CN206681361U - Template assembly for constructional column one-time cast-forming - Google Patents
Template assembly for constructional column one-time cast-forming Download PDFInfo
- Publication number
- CN206681361U CN206681361U CN201720202822.7U CN201720202822U CN206681361U CN 206681361 U CN206681361 U CN 206681361U CN 201720202822 U CN201720202822 U CN 201720202822U CN 206681361 U CN206681361 U CN 206681361U
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- Prior art keywords
- bell mouth
- pull bar
- baffle plate
- template
- control
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Abstract
It the utility model is related to building concrete and pour field, specifically a kind of template assembly for constructional column one-time cast-forming；It is characterized in that：Including exterior sheathing, inner template, to pull bar, to pull bar anchor slab, to casing tube of tension rod, hinge, bell mouth baffle plate, bell mouth guide plate, bell mouth control-rod and control pull bar；Wherein, exterior sheathing and inner template are separately positioned on the outside and inner side of constructional column reinforcing bar, to rod anchor on the outside of template；Bell mouth baffle plate is arranged on the outside of exterior sheathing by hinge, and bell mouth control-rod is once connected through bell mouth baffle plate, exterior sheathing, inner template, control pull bar with bell mouth baffle plate.This component is the gang form of a set of constructional column and column cap primary concreting, using lever principle, funnel principle, with reference to corner displacement application, makes constructional column pouring one-step forming.Device unitary construction is simple, quality is light and handy, cost is cheap, template high recycling rate, can be mass, can arbitrarily dismount.
Description
Technical field
It the utility model is related to building concrete and pour field, specifically a kind of mould for constructional column one-time cast-forming
Board component.
Background technology
In traditional architecture construction after constructional column pours form removal, artificial savate modification to be carried out to construction column cap again,
A piece constructional column is just finally completed.This construction technology undoubtedly adds artificial and complexity, for such case, someone
Design improves artificial plug-type bell mouth and solves this problem, and still, existing artificial plug-type bell mouth can not be fixed reliably,
After especially loading concrete, its precalculated position can not be more kept, the operation that pours to ultimately constructed post brings difficulty.
The content of the invention
The purpose of this utility model is, there is provided a kind of mould for constructional column one-time cast-forming for itself being easy to fixation
Board component.
In order to achieve the above object, the utility model is realized in：
A kind of template assembly for constructional column one-time cast-forming, including exterior sheathing, inner template, to pull bar, to pull bar
Anchor slab, to casing tube of tension rod, hinge, bell mouth baffle plate, bell mouth guide plate, bell mouth control-rod and control pull bar；Wherein, external mold
Plate and inner template are separately positioned on the outside of constructional column reinforcing bar with inner side and by being connected to pull bar, to being cased with the shaft of pull bar
To casing tube of tension rod, to the both ends of pull bar by being anchored to pull bar anchor slab on the outside of template；Bell mouth baffle plate by hinge and can on
Under be rotatably arranged on the outside of exterior sheathing, bell mouth guide plate, bell mouth control are provided between bell mouth baffle plate and exterior sheathing
Bar to pull bar anchor slab once through bell mouth baffle plate, exterior sheathing, after inner template by being fixed in inner template, the bell mouth
There is pawl structure on control club body, it is used to enable bell mouth control-rod to be stuck in bell mouth baffle plate, and control pull bar is in
" L " shape, rotationally it is connected with bell mouth baffle plate at its knuckle, its head has " Y " character form structure, and it is stuck in bell mouth control
In the pawl structure of bar processed.
This component is easy to materials to manufacture, and can customize or prefabricated.In concreting process, template and concrete shape
Into from loading characteristic, in the case where there is brick wall, the entirety of mutual stress can also be formed with brick wall, is not had in installation process
Strike, beat, pound, the damage to wall can be avoided.In use, this component is a set of constructional column and column cap primary concreting
Gang form, using lever principle, funnel principle, with reference to corner displacement application, make constructional column pouring one-step forming.Device is whole
Body simple structure, quality are light and handy, cost is cheap, template high recycling rate, can be mass, can arbitrarily dismount.
Brief description of the drawings
Fig. 1 is the side view of this component.
Fig. 2 is the top view of this component.
Fig. 3 is the structural representation that pull bar is controlled in this component.
Fig. 4 is the structural representation of bell mouth control-rod in this component.
Embodiment
The utility model is further illustrated below by way of specific embodiment.
