CN207277847U - A kind of assembled overlapped shear wall fixing templates - Google Patents
A kind of assembled overlapped shear wall fixing templates Download PDFInfo
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- CN207277847U CN207277847U CN201721386330.4U CN201721386330U CN207277847U CN 207277847 U CN207277847 U CN 207277847U CN 201721386330 U CN201721386330 U CN 201721386330U CN 207277847 U CN207277847 U CN 207277847U
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Abstract
The utility model provides a kind of assembled overlapped shear wall fixing templates, including two pieces of adjacent prefabricated overlapped shear walls successively, each piece of prefabricated overlapped shear wall is connected by two pieces of parallel prefabricated panels by truss bars, taper PVC casings are embedded between two pieces of parallel prefabricated panels, taper PVC casings are hollow, the tongue and groove position of prefabricated overlapped shear wall and template are fixed through taper PVC casings by Screw arbor with nut at both-ends, between two pieces of parallel prefabricated panels and between two adjacent prefabricated overlapped shear walls equal cast-in-place concrete form entirety.The utility model uses embedded conical PVC casings between two pieces of prefabricated panels of prefabricated overlapped shear wall, and the tongue and groove position of prefabricated overlapped shear wall and template are fixed through hollow taper PVC casings using Screw arbor with nut at both-ends, this fixing device can prevent from causing prefabricated overlapped shear wall wall skin local deformation because reinforcing stress, and ensure the sectional dimension of overlapped shear wall cavity.
Description
Technical field
Assembled architecture technical field is the utility model is related to, more particularly, to a kind of assembled overlapped shear wall mould
Board fixer.
Background technology
Overlapped shear wall is produced by import Full-automatic production line, and the degree of automation is high.Introducing, absorbing state
During outer new technology, new process, new equipment, China's national situation need to be combined and actual conditions are improved and study.
At present, easily there is rise mould, prefabricated overlapping in connecting node region and cast-in-place position in overlapped shear wall casting process
Phenomena such as shear wall wall skin is damaged, influences constructional appearance quality, and structure safety is even influenced when situation is serious.
Utility model content
The utility model provides a kind of a kind of assembled for overcoming the above problem or solving the above problems at least in part
Overlapped shear wall fixing templates.
The utility model provides a kind of assembled overlapped shear wall fixing templates, including two pieces adjacent pre- successively
Overlapped shear wall processed, each piece of prefabricated overlapped shear wall are connected by two pieces of parallel prefabricated panels by truss bars, from it is interior to
Using template and reinforce the cast-in-place region of the back cord prefabricated overlapped shear wall adjacent to two successively outside and be attached, two pieces parallel
Taper PVC casings are embedded between prefabricated panel, the taper PVC casings are hollow, are set on the template and reinforcing back cord
There is perforate, hollow taper PVC casings are passed through using Screw arbor with nut at both-ends, and back cord through the template and is reinforced by perforate, it is right
The tongue and groove position of prefabricated overlapped shear wall and template are fixed, and between two pieces of parallel prefabricated panels and two is adjacent prefabricated
Equal cast-in-place concrete forms entirety between overlapped shear wall；
Wherein, during being prefabricated in the factory, the both ends of each piece of prefabricated panel are reserved with tongue and groove position, the template
It is installed in the tongue and groove position of two adjacent prefabricated panels.
The beneficial effects of the utility model are：Taper PVC is used between two pieces of prefabricated panels of prefabricated overlapped shear wall
Casing, and using Screw arbor with nut at both-ends through hollow taper PVC casings to the tongue and groove position of prefabricated overlapped shear wall and template into
Row is fixed, the concrete formation quality being so easily guaranteed that between two pieces of prefabricated overlapped shear walls.In addition, covered using taper PVC
Pipe reinforces template, can solve to cause wall locally to become because reinforcing stress when prefabricated overlapped shear wall model sheetinstallat is fixed
Shape and prefabricated overlapped shear wall wall Pi Yintai thin the problems such as causing local failure, while can ensure overlapped shear wall cavity
Sectional dimension.
Based on the above technical solutions, the utility model can also do following improvement.
