown and described above.This
The technical staff of industry is retouched in above-described embodiment and specification it should be appreciated that the utility model is not restricted to the described embodiments
That states simply illustrates principle of the present utility model, on the premise of the utility model spirit and scope are not departed from, the utility model
Various changes and modifications are also had, these changes and improvements are both fallen within the range of claimed the utility model.This practicality is new
Scope is claimed by appended claims and its equivalent thereof in type.
Claims (4)
1. a kind of assembled architecture locking device, it is characterised in that：It includes the first precast wall body, the second precast wall body, erected
To dowel, slurry anchor sleeve, cast-in-place collar tie beam, seat slurry, keyway, anchor ring, stirrup；Described the first precast wall body and the second dry wall
Some vertical dowels arranged side by side are respectively arranged with vivo, and two vertical dowels are by starching anchor sleeve connection；Described first
Cast-in-place collar tie beam is provided between precast wall body and the second precast wall body, the upper surface of cast-in-place collar tie beam is provided with seat slurry；Described
Top surface, bottom surface and the two sides of one precast wall body and the second precast wall body are provided with some keyways；The first described precast wall body
The periphery of the vertical dowel of second precast wall body is provided with anchor ring, two anchor rings are connected by stirrup.
2. a kind of assembled architecture locking device according to claim 1, it is characterised in that：Described keyway is replaced with
Mat surface, and mat surface bumps >=6mm.
3. a kind of assembled architecture locking device according to claim 1, it is characterised in that：The thickness of described seat slurry
≤20mm。
4. a kind of assembled architecture locking device according to claim 1, it is characterised in that：Described vertical dowel
Using single reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720138533.5U CN206570989U (en) | 2017-02-16 | 2017-02-16 | A kind of assembled architecture locking device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720138533.5U CN206570989U (en) | 2017-02-16 | 2017-02-16 | A kind of assembled architecture locking device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206570989U true CN206570989U (en) | 2017-10-20 |
Family
ID=60058980
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720138533.5U Expired - Fee Related CN206570989U (en) | 2017-02-16 | 2017-02-16 | A kind of assembled architecture locking device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206570989U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877563A (en) * | 2020-07-23 | 2020-11-03 | 山西工程职业学院 | Avoid assembled for building composite wall in clearance |
| CN113417381A (en) * | 2021-03-04 | 2021-09-21 | 山东中信华安建设集团有限公司 | Assembled integral few reinforced concrete shear wall structure |
-
2017
- 2017-02-16 CN CN201720138533.5U patent/CN206570989U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877563A (en) * | 2020-07-23 | 2020-11-03 | 山西工程职业学院 | Avoid assembled for building composite wall in clearance |
| CN113417381A (en) * | 2021-03-04 | 2021-09-21 | 山东中信华安建设集团有限公司 | Assembled integral few reinforced concrete shear wall structure |
| CN113417381B (en) * | 2021-03-04 | 2023-09-01 | 山东中信华安建设集团有限公司 | Assembled integral few muscle concrete shear wall structure |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171020 Termination date: 20200216 |