CN208251626U - A kind of constructional column top concrete primary concreting molding backform - Google Patents
A kind of constructional column top concrete primary concreting molding backform Download PDFInfo
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- CN208251626U CN208251626U CN201820760998.9U CN201820760998U CN208251626U CN 208251626 U CN208251626 U CN 208251626U CN 201820760998 U CN201820760998 U CN 201820760998U CN 208251626 U CN208251626 U CN 208251626U
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- fastening plates
- reinforcing bar
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Abstract
The utility model provides a kind of constructional column top concrete primary concreting molding backform, comprising: lower hopper, fastening plates, template；The top of the first wall and the second wall is arranged in beam slab, and beam slab is connected with the first wall and the second wall by pouring mode；Load steel-bar arrangement is in the bottom inner end of the first wall and the inside beam slab of the second wall, and load reinforcing bar is connected with beam slab by embedded mode；The outside of load reinforcing bar is provided with steel reinforcement cage, and load reinforcing bar is connected with steel reinforcement cage by welding manner.The utility model passes through the improvement in structure; and combine the prior art;, can be revolving strong with facilitating construction to reduce labour, it gathers materials on the spot; facilitate operation; the advantages that improving construction column end concrete construction quality, saving manually, protect environment; it solves the problem and deficiency in existing apparatus, is allowed to that more there is practicability.
Description
Technical field
The utility model relates to construction equipment technical fields, more specifically, more particularly to a kind of coagulation at the top of constructional column
Native primary concreting forms backform.
Background technique
It holds water and constructional column is set, the shockproof and shock resistance of building can be improved, enhance the stability of building
And safety, filling wall construction column are that main structure and masonry project complete after-pouring, construction manipulation process is relatively difficult, construction
Column is to fill out construction quality after main body top concrete and construction column end concrete to be difficult to control, the position of constructional column feed inlet
Concrete needs the problems such as secondary finishing, is a weak link of main structural engineering construction quality.
In order to improve construction top end concrete density and flexible material blocking construction quality, facilitate construction, reduction is applied
Work cost is subject to technological improvement and innovation to Constructional Col-umn Construction technique；Conventional construction top end is logical using plastic extrusion polystyrene board
It crosses paste agent specially and carries out stickup fixation, horn mouth is made in traditional method template, and as concrete feed inlet, when form removable is deposited
At horn mouth position, the concrete of protrusion needs artificial rejecting, takes a lot of work, is time-consuming；Then, how to provide one kind and construction is effectively ensured
The concrete construction quality of top end facilitates construction to reduce labour, accelerates construction progress, and saves the duration；Effectively improve construction
Column end concrete construction quality saves artificial, protection environment；Template can repeatedly use, can be revolving strong, take on the spot
Material facilitates operation, saves the constructional column top concrete primary concreting molding backform of material, becomes what needs at present solved
Important topic.
In view of this, studied improvement for existing problem, a kind of constructional column top concrete is provided and is disposably poured
Build up type backform solve the conventional construction top end occurred among the above using plastic extrusion polystyrene board by paste agent specially into
Row, which is pasted, to be fixed, and horn mouth is made in traditional method template, and as concrete feed inlet, when form removable, there are horn mouth position is convex
Concrete out need it is artificial reject, take a lot of work, time-consuming problem, it is intended to by the technology, reach solve the problems, such as it is practical with raising
The purpose of value.
Utility model content
The purpose of this utility model is to provide a kind of constructional column top concrete primary concretings to form backform, to solve
The conventional construction top end proposed in background technique carries out stickup fixation by paste agent specially using plastic extrusion polystyrene board, passes
Horn mouth is made in system way template, and as concrete feed inlet, when form removable, there are the concrete of horn mouth position protrusion to need
It manually to reject, take a lot of work, time-consuming problem and deficiency.
