CN206942140U - A kind of shear wall formwork support meanss - Google Patents
A kind of shear wall formwork support meanss Download PDFInfo
- Publication number
- CN206942140U CN206942140U CN201720734565.1U CN201720734565U CN206942140U CN 206942140 U CN206942140 U CN 206942140U CN 201720734565 U CN201720734565 U CN 201720734565U CN 206942140 U CN206942140 U CN 206942140U
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- China
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- shear wall
- wall formwork
- supporting plate
- screw rod
- connecting plate
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Abstract
It the utility model is related to a kind of shear wall formwork support meanss, including connecting plate, supporting plate and locking device；The connecting plate top is connected with the supporting plate for setting up shear wall formwork, and the connecting plate is connected with the locking device for locking shear wall formwork on supporting plate, the supporting plate；The locking device includes the horizontally arranged threaded sleeve, the screw rod being threadedly coupled with threaded sleeve and the pressing plate for being articulated with screw rod end for being connected to supporting plate top；The pressing plate moves in the case where the regulation of screw rod drives along supporting plate, and the screw rod is vertical with shear wall formwork；The connecting plate is provided with the through hole corresponding with the bolt hole that the side surface on shear wall top is beaten in advance.Compared to the existing supporting construction for playing carrying bolt pre- on the shear wall of shaping, there is higher sealing, place upper strata shear wall formwork and spillage occurs when pouring.
Description
Technical field
The equipment adjustment engineering device technique field of fabricated shear wall is the utility model is related to, more particularly to a kind of shear wall mould
Plate supporting device.
Background technology
Concreting is main construction task in architectural engineering, needs to mat formation template by engineering design before pouring, template paving
Packing quality directly affects construction quality.
Existing shear wall is poured in mode, is now to build shear wall formwork to certain altitude, generally three meters or so,
In the shear wall formwork put up after joints cement shaping, shear wall formwork is removed, then in the shear wall of pouring molding
It is upper to play carrying bolt in advance, then using carrying bolt as support, continue to continue to build shear wall formwork on shear wall top, in shaping
Continue joints cement in shear wall top.
And the existing supporting way with carrying bolt relies primarily on back cord and applies lateral pressure to shear wall formwork, and
The lateral pressure of shear wall formwork bottom is weaker, easy the problem of producing spillage in cement casting process.
Utility model content
Technical problem to be solved in the utility model is：A kind of shear wall formwork support meanss are provided, solved existing
Beaten in advance in the supporting construction of carrying bolt on the shear wall of shaping, the lateral pressure of shear wall formwork bottom is inadequate, easily
The problem of producing spillage.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is：A kind of shear wall formwork support dress
Put, including connecting plate, supporting plate and locking device；
The connecting plate top is connected with the supporting plate for setting up shear wall formwork, and the connecting plate is perpendicular to erection
Plate, the locking device for locking shear wall formwork is connected with the supporting plate；
The locking device includes the horizontally arranged threaded sleeve and threaded sleeve spiral shell for being connected to supporting plate top
The screw rod of line connection and the pressing plate for being articulated with screw rod end；
The pressing plate moves in the case where the regulation of screw rod drives along supporting plate, and the screw rod is vertical with shear wall formwork；
The connecting plate is provided with the through hole corresponding with the bolt hole that the side surface on shear wall top is beaten in advance.
Further, the screw rod is provided with manhole relative to the sidepiece of the other end of connection pressing plate.
Further, the connecting plate, supporting plate and thread bush are made of one piece by cast iron.
Further, it is connected with floor between the connecting plate and supporting plate.
The beneficial effects of the utility model are：The shear wall formwork support meanss that the utility model is related to, pass through connection
Plate is fixedly connected on the shear wall for pouring completion, using the bottom of supporting plate support shear wall template, passes through locking device
Apply lateral pressure to the side of shear wall formwork bottom, so that the bottom of shear wall formwork abuts against the shear wall poured
In side wall, compared to the existing supporting construction for playing carrying bolt pre- on the shear wall of shaping, there is higher sealing, put
Put upper strata shear wall formwork and spillage occurs when pouring.
