CN208363626U - Super high-rise building template back arris shoring - Google Patents
Super high-rise building template back arris shoring Download PDFInfo
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- CN208363626U CN208363626U CN201820597793.3U CN201820597793U CN208363626U CN 208363626 U CN208363626 U CN 208363626U CN 201820597793 U CN201820597793 U CN 201820597793U CN 208363626 U CN208363626 U CN 208363626U
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- back cord
- transverse direction
- direction back
- interior wall
- wall
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Abstract
The utility model provides a kind of super high-rise building template back arris shoring, including vertical outer wall template and inside wall formwork disposed in parallel, the surface lower portions of the outer wall template are provided with the first exterior wall transverse direction back cord, the surface middle part of the outer wall template and top are provided with the second exterior wall transverse direction back cord, the cross section of the first exterior wall transverse direction back cord is greater than the cross section of the second exterior wall transverse direction back cord;The surface lower portions of the inside wall formwork are provided with the first interior wall transverse direction back cord, the surface middle part of the inside wall formwork and top are provided with the second interior wall transverse direction back cord, the cross section of the first interior wall transverse direction back cord is greater than the cross section of the second interior wall transverse direction back cord.Super high-rise building template back arris shoring provided by the utility model is to carry out reasonable back cord layout according to super high-rise building loading characteristic, takes into account convenience for construction, ensure that the support force of inside wall formwork and outer wall template, guarantee its verticality and flatness.
Description
Technical field
The utility model relates to a kind of super high-rise building template back arris shorings.
Background technique
Aluminum alloy mould plate system at present in residential structure using more mature, but Super High due to layer is high and structure size compared with
The reasons such as big, made higher requirement the formwork system, reinforcement criteria and dismounting process of aluminum alloy mould plate.In Super High
During project construction, back cord can be equipped on aluminum alloy pattern plate, the process in casting concrete can be effectively prevented in the setting of back cord
There is the phenomenon that quick-fried mould in middle aluminum alloy pattern plate, however, being traditionally unable to satisfy using single diagonal brace due to the uniqueness of super high rise structure
Its support degree and construction efficiency is extremely low.Simultaneously because the reason that layer is high, how diagonal brace cooperates back cord to play adjusting wall column together
This problem of mold plate verticality can not be solved effectively always, often due to the design of back cord and diagonal brace is unreasonable, can make aluminum dipping form
The verticality of plate deviates.
Utility model content
The utility model is intended to provide a kind of super high-rise building template back arris shoring, solves Super High in the prior art
The technical issues of unreasonable verticality for making aluminum alloy pattern plate of the design of building back cord and diagonal brace deviates.
The utility model provides a kind of super high-rise building template back arris inclined support structure, including vertical outer wall mould disposed in parallel
Plate and inside wall formwork are provided with the first exterior wall transverse direction back cord in the surface lower portions of the outer wall template, in the outer wall template
Surface middle part and top are provided with the second exterior wall transverse direction back cord, and the cross section of the first exterior wall transverse direction back cord is greater than described second
The cross section of exterior wall transverse direction back cord;The surface lower portions of the inside wall formwork are provided with the first interior wall transverse direction back cord, described interior
The surface middle part of wall form and top are provided with the second interior wall transverse direction back cord, and the cross section of the first interior wall transverse direction back cord is greater than
The cross section of the second interior wall transverse direction back cord;
Overlap joint and the first exterior wall transverse direction back cord orthogonal first on the surface of the first exterior wall transverse direction back cord
The vertical back cord of exterior wall, on the surface of the second exterior wall transverse direction back cord, overlap joint is orthogonal with the second exterior wall transverse direction back cord
The vertical back cord of second exterior wall;On the surface of the first interior wall transverse direction back cord, overlap joint mutually hangs down with the first interior wall transverse direction back cord
The straight vertical back cord of the first interior wall, overlap joint and the second interior wall transverse direction back cord phase on the surface of the second interior wall transverse direction back cord
The mutually vertical vertical back cord of the second interior wall;
It is respectively mounted the first diagonal brace on the vertical back cord of first exterior wall and the vertical back cord of the first interior wall, described
The second diagonal brace is respectively mounted on the vertical back cord of two exterior walls and the vertical back cord of the second interior wall.
Further, the first exterior wall transverse direction back cord and the first interior wall transverse direction back cord are the identical first party of size
Shape siphunculus, the second exterior wall transverse direction back cord and the second interior wall transverse direction back cord are the identical second rectangular siphunculus of size.