To achieve the above object, the utility model provides a kind of constructional column top concrete primary concreting molding top
Mould is reached by technological means in detail below:
A kind of constructional column top concrete primary concreting forms backform, comprising: beam slab, lower hopper, side plate, hinge, tight
Solid plate, template, pvc pipe, T shape screw rod, steel reinforcement cage, load reinforcing bar, the first template, the second fastening plates, the first wall and the second wall
Body；The beam slab is arranged in the top of the first wall and the second wall, and beam slab with the first wall and the second wall by pouring
Mode is connected；The load steel-bar arrangement is in the bottom inner end of the first wall and the inside beam slab of the second wall, and load steel
Muscle is connected with beam slab by embedded mode；The outside of the load reinforcing bar is provided with steel reinforcement cage, and load reinforcing bar and steel reinforcement cage
It is connected by welding manner；The template and the first template are mounted on the both ends of the first wall and the second wall, and template and
First template is connected with the first wall and the second wall by laminating type；The outside of the template and the first template is provided with
Fastening plates and the second fastening plates, and template and the first template are connected with fastening plates and the second fastening plates by built-in screw；Institute
The inside both ends for stating template, the first template, fastening plates and the second fastening plates are provided with pvc pipe, and template, the first template, fastening
Plate and the second fastening plates are connected with pvc pipe by perforation；The pvc pipe is internally provided with T shape screw rod, and T shape screw rod is logical
It crosses pvc pipe and is connected with template, the first template, fastening plates and the second fastening plates by perforation；The lower hopper is mounted on fastening
The upper interior end of plate and template, and lower hopper is connected with fastening plates and template by manner by hinge；The blanking
The inside both ends of bucket are provided with side plate, and lower hopper is connected with side plate by built-in screw.
Preferably, the template and the first template are arranged for rectangular-shaped boarding, and the width of template and the first template
Degree is greater than the intermediate width of the first wall and the second wall.
Preferably, the fastening plates and the second fastening plates are rectangular slat shape structure setting, and fastening plates and the second fastening
Plate is respectively arranged with four groups in two sides symmetry shape.
Preferably, the fastening plates, template, the first template, offer multiple groups and pvc pipe and T respectively in the second fastening plates
The mutually perforative through-hole of shape screw rod.
Preferably, the lower hopper and the setting of the hollow type of side plate side view structure triangular in shape, and side plate is by screw
Detachable structure setting.
Preferably, the T shape screw rod is provided with six groups in symmetry shape, and the length of T shape screw rod is greater than the first wall and the
The thickness of two walls.
Preferably, the steel reinforcement cage and load reinforcing bar section view are in well shape structure setting, and steel reinforcement cage and load reinforcing bar
Width is less than the first wall and the thickness of the second wall.
Due to the application of the above technical scheme, the utility model has the advantage that compared with prior art
1, the utility model is arranged by template and the first template for rectangular-shaped boarding, and template and the first template
Width be greater than the intermediate width of the first wall and the second wall, make top typified form before Constructional Col-umn Construction, be effectively ensured
The concrete construction quality for constructing top end facilitates construction to reduce labour, accelerates construction progress, and saves the duration.
2, the utility model passes through fastening plates and the second fastening plates as rectangular slat shape structure setting, and fastening plates and second
Fastening plates are respectively arranged with four groups in two sides symmetry shape, and constructional column uses novel structure top end typified form, its advantage is that
Template can repeatedly use, can be revolving strong, gather materials on the spot, and facilitate operation, and saving material efficiently solves above-mentioned tradition and applies
The problem of work method.
3, the utility model is by lower hopper and the setting of the hollow type of side plate side view structure triangular in shape, and side plate passes through spiral shell
Nail is detachable structure setting, and the setting for feed opening of being formed is easy to operate without picking the concrete of chisel feed inlet position protrusion,
Construction column end concrete construction quality is effectively improved, artificial, protection environment is saved.
4, the utility model has and conveniently applies by the improvement to constructional column top concrete primary concreting molding backform
Work reduces labour, can be revolving strong, gathers materials on the spot, facilitates operation, improves construction column end concrete construction quality, save people
Work, the advantages that protecting environment, thus the problem of effective solution the utility model proposes in background technique one and deficiency.
Detailed description of the invention
The attached drawing constituted part of this application is used to provide a further understanding of the present invention, the utility model
Illustrative embodiments and their description are not constituteed improper limits to the present invention for explaining the utility model.In attached drawing
In:
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the interior schematic cross-sectional view of the utility model.
