CN207568170U - Sizing concrete angle mould - Google Patents
Sizing concrete angle mould Download PDFInfo
- Publication number
- CN207568170U CN207568170U CN201721638925.4U CN201721638925U CN207568170U CN 207568170 U CN207568170 U CN 207568170U CN 201721638925 U CN201721638925 U CN 201721638925U CN 207568170 U CN207568170 U CN 207568170U
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- steel plate
- angle mould
- fin
- ear
- dog
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Abstract
The utility model is related to the realm of building construction, specifically a kind of sizing concrete angle mould, it is characterized in that：Including two panels steel plate and Screw arbor with nut at both-ends, wherein, two panels steel plate bends and forms dog-ear, dog-ear angle is identical with concrete wall dog-ear in design drawing, is connected between two panels steel plate by Screw arbor with nut at both-ends, wherein, the longitudinal edge setting fin of steel plate both sides, the fin is towards the outside of steel plate, and after steel plate and template are to spelling, fin covers the piece of the two.This sizing concrete angle mould is made " Z " type fin in punching block marginal position and plank sheathing is fixed.So facilitate the in-site installation of angle mould, and ensure that template is used continuously during building High variation, angle mould carries out segment design according to floor wall height.Inner and outer template is fixed by split bolt, and bolt quantity and position are determined by practical calculate.
Description
Technical field
The utility model is related to the realm of building construction, specifically a kind of sizing concrete angle mould.
Background technology
At present, with the continuous development and growth of China's infrastructure scale, the floor height of architecture storey constantly increases, core
Barrel structure, shear wall structure are in architectural engineering with more and more.Traditional wall form uses plank sheathing more, however wooden model
During formwork, corner is difficult to control plate, and easy piece does not cause sternly to generate leakage paddle phenomenon during concreting, influences to mix
Solidifying soil pouring quality.
Invention content
The purpose of the utility model is to overcome drawbacks described above, provide a kind of sizing for being used to improve corner formwork quality and mix
Solidifying soil angle mould.
In order to achieve the above object, the utility model is realized in this way：
A kind of sizing concrete angle mould, including two panels steel plate and Screw arbor with nut at both-ends, wherein, two panels steel plate bends and forms folding
Angle, dog-ear angle is identical with concrete wall dog-ear in design drawing, is connected between two panels steel plate by Screw arbor with nut at both-ends, wherein,
The longitudinal edge setting fin of steel plate both sides, the fin is towards the outside of steel plate, and after steel plate and template are to spelling, fin is by two
The piece of person covers.
The sizing concrete angle mould, the thickness of steel plate are identical with the thickness of template.
The qualitative concrete angle mould when steel plate is with steel plate splicing, is symmetrically welded in the outside stitching portion of two blocks of steel plates
Angle steel and by setting connecting screw in angle steel so as to which two blocks of steel plates be connected.
This sizing concrete angle mould is made " Z " type fin in punching block marginal position and plank sheathing is fixed.It is so convenient
The in-site installation of angle mould, and ensure that template is used continuously during building High variation, angle mould carries out segment design according to floor wall height.It is inside and outside
Template is fixed by split bolt, and bolt quantity and position are determined by practical calculate.
Description of the drawings
Fig. 1 is the use state diagram of this sizing concrete angle mould.
Fig. 2 is the partial side view of this sizing concrete angle mould.
Specific embodiment
The utility model is further illustrated below by way of specific embodiment.
As shown in Figure 1 and Figure 2, a kind of sizing concrete angle mould, including two panels steel plate 1 and Screw arbor with nut at both-ends 2, wherein, two panels steel
Plate 1 bends and forms dog-ear, and dog-ear angle is identical with concrete wall dog-ear in design drawing, passes through between two panels steel plate 1
Screw arbor with nut at both-ends 2 connects, wherein, the longitudinal edge setting fin 3 of 1 both sides of steel plate, the fin works as steel plate towards the outside of steel plate
With template to spelling after, fin covers the piece of the two.
The sizing concrete angle mould, the thickness of steel plate are identical with the thickness of template.
The qualitative concrete angle mould when steel plate is with steel plate splicing, is symmetrically welded in the outside stitching portion of two blocks of steel plates 1
Angle steel 3 and by setting connecting screw in angle steel 3 so as to which two blocks of steel plates be connected.
This sizing concrete angle mould is made " Z " type fin in punching block marginal position and plank sheathing is fixed.It is so convenient
The in-site installation of angle mould, and ensure that template is used continuously during building High variation, angle mould carries out segment design according to floor wall height.It is inside and outside
Template is fixed by split bolt, and bolt quantity and position are determined by practical calculate.
Claims (3)
1. a kind of sizing concrete angle mould, it is characterized in that：Including two panels steel plate and Screw arbor with nut at both-ends, wherein, two panels steel plate is bent
And dog-ear is formed, dog-ear angle is identical with concrete wall dog-ear in design drawing, is connected between two panels steel plate by Screw arbor with nut at both-ends
It connects, wherein, the longitudinal edges of steel plate both sides setting fin, the fin is towards the outside of steel plate, after steel plate and template are to spelling,
Fin covers the piece of the two.
2. sizing concrete angle mould according to claim 1, it is characterized in that：The thickness of steel plate is identical with the thickness of template.
3. sizing concrete angle mould according to claim 1 or 2, it is characterized in that：When steel plate is with steel plate splicing, in two blocks of steel
The outside stitching portion of plate is symmetrically welded angle steel and by setting connecting screw in angle steel so as to which two blocks of steel plates be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721638925.4U CN207568170U (en) | 2017-11-30 | 2017-11-30 | Sizing concrete angle mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721638925.4U CN207568170U (en) | 2017-11-30 | 2017-11-30 | Sizing concrete angle mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207568170U true CN207568170U (en) | 2018-07-03 |
Family
ID=62689081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721638925.4U Active CN207568170U (en) | 2017-11-30 | 2017-11-30 | Sizing concrete angle mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207568170U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356572A (en) * | 2021-05-27 | 2021-09-07 | 中国一冶集团有限公司 | Angle template and angle template system |
| CN113818480A (en) * | 2021-09-14 | 2021-12-21 | 上海建工一建集团有限公司 | Retaining wall template with top soil-piling mountain-shaped structure |
-
2017
- 2017-11-30 CN CN201721638925.4U patent/CN207568170U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356572A (en) * | 2021-05-27 | 2021-09-07 | 中国一冶集团有限公司 | Angle template and angle template system |
| CN113818480A (en) * | 2021-09-14 | 2021-12-21 | 上海建工一建集团有限公司 | Retaining wall template with top soil-piling mountain-shaped structure |
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