Further, the taper PVC casings include middle connection force rod, two identical connecting sleeves and two
Identical conical round table beaer, one end of each connecting sleeve are inserted in through a corresponding conical round table beaer
Among described in connection force rod, the other end of each connecting sleeve is embedded into corresponding prefabricated panel, in described
Between to connect force rod and each described connecting sleeve be hollow, wherein, two conical round table beaers are relative in described
Between to connect the center line of force rod be in mirror symmetry, it is described among connect the length of force rod and connecting sleeve according to prefabricated overlapping
The thickness of shear wall determines.
Further, spoke is included inside each described conical round table beaer, by the spoke by conical round table
Beaer and corresponding connecting sleeve are attached fixation, and the conical round table beaer further includes heavy caliber end face and small-bore
End face, the heavy caliber end face are close to the inner wall of corresponding prefabricated panel, the small-bore end face and the middle connection stress
It is close to the end of bar.
Further, Screw arbor with nut at both-ends and the reinforcing back cord are fixed using gasket and nut, and then to prefabricated folded
The tongue and groove position of combination shearing wall and template are fixed.
Further, multiple tapers are used between two pieces of parallel prefabricated panels of each piece of prefabricated overlapped shear wall
PVC casings and corresponding Screw arbor with nut at both-ends are attached.
Further, a length of 100mm in tongue and groove position at each piece of prefabricated panel both ends, a height of 5mm.
Brief description of the drawings
Fig. 1 is a kind of assembled overlapped shear wall fixing templates structure diagram of the utility model；
Fig. 2 is taper PVC sleeve structure schematic diagrames；
Fig. 3 is conical round table beaer structure diagram.
In attached drawing, the component names representated by each label are as follows：
1st, connecting sleeve, 2, spoke, 3, conical round table beaer, 4, middle connection force rod, 5, template, 6, reinforce the back of the body
It is stupefied, 7, gasket, 8, nut, 9, Screw arbor with nut at both-ends, 10, cast-in-place concrete, 11, prefabricated panel, 12, tongue and groove position.
Embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Embodiment is used to illustrate the utility model, but is not intended to limit the scope of the present invention.
Referring to Fig. 1, there is provided the assembled overlapped shear wall fixing templates of the utility model one embodiment, including
Two pieces adjacent prefabricated overlapped shear wall, each piece of prefabricated overlapped shear wall pass through purlin by two pieces of parallel prefabricated panels 11 successively
Frame bar connecting.From inside to outside successively using the cast-in-place region of template 5 and reinforcing the back cord 6 prefabricated overlapped shear wall adjacent to two
It is attached.Be embedded with taper PVC casings between two pieces of parallel prefabricated panels 11, the taper PVC casings be it is hollow, it is described
Perforate is provided with template 5 and reinforcing back cord 6, hollow taper PVC casings are passed through using Screw arbor with nut at both-ends 9, and wear by perforate
Cross the template 5 and reinforce back cord 6, the tongue and groove position 12 and template 5 of prefabricated overlapped shear wall are fixed, two pieces parallel
Equal cast-in-place concrete 10 forms entirety between prefabricated panel 11 and between two adjacent prefabricated overlapped shear walls.Wherein, in work
In factory's prefabrication process, the both ends of each piece of prefabricated panel 11 are reserved with tongue and groove position 12, and it is adjacent that the template 5 is installed on two
Prefabricated panel 11 tongue and groove position 12 in.
Taper PVC casings are used in the present embodiment between two pieces of prefabricated panels 11 of prefabricated overlapped shear wall, and are adopted
The tongue and groove position 12 of prefabricated overlapped shear wall and template 5 are fixed through hollow taper PVC casings with Screw arbor with nut at both-ends 9,
So be conducive to carrying out pouring for cast-in-place concrete 10 between two pieces of prefabricated panels 11.In addition, using taper PVC casings to mould
Plate 5 is reinforced, and can solve to cause prefabricated overlapped shear wall because reinforcing stress when the prefabricated installation of overlapped shear wall template 5 is fixed
Local deformation and prefabricated overlapped shear wall wall Pi Yintai thin the problems such as causing wall skin local failure is solved, while can ensured pre-
The sectional dimension of overlapped shear wall inner cavity processed.