Fig. 3 is the interior view structural schematic diagram of the utility model lower hopper.
In figure: beam slab 1, lower hopper 2, side plate 3, hinge 4, fastening plates 5, template 6, pvc pipe 7, T shape screw rod 8, steel reinforcement cage 9,
Load reinforcing bar 10, the first template 11, the second fastening plates 12, the first wall 13, the second wall 14.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
It should be noted that in the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or two
More than a；The instructions such as term " on ", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion "
Orientation or positional relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description the utility model and simplification
Description, rather than the device or element of indication or suggestion meaning must have a particular orientation, constructed and grasped with specific orientation
Make, therefore should not be understood as limiting the present invention.
In addition, term " first ", " second ", " third " etc. are used for description purposes only, it is not understood to indicate or imply
Relative importance.
Meanwhile in the description of the present invention, unless otherwise clearly defined and limited, term " connected ", " connection "
It shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can be mechanical connect
It connects, is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For the general of this field
For logical technical staff, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Referring to Figure 1 to Fig. 3, the utility model provides a kind of constructional column top concrete primary concreting molding backform
Particular technique embodiment:
A kind of constructional column top concrete primary concreting molding backform, comprising: beam slab 1, lower hopper 2, side plate 3, hinge
4, fastening plates 5, template 6, pvc pipe 7, T shape screw rod 8, steel reinforcement cage 9, load reinforcing bar 10, the first template 11, the second fastening plates 12,
One wall 13 and the second wall 14；The top of the first wall 13 and the second wall 14, and beam slab 1 and the first wall is arranged in beam slab 1
Body 13 and the second wall 14 are connected by pouring mode；Load reinforcing bar 10 is arranged in the first wall 13 and the second wall 14
The bottom inner end of portion's beam slab 1, and load reinforcing bar 10 is connected with beam slab 1 by embedded mode；The external setting of load reinforcing bar 10
There is steel reinforcement cage 9, and load reinforcing bar 10 is connected with steel reinforcement cage 9 by welding manner；Template 6 and the first template 11 are mounted on first
The both ends of wall 13 and the second wall 14, and template 6 and the first template 11 pass through with the first wall 13 and the second wall 14 and are bonded
Mode is connected；The outside of template 6 and the first template 11 is provided with fastening plates 5 and the second fastening plates 12, and template 6 and the first mould
Plate 11 is connected with fastening plates 5 and the second fastening plates 12 by built-in screw；Template 6, the first template 11, fastening plates 5 and second
The inside both ends of fastening plates 12 are provided with pvc pipe 7, and template 6, the first template 11, fastening plates 5 and the second fastening plates 12 and PVC
Pipe 7 is connected by perforation；Pvc pipe 7 is internally provided with T shape screw rod 8, and T shape screw rod 8 passes through pvc pipe 7 and template 6, first
Template 11, fastening plates 5 and the second fastening plates 12 are connected by perforation；Lower hopper 2 is mounted on the top of fastening plates 5 and template 6
Inner end, and lower hopper 2 is connected with fastening plates 5 and template 6 by manner by hinge 4；The inside both ends of lower hopper 2 are set
It is equipped with side plate 3, and lower hopper 2 is connected with side plate 3 by built-in screw.
Specifically, template 6 and the first template 11 are that rectangular-shaped boarding is arranged, and template 6 and the first template 11
Width is greater than the intermediate width of the first wall 13 and the second wall 14, and top typified form is made before Constructional Col-umn Construction, is effectively protected
The concrete construction quality of card construction top end, facilitates construction to reduce labour, accelerates construction progress, save the duration.
Specifically, fastening plates 5 and the second fastening plates 12 are rectangular slat shape structure setting, and fastening plates 5 and the second fastening
Plate 12 is respectively arranged with four groups in two sides symmetry shape, and constructional column uses novel structure top end typified form, its advantage is that mould
Plate can repeatedly use, can be revolving strong, gather materials on the spot, facilitate operation, save material and efficiently solve above-mentioned traditional construction
The problem of method.