Further, multiple first peaces are provided on the first exterior wall transverse direction back cord and the first interior wall transverse direction back cord
Hole and corresponding setting are filled, multiple second peaces are provided on the second exterior wall transverse direction back cord and the second interior wall transverse direction back cord
Hole and corresponding setting are filled, between the first mounting hole on the first exterior wall transverse direction back cord and the first interior wall transverse direction back cord
Interspersed first Screw arbor with nut at both-ends, between the second mounting hole on the second exterior wall transverse direction back cord and the second interior wall transverse direction back cord
Interspersed second Screw arbor with nut at both-ends.
Using super high-rise building template back arris shoring provided by the utility model, the mould used due to super high-rise building
Plate inside wall formwork and outer wall template are higher, using the cross of the first exterior wall transverse direction back cord of the surface lower portions setting in outer wall template
Section is provided with the cross section of the second exterior wall transverse direction back cord greater than the surface middle part of outer wall template and top, in the table of inside wall formwork
The cross section of first interior wall transverse direction back cord of face lower part setting is greater than the surface middle part of inside wall formwork and top is provided in second
The cross section of wall transverse direction back cord, and using diclinic support design, it is that reasonable back cord is carried out according to super high-rise building loading characteristic
Layout, takes into account convenience for construction, ensure that the support force of inside wall formwork and outer wall template, guarantee its verticality and flatness.
Detailed description of the invention
Attached drawing described herein is used to provide a further understanding of the present invention, and is constituted part of this application,
The exemplary embodiment of the utility model and the description thereof are used to explain the utility model, does not constitute to the improper of the utility model
It limits.In the accompanying drawings:
Fig. 1 schematically illustrates the signal for the super high-rise building template back arris shoring that the utility model embodiment provides
Figure;
Fig. 2 schematically illustrates the portion the A enlarged drawing of Fig. 1.
Specific embodiment
Below with reference to the accompanying drawings and in conjunction with the embodiments, the utility model is described in detail.
Referring to Figures 1 and 2, the utility model embodiment provides a kind of super high-rise building template back arris shoring, including
Vertical outer wall template 1 and inside wall formwork 2 disposed in parallel are provided with the first exterior wall in the surface lower portions of outer wall template 1 and laterally carry on the back
Stupefied 3, the surface middle part of outer wall template 1 and top are provided with the second exterior wall transverse direction back cord 4, the cross of the first exterior wall transverse direction back cord 3
Section is greater than the cross section of the second exterior wall transverse direction back cord 4;The surface lower portions of inside wall formwork 2 are provided with the first interior wall transverse direction back cord
5, the surface middle part of inside wall formwork 2 and top are provided with the second interior wall transverse direction back cord 6, the first interior wall transverse direction back cord 5 it is transversal
Face is greater than the cross section of the second interior wall transverse direction back cord 6;
On the surface of the first exterior wall transverse direction back cord 3, overlap joint and orthogonal first exterior wall of the first exterior wall transverse direction back cord 3 are perpendicular
It (is not drawn into figure) to back cord, on the surface of the second exterior wall transverse direction back cord 4, overlap joint is orthogonal with the second exterior wall transverse direction back cord 4
The vertical back cord of second exterior wall (being not drawn into figure);Overlap joint and the first interior wall transverse direction back cord 5 on the surface of the first interior wall transverse direction back cord 5
The orthogonal vertical back cord 7 of first interior wall, overlap joint and the second interior wall transverse direction back cord 6 on the surface of the second interior wall transverse direction back cord 6
The orthogonal vertical back cord 8 of second interior wall;
It is respectively mounted the first diagonal brace 9 on the vertical back cord of the first exterior wall and the vertical back cord 7 of the first interior wall, it is vertical in the second exterior wall
The second diagonal brace 10 is respectively mounted on back cord and the vertical back cord 8 of the second interior wall.
Preferably, the first exterior wall transverse direction back cord 3 and the first interior wall transverse direction back cord 5 are the identical first rectangular siphunculus of size,
Second exterior wall transverse direction back cord 4 and the second interior wall transverse direction back cord 6 are the identical second rectangular siphunculus of size;
Preferably, multiple first mounting holes and phase are provided on the first exterior wall transverse direction back cord 3 and the first interior wall transverse direction back cord 5
It is correspondingly arranged, multiple second mounting holes are provided on the second exterior wall transverse direction back cord 4 and the second interior wall transverse direction back cord 6 and corresponding set
It sets, the first Screw arbor with nut at both-ends 11 is interted between the first mounting hole on the first exterior wall transverse direction back cord 3 and the first interior wall transverse direction back cord 5,
Intert the second Screw arbor with nut at both-ends 12 between the second mounting hole on second exterior wall transverse direction back cord 4 and the second interior wall transverse direction back cord 6.