As shown in Figure 1 and Figure 2, a kind of template assembly for constructional column one-time cast-forming, including exterior sheathing 1, inner template
2nd, controlled to pull bar 3, to pull bar anchor slab 4, to casing tube of tension rod 5, hinge 6, bell mouth baffle plate 7, bell mouth guide plate 8, bell mouth
Bar 9 and control pull bar 10；Wherein, exterior sheathing 1 and inner template 2 are separately positioned on the outside and inner side and by right of constructional column reinforcing bar
Pull bar 3 connects, to being cased with the shaft of pull bar 3 to casing tube of tension rod 5, to the both ends of pull bar 3 by being anchored at mould to pull bar anchor slab 4
On the outside of plate；Bell mouth baffle plate 7 that can rotate upwardly and downwardly is arranged on the outside of exterior sheathing 1, bell mouth baffle plate 7 and external mold by hinge 6
Bell mouth guide plate 8 is provided between plate 1, after bell mouth control-rod 9 once passes through bell mouth baffle plate 7, exterior sheathing 1, inner template 2
By being fixed on to pull bar anchor slab 4 in inner template 2, as shown in figure 4, having pawl knot on the shaft of bell mouth control-rod 9
Structure 11, it is used to enable bell mouth control-rod 9 to be stuck in bell mouth baffle plate 7, as shown in figure 3, control pull bar 10 is L-shaped,
Rotationally it is connected at its knuckle with bell mouth baffle plate 7, its head has " Y " character form structure 12, and it is stuck in bell mouth control
In the pawl structure 11 of bar 9.
This component is easy to materials to manufacture, and can customize or prefabricated.In concreting process, template and concrete shape
Into from loading characteristic, in the case where there is brick wall, the entirety of mutual stress can also be formed with brick wall, is not had in installation process
Strike, beat, pound, the damage to wall can be avoided.In use, this component is a set of constructional column and column cap primary concreting
Gang form, using lever principle, funnel principle, with reference to corner displacement application, make constructional column pouring one-step forming.Device is whole
Body simple structure, quality are light and handy, cost is cheap, template high recycling rate, can be mass, can arbitrarily dismount.
Claims (1)
1. a kind of template assembly for constructional column one-time cast-forming, it is characterized in that：Including exterior sheathing, inner template, to pull bar,
To pull bar anchor slab, to casing tube of tension rod, hinge, bell mouth baffle plate, bell mouth guide plate, bell mouth control-rod and control pull bar；Its
In, exterior sheathing and inner template are separately positioned on the outside of constructional column reinforcing bar with inner side and by being connected to pull bar, to the bar of pull bar
It is cased with it to casing tube of tension rod, to the both ends of pull bar by being anchored to pull bar anchor slab on the outside of template；Bell mouth baffle plate passes through conjunction
Page and be arranged on can rotating upwardly and downwardly exterior sheathing on the outside of, bell mouth guide plate is provided between bell mouth baffle plate and exterior sheathing, leakage
Quarrel control-rod to pull bar anchor slab once through bell mouth baffle plate, exterior sheathing, after inner template by being fixed in inner template, institute
Stating on bell mouth control club body has pawl structure, and it is used to enable bell mouth control-rod to be stuck in bell mouth baffle plate, control
Pull bar processed is L-shaped, is rotationally connected at its knuckle with bell mouth baffle plate, and its head has " Y " character form structure, and it is stuck in
In the pawl structure of bell mouth control-rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720202822.7U CN206681361U (en) | 2017-03-03 | 2017-03-03 | Template assembly for constructional column one-time cast-forming |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720202822.7U CN206681361U (en) | 2017-03-03 | 2017-03-03 | Template assembly for constructional column one-time cast-forming |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206681361U true CN206681361U (en) | 2017-11-28 |
Family
ID=60391893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720202822.7U Active CN206681361U (en) | 2017-03-03 | 2017-03-03 | Template assembly for constructional column one-time cast-forming |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206681361U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999407A (en) * | 2018-09-29 | 2018-12-14 | 北京首钢建设集团有限公司 | A kind of constructional column concreting top uses the construction method of funnel |
| CN111561157A (en) * | 2020-04-30 | 2020-08-21 | 中国五冶集团有限公司 | Structure and method for pouring concrete into grouting hole of high-altitude steel column |
-
2017
- 2017-03-03 CN CN201720202822.7U patent/CN206681361U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999407A (en) * | 2018-09-29 | 2018-12-14 | 北京首钢建设集团有限公司 | A kind of constructional column concreting top uses the construction method of funnel |
| CN111561157A (en) * | 2020-04-30 | 2020-08-21 | 中国五冶集团有限公司 | Structure and method for pouring concrete into grouting hole of high-altitude steel column |
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