Wherein, referring to Fig. 2, the taper PVC casings include middle connection 4, two identical connecting sleeves 1 of force rod with
And two identical conical round table beaers 3, one end of each connecting sleeve 1 through a corresponding conical round table by
Power body 3 is inserted among described in connection force rod 4, and the other end of each connecting sleeve 1 is embedded into corresponding dry wall
In plate 11, the middle connection force rod 4 and each described connecting sleeve 1 are hollow.Wherein, two conical round table stress
Body 3 is in mirror symmetry relative to the middle center line for connecting force rod 4, the middle connection force rod 4 and connecting sleeve 1
Length determined according to the thickness of prefabricated overlapped shear wall.
Referring to Fig. 3, each described inside of conical round table beaer 3 includes spoke 2, is justified taper by the spoke 2
Platform beaer 3 and corresponding connecting sleeve 1 are attached fixation, the conical round table beaer 3 further include heavy caliber end face and
Small-bore end face, the heavy caliber end face are close to the inner wall of corresponding prefabricated panel 11, the small-bore end face and the centre
It is close to the end of connection force rod 4.
Reference can be made to Fig. 1, Screw arbor with nut at both-ends 9 and the reinforcing back cord 6 are fixed using gasket 7 and nut 8, and then to pre-
The tongue and groove position 12 of overlapped shear wall processed and template 5 are fixed.It is fixedly secured to realize, each piece of prefabricated overlapping is cut
It is attached between two pieces of parallel prefabricated panels 11 of power wall using multiple taper PVC casings and corresponding Screw arbor with nut at both-ends 9.
In addition, 12 a length of 100mm of tongue and groove position at each piece of 11 both ends of prefabricated panel, a height of 5mm.In prefabricated panel
Tongue and groove is reserved in 11 end, so in casting concrete, can prevent template 5 from spillage phenomenon occurs.Meanwhile prefabricated overlapping shearing
The cast-in-place region of wall is after concrete has been poured, if phenomena such as the mould that rises, out-of-flatness, can carry out Local treatment, avoid to metope
Entirety levelling make troubles.
The utility model uses taper PVC casings between two pieces of prefabricated panels of prefabricated overlapped shear wall, and uses
Screw arbor with nut at both-ends is fixed two prefabricated panels through hollow taper PVC casings, so easily between two pieces of prefabricated panels
Carry out pouring for cast-in-place concrete.In addition, being reinforced using taper PVC casings to prefab-form, double skin wall moulds can be solved
When plate installation is fixed because reinforce stress cause prefabricated overlapped shear wall local deformation and solve prefabricated overlapped shear wall wall skin because
Too thin the problems such as causing wall skin local failure, while can ensure the sectional dimension of prefabricated overlapped shear wall inner cavity.
Finally, the present processes are only preferable embodiment, are not intended to limit the scope of protection of the utility model.
Where within the spirit and principles of the present invention, any modification, equivalent replacement, improvement and so on, should be included in this reality
Within new protection domain.
Claims (6)
1. a kind of assembled overlapped shear wall fixing templates, it is characterised in that including two pieces of adjacent prefabricated overlappings successively
Shear wall, each piece of prefabricated overlapped shear wall are connected by two pieces of parallel prefabricated panels by truss bars, from inside to outside successively
It is attached using template and the cast-in-place region for reinforcing the back cord prefabricated overlapped shear wall adjacent to two, two pieces of parallel dry walls
Taper PVC casings are embedded between plate, the taper PVC casings are hollow, and perforate is provided with the template and reinforcing back cord,
Hollow taper PVC casings are passed through using Screw arbor with nut at both-ends, and back cord through the template and is reinforced by perforate, to prefabricated overlapping
The tongue and groove position of shear wall and template are fixed, and between two pieces of parallel prefabricated panels and two adjacent prefabricated overlappings shear
Equal cast-in-place concrete forms entirety between wall；
Wherein, during being prefabricated in the factory, the both ends of each piece of prefabricated panel are reserved with tongue and groove position, the model sheetinstallat
In the tongue and groove position of two adjacent prefabricated panels.
2. assembled overlapped shear wall fixing templates as claimed in claim 1, it is characterised in that the taper PVC sets
Pipe includes middle connection force rod, two identical connecting sleeves and two identical conical round table beaers, each institute
The one end for stating connecting sleeve is inserted among described in connection force rod through a corresponding conical round table beaer, each institute
The other end for stating connecting sleeve is embedded into corresponding prefabricated panel, the middle connection force rod and each described connector sleeve
Pipe is hollow, wherein, two conical round table beaers are in mirror symmetry relative to the middle center line for connecting force rod,
The length of connection force rod and connecting sleeve is determined according to the thickness of prefabricated overlapped shear wall among described.