Specifically, offering multiple groups and pvc pipe 7 respectively in fastening plates 5, template 6, the first template 11, the second fastening plates 12
And the mutually perforative through-hole of T shape screw rod 8, pvc pipe 7 can facilitate after concrete formation takes out T shape screw rod 8.
Specifically, lower hopper 2 and the setting of the hollow type of 3 side view of side plate structure triangular in shape, and side plate 3 is to tear open by screw
Formula structure setting is unloaded, the setting for feed opening of being formed is easy to operate without picking the concrete of chisel feed inlet position protrusion, effectively mentions
Height construction column end concrete construction quality saves artificial, protection environment.
Specifically, T shape screw rod 8 is provided with six groups in symmetry shape, and the length of T shape screw rod 8 is greater than the first wall 13 and the
The thickness of two walls 14, T shape screw rod 8 are the clamp device of fastening plates 5, template 6, the first template 11 and the second fastening plates 12, at
Type effect is good.
Specifically, steel reinforcement cage 9 and 10 section view of load reinforcing bar are in well shape structure setting, and steel reinforcement cage 9 and load reinforcing bar 10
Width less than the first wall 13 and the thickness of the second wall 14, steel reinforcement cage 9 and load reinforcing bar 10 are the reinforcing of concrete column
Mechanism can make concrete column stronger, and the service life is longer.
Specific implementation step:
Steel reinforcement cage 9 and load reinforcing bar 10 are tied up into welding first, when welding finishes, steel reinforcement cage 9 and load reinforcing bar 10 are placed
To the middle position of the first wall 13 and the second wall 14, and connect the top of load reinforcing bar 10 and beam slab 1 in insertion, together
When, fastening plates 5, template 6, the first template 11 and the second fastening plates 12 are placed into the centre of the first wall 13 and the second wall 14
At fluting, and the through-hole opened up by fastening plates 5, template 6, the first template 11 and the second fastening plates 12 is by pvc pipe 7 and T shape
Screw rod 8 is inserted into, and tightens T shape screw rod 8, and the inner surface and the first wall 13 and the second wall 14 for making template 6 and the first template 11 are tightly
It is close to close, after confirmation is errorless, concrete slurry is persistently injected by the lower hopper 2 of 6 upper one end of fastening plates 5 and template, to mixed
When solidifying soil paste liquid is full of entire column body, the side plate 3 of 2 side of lower hopper is dismantled, and by the inner surface and beam slab of lower hopper 2
1 outer surface is in the state that fits together perfectly, at this point, a kind of cylinder of constructional column is poured and finished, the concrete formation of column to be constructed is complete
Bi Shi is removed fastening plates 5, template 6, the first template 11 and the second fastening plates 12 by T shape screw rod 8 and pvc pipe 7.
In summary: a kind of constructional column top concrete primary concreting molding backform passes through template and the first template
It is arranged for rectangular-shaped boarding, and the width of template and the first template is greater than the intermediate width of the first wall and the second wall
It spends, top typified form is made before Constructional Col-umn Construction, the concrete construction quality of construction top end is effectively ensured, construction is facilitated to drop
Low labour, accelerates construction progress, and saves the duration；It is rectangular slat shape structure setting by fastening plates and the second fastening plates, and
Fastening plates and the second fastening plates are in that two sides symmetry shape is respectively arranged with four groups, and constructional column uses novel structure top end stock mould
Plate, its advantage is that template can repeatedly use, it can be revolving strong, it gathers materials on the spot, facilitates operation, save material and efficiently solve
The problem of above-mentioned conventional construction method；It is arranged by lower hopper and the hollow type of side plate side view structure triangular in shape, and side plate is logical
Crossing screw is detachable structure setting, the setting for feed opening of being formed, without picking the concrete of chisel feed inlet position protrusion, operation side
Just, construction column end concrete construction quality is effectively improved, artificial, protection environment is saved；Solves the tradition occurred among the above
Construction top end carries out stickup fixation by paste agent specially using plastic extrusion polystyrene board, and loudspeaker are made in traditional method template
Mouthful, as concrete feed inlet, when form removable there are the concrete of horn mouth position protrusion need it is artificial reject, take a lot of work, expense