Brief description of the drawings
Fig. 1 is a kind of structural representation of shear wall formwork support meanss of the utility model embodiment；
Fig. 2 be the utility model embodiment a kind of shear wall formwork support meanss be connected to shear wall and
The overall structure diagram of support shear wall template；
Label declaration：
1st, connecting plate；2nd, supporting plate；3rd, locking device；4th, screw rod；5th, pressing plate；6th, floor.
Embodiment
For detailed description technology contents of the present utility model, the objects and the effects, below in conjunction with embodiment and match somebody with somebody
Accompanying drawing is closed to be explained.
The design of the utility model most critical is：It is fixedly connected on by connecting plate on the shear wall for pouring completion,
Using the bottom of supporting plate support shear wall template, lateral pressure is applied to the side of shear wall formwork bottom by locking device
Power, so that the bottom of shear wall formwork is abutted against in the shear wall side wall poured.
It refer to Fig. 1 and Fig. 2, a kind of shear wall formwork support meanss, including connecting plate, supporting plate 2 and locking device
3；
The top of connecting plate 1 is connected with the supporting plate 2 for setting up shear wall formwork, and the connecting plate 1 is perpendicular to frame
If plate 2, the locking device 3 for locking shear wall formwork is connected with the supporting plate 2；
The locking device 3 includes the horizontally arranged threaded sleeve and threaded sleeve for being connected to the top of supporting plate 2
The screw rod 4 of threaded connection and the pressing plate 5 for being articulated with the end of screw rod 4；
The pressing plate 5 moves in the case where the regulation of screw rod 4 drives along supporting plate 2, and the screw rod 4 is vertical with shear wall formwork；
The connecting plate 1 is provided with the through hole corresponding with the bolt hole that the side surface on shear wall top is beaten in advance.
In above-mentioned shear wall formwork support meanss, it is fixedly connected on by connecting plate 1 on the shear wall for pouring completion, profit
With the bottom of the support shear wall template of supporting plate 2, lateral pressure is applied to the side of shear wall formwork bottom by locking device 3
Power, so that the bottom of shear wall formwork is abutted against in the shear wall side wall poured, compared to the existing shear wall in shaping
The pre- supporting construction for playing carrying bolt, has higher sealing on body, places upper strata shear wall formwork and is leaked when pouring
Slurry.
In above-mentioned shear wall formwork support meanss, the screw rod 4 is provided with circle relative to the sidepiece of the other end of connection pressing plate 5
Shape through hole.
When needing adjusting screw rod 4 to rotate, the cylinder straight-bar being adapted with manhole can be arranged in manhole,
Drive screw rod 4 to rotate by rotating cylinder straight-bar, the rotation of screw rod 4 is adjusted more laborsaving, raising shear wall formwork connection
Steadiness.
In above-mentioned shear wall formwork support meanss, the connecting plate 1, supporting plate 2 and thread bush be integrally formed by cast iron and
Into.
Integrally formed above-mentioned shear wall formwork support meanss, have higher intensity, make the connection of shear wall formwork have
Higher steadiness.
In above-mentioned shear wall formwork support meanss, floor 6 is connected between the connecting plate 1 and supporting plate 2.
The floor 6 plays the reinforcement effect of shear wall formwork support meanss, so as to improve the steady of shear wall formwork connection
Solidity.
Embodiment 1
A kind of shear wall formwork support meanss, including connecting plate 1, supporting plate 2 and locking device 3；The top of connecting plate 1
The supporting plate 2 for setting up shear wall formwork is connected with, the connecting plate 1 connects on supporting plate 2, the supporting plate 2
There is the locking device 3 for locking shear wall formwork；The locking device 3 includes being connected to the horizontal direction on the top of supporting plate 2
The threaded sleeve of setting, the screw rod 4 being threadedly coupled with threaded sleeve and the pressing plate 5 for being articulated with the end of screw rod 4；The pressing plate 5 exists
The regulation of screw rod 4 is moved under driving along supporting plate 2, and the screw rod 4 is vertical with shear wall formwork；The connecting plate 1 be provided with
The corresponding through hole of bolt hole that the side surface on shear wall top is beaten in advance.The screw rod 4 is relative to the other end of connection pressing plate
Sidepiece is provided with manhole.The connecting plate 1, supporting plate 2 and thread bush are made of one piece by cast iron.The He of connecting plate 1
Floor 6 is connected between supporting plate 2.