Using super high-rise building template back arris shoring provided by the embodiment of the utility model, since super high-rise building is adopted
Template inside wall formwork 2 and outer wall template 1 are higher, and the first exterior wall using the surface lower portions setting in outer wall template 1 is horizontal
The cross section of the second exterior wall transverse direction back cord 4 is provided with greater than the surface middle part of outer wall template 1 and top to the cross section of back cord 3,
Inside wall formwork 2 surface lower portions be arranged the first interior wall transverse direction back cord 5 cross section be greater than inside wall formwork 2 surface middle part and
Top is provided with the cross section of the second interior wall transverse direction back cord 6, and using diclinic support design, ensure that inside wall formwork 2 and exterior wall
The support force of template 1 guarantees its verticality and flatness.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (3)
1. super high-rise building template back arris shoring, which is characterized in that including vertical outer wall template and interior wall disposed in parallel
Template is provided with the first exterior wall transverse direction back cord in the surface lower portions of the outer wall template, in the surface middle part of the outer wall template
Top is provided with the second exterior wall transverse direction back cord, it is lateral that the cross section of the first exterior wall transverse direction back cord is greater than second exterior wall
The cross section of back cord;The surface lower portions of the inside wall formwork are provided with the first interior wall transverse direction back cord, in the inside wall formwork
Surface middle part and top are provided with the second interior wall transverse direction back cord, and the cross section of the first interior wall transverse direction back cord is greater than described second
The cross section of interior wall transverse direction back cord;
Overlap joint and orthogonal first exterior wall of the first exterior wall transverse direction back cord on the surface of the first exterior wall transverse direction back cord
Vertical back cord, overlap joint and the second exterior wall transverse direction back cord orthogonal second on the surface of the second exterior wall transverse direction back cord
The vertical back cord of exterior wall;On the surface of the first interior wall transverse direction back cord, overlap joint is orthogonal with the first interior wall transverse direction back cord
The vertical back cord of first interior wall, on the surface of the second interior wall transverse direction back cord, overlap joint mutually hangs down with the second interior wall transverse direction back cord
The straight vertical back cord of the second interior wall;
It is respectively mounted the first diagonal brace on the vertical back cord of first exterior wall and the vertical back cord of the first interior wall, outside described second
The second diagonal brace is respectively mounted on the vertical back cord of wall and the vertical back cord of the second interior wall.
2. super high-rise building template back arris shoring as described in claim 1, which is characterized in that first exterior wall is lateral
Back cord and the first interior wall transverse direction back cord are the identical first rectangular siphunculus of size, the second exterior wall transverse direction back cord and described
Second interior wall transverse direction back cord is the identical second rectangular siphunculus of size.
3. super high-rise building template back arris shoring as claimed in claim 2, which is characterized in that first exterior wall is lateral
Multiple first mounting holes and corresponding setting are provided on back cord and the first interior wall transverse direction back cord, second exterior wall is lateral
Multiple second mounting holes and corresponding setting are provided on back cord and the second interior wall transverse direction back cord, first exterior wall is lateral
Intert the first Screw arbor with nut at both-ends between the first mounting hole on back cord and the first interior wall transverse direction back cord, second exterior wall is lateral
Intert the second Screw arbor with nut at both-ends between the second mounting hole on back cord and the second interior wall transverse direction back cord.
Priority Applications (1)
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CN201820597793.3U CN208363626U (en) | 2018-04-24 | 2018-04-24 | Super high-rise building template back arris shoring |
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CN201820597793.3U CN208363626U (en) | 2018-04-24 | 2018-04-24 | Super high-rise building template back arris shoring |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112127621A (en) * | 2020-09-28 | 2020-12-25 | 晟通科技集团有限公司 | Wall column formwork |
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2018
- 2018-04-24 CN CN201820597793.3U patent/CN208363626U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112127621A (en) * | 2020-09-28 | 2020-12-25 | 晟通科技集团有限公司 | Wall column formwork |
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