3. assembled overlapped shear wall fixing templates as claimed in claim 2, it is characterised in that each described taper
Include spoke inside round platform beaer, be attached conical round table beaer admittedly with corresponding connecting sleeve by the spoke
Fixed, the conical round table beaer further includes heavy caliber end face and small-bore end face, the heavy caliber end face and corresponding dry wall
The inner wall of plate is close to, and the end of the small-bore end face and the middle connection force rod is close to.
4. assembled overlapped shear wall fixing templates as claimed in claim 1, it is characterised in that using gasket and nut
Screw arbor with nut at both-ends and the reinforcing back cord are fixed, and then the tongue and groove position of prefabricated overlapped shear wall and template are consolidated
It is fixed.
5. such as claim 1-4 any one of them assembled overlapped shear wall fixing templates, it is characterised in that each piece
Multiple taper PVC casings and corresponding Screw arbor with nut at both-ends are used between two pieces of parallel prefabricated panels of the prefabricated overlapped shear wall
It is attached.
6. assembled overlapped shear wall fixing templates as claimed in claim 5, it is characterised in that each piece described prefabricated
The a length of 100mm in tongue and groove position at wallboard both ends, a height of 5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721386330.4U CN207277847U (en) | 2017-10-25 | 2017-10-25 | A kind of assembled overlapped shear wall fixing templates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721386330.4U CN207277847U (en) | 2017-10-25 | 2017-10-25 | A kind of assembled overlapped shear wall fixing templates |
Publications (1)
| Publication Number | Publication Date |
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| CN207277847U true CN207277847U (en) | 2018-04-27 |
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| CN201721386330.4U Active CN207277847U (en) | 2017-10-25 | 2017-10-25 | A kind of assembled overlapped shear wall fixing templates |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083408A (en) * | 2018-08-17 | 2018-12-25 | 庐江荣睿建设工程有限公司 | A kind of shear wall pours device for fixing module and construction method |
| CN109783952A (en) * | 2019-01-22 | 2019-05-21 | 湖南三一快而居住宅工业有限公司 | Double skin wall die station dynamic positioning modes and double skin wall die station |
| CN110685382A (en) * | 2019-11-06 | 2020-01-14 | 宝业集团股份有限公司 | Connecting structure of cast-in-place hidden column and prefabricated part and construction method |
| CN110905106A (en) * | 2019-11-26 | 2020-03-24 | 南京市第二建筑设计院有限公司 | Superimposed sheet type shear wall structure |
| CN113309259A (en) * | 2021-06-18 | 2021-08-27 | 武汉理工大学 | Integral horizontal joint of superposed shear wall and construction method |
-
2017
- 2017-10-25 CN CN201721386330.4U patent/CN207277847U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083408A (en) * | 2018-08-17 | 2018-12-25 | 庐江荣睿建设工程有限公司 | A kind of shear wall pours device for fixing module and construction method |
| CN109783952A (en) * | 2019-01-22 | 2019-05-21 | 湖南三一快而居住宅工业有限公司 | Double skin wall die station dynamic positioning modes and double skin wall die station |
| CN109783952B (en) * | 2019-01-22 | 2023-03-24 | 湖南三一快而居住宅工业有限公司 | Dynamic positioning method for double-skin wall formwork table and double-skin wall formwork table |
| CN110685382A (en) * | 2019-11-06 | 2020-01-14 | 宝业集团股份有限公司 | Connecting structure of cast-in-place hidden column and prefabricated part and construction method |
| CN110905106A (en) * | 2019-11-26 | 2020-03-24 | 南京市第二建筑设计院有限公司 | Superimposed sheet type shear wall structure |
| CN113309259A (en) * | 2021-06-18 | 2021-08-27 | 武汉理工大学 | Integral horizontal joint of superposed shear wall and construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 430200 Laobei Street, Liji Street, Xinzhou District, Wuhan City, Hubei Province Patentee after: Beautiful building assembly technology Co., Ltd. Address before: 430421 Lao Bei street, Li Ji street, Xinzhou District, Wuhan, Hubei. Patentee before: Good Construction Company Limited |