In summary, in shear wall formwork support meanss provided by the utility model, it is fixedly connected on and is poured by connecting plate
Build on the shear wall of completion, using the bottom of supporting plate support shear wall template, by locking device under shear wall formwork
The side in portion applies lateral pressure, so that the bottom of shear wall formwork is abutted against in the shear wall side wall poured, compared to existing
Some pre- supporting constructions for playing carrying bolt on the shear wall of shaping, have higher sealing, place upper strata shear wall
When pouring spillage occurs for template.The screw rod is provided with manhole relative to the sidepiece of the other end of connection pressing plate.Needing
When adjusting screw rod rotates, the cylinder straight-bar being adapted with manhole can be arranged in manhole, by rotating cylinder
Straight-bar drives screw rod to rotate, and the rotation of screw rod is adjusted more laborsaving, the steadiness of raising shear wall formwork connection.The connection
Plate, supporting plate and thread bush are made of one piece by cast iron.Integrally formed above-mentioned shear wall formwork support meanss, have higher
Intensity, makes the connection of shear wall formwork have higher steadiness.Floor is connected between the connecting plate and supporting plate.It is described
Floor plays the reinforcement effect of shear wall formwork support meanss, so as to improve the steadiness of shear wall formwork connection.
Embodiment of the present utility model is the foregoing is only, not thereby limits the scope of the claims of the present utility model, it is every
The equivalents made using the utility model specification and accompanying drawing content, or directly or indirectly it is used in the technology neck of correlation
Domain, similarly it is included in scope of patent protection of the present utility model.
Claims (4)
1. a kind of shear wall formwork support meanss, it is characterised in that including connecting plate, supporting plate and locking device；
The connecting plate top is connected with the supporting plate for setting up shear wall formwork, and the connecting plate is perpendicular to supporting plate, institute
State the locking device being connected with supporting plate for locking shear wall formwork；
The locking device includes being connected to the horizontally arranged threaded sleeve on supporting plate top, connected with threaded sleeve screw thread
The screw rod connect and the pressing plate for being articulated with screw rod end；
The pressing plate moves in the case where the regulation of screw rod drives along supporting plate, and the screw rod is vertical with shear wall formwork；
The connecting plate is provided with the through hole corresponding with the bolt hole that the side surface on shear wall top is beaten in advance.
2. shear wall formwork support meanss according to claim 1, it is characterised in that the screw rod is relative to connection pressing plate
The sidepiece of the other end be provided with manhole.
3. shear wall formwork support meanss according to claim 1, it is characterised in that the connecting plate, supporting plate and spiral shell
Line sleeve pipe is made of one piece by cast iron.
4. shear wall formwork support meanss according to claim 1, it is characterised in that between the connecting plate and supporting plate
It is connected with floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720734565.1U CN206942140U (en) | 2017-06-22 | 2017-06-22 | A kind of shear wall formwork support meanss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720734565.1U CN206942140U (en) | 2017-06-22 | 2017-06-22 | A kind of shear wall formwork support meanss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206942140U true CN206942140U (en) | 2018-01-30 |
Family
ID=61365637
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720734565.1U Active CN206942140U (en) | 2017-06-22 | 2017-06-22 | A kind of shear wall formwork support meanss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206942140U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962831A (en) * | 2021-02-09 | 2021-06-15 | 天造机器人科技(广东)有限公司 | Robot-based rapid installation method for cast-in-place formwork of inner wall |
| CN113235911A (en) * | 2021-03-27 | 2021-08-10 | 慈溪市庵东建筑安装工程有限公司 | Integrally poured building construction structure and method |
-
2017
- 2017-06-22 CN CN201720734565.1U patent/CN206942140U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962831A (en) * | 2021-02-09 | 2021-06-15 | 天造机器人科技(广东)有限公司 | Robot-based rapid installation method for cast-in-place formwork of inner wall |
| CN113235911A (en) * | 2021-03-27 | 2021-08-10 | 慈溪市庵东建筑安装工程有限公司 | Integrally poured building construction structure and method |
| CN113235911B (en) * | 2021-03-27 | 2022-12-30 | 中化学建筑工程有限公司 | Integrally poured building construction structure and method |
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