When the problem of.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (7)
1. a kind of constructional column top concrete primary concreting forms backform, comprising: beam slab (1), lower hopper (2), side plate (3),
Hinge (4), fastening plates (5), template (6), pvc pipe (7), T shape screw rod (8), steel reinforcement cage (9), load reinforcing bar (10), the first template
(11), the second fastening plates (12), the first wall (13) and the second wall (14)；It is characterized by: the beam slab (1) setting is the
The top of one wall (13) and the second wall (14), and beam slab (1) and the first wall (13) and the second wall (14) are by pouring
Mode is connected；The load reinforcing bar (10) is arranged at the bottom of the first wall (13) and the inside beam slab (1) of the second wall (14)
Portion inner end, and load reinforcing bar (10) is connected with beam slab (1) by embedded mode；The outside of the load reinforcing bar (10) is provided with
Steel reinforcement cage (9), and load reinforcing bar (10) is connected with steel reinforcement cage (9) by welding manner；The template (6) and the first template
(11) both ends of the first wall (13) and the second wall (14), and template (6) and the first template (11) and the first wall are mounted on
(13) and the second wall (14) is connected by laminating type；The outside of the template (6) and the first template (11) is provided with tightly
Solid plate (5) and the second fastening plates (12), and template (6) and the first template (11) and fastening plates (5) and the second fastening plates (12) are logical
Built-in screw is crossed to be connected；The template (6), the first template (11), fastening plates (5) and the second fastening plates (12) inside both ends
It is provided with pvc pipe (7), and template (6), the first template (11), fastening plates (5) and the second fastening plates (12) pass through with pvc pipe (7)
Perforation is connected；The pvc pipe (7) is internally provided with T shape screw rod (8), and T shape screw rod (8) passes through pvc pipe (7) and template
(6), the first template (11), fastening plates (5) and the second fastening plates (12) are connected by perforation；The lower hopper (2) is mounted on
The upper interior end of fastening plates (5) and template (6), and lower hopper (2) passes through work by hinge (4) and fastening plates (5) and template (6)
Flowing mode is connected；The inside both ends of the lower hopper (2) are provided with side plate (3), and lower hopper (2) and side plate (3) are in
Screw is set to be connected.
2. a kind of constructional column top concrete primary concreting according to claim 1 forms backform, it is characterised in that: institute
It states template (6) and the first template (11) is that rectangular-shaped boarding is arranged, and the width of template (6) and the first template (11) is big
In the intermediate width of the first wall (13) and the second wall (14).
3. a kind of constructional column top concrete primary concreting according to claim 1 forms backform, it is characterised in that: institute
Stating fastening plates (5) and the second fastening plates (12) is rectangular slat shape structure setting, and fastening plates (5) and the second fastening plates (12) are in
Two sides symmetry shape is respectively arranged with four groups.
4. a kind of constructional column top concrete primary concreting according to claim 1 forms backform, it is characterised in that: institute
It states fastening plates (5), template (6), the first template (11), offer multiple groups and pvc pipe (7) and T respectively in the second fastening plates (12)
Shape screw rod (8) mutually perforative through-hole.
5. a kind of constructional column top concrete primary concreting according to claim 1 forms backform, it is characterised in that: institute
The hollow type setting of lower hopper (2) and side plate (3) side view structure triangular in shape is stated, and side plate (3) is detachable knot by screw
Structure setting.
6. a kind of constructional column top concrete primary concreting according to claim 1 forms backform, it is characterised in that: institute
It states T shape screw rod (8) and symmetry shape is provided with six groups, and the length of T shape screw rod (8) is greater than the first wall (13) and the second wall
(14) thickness.
7. a kind of constructional column top concrete primary concreting according to claim 1 forms backform, it is characterised in that: institute
Steel reinforcement cage (9) and load reinforcing bar (10) section view are stated in well shape structure setting, and the width of steel reinforcement cage (9) and load reinforcing bar (10)
Less than the first wall (13) and the thickness of the second wall (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820760998.9U CN208251626U (en) | 2018-05-22 | 2018-05-22 | A kind of constructional column top concrete primary concreting molding backform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820760998.9U CN208251626U (en) | 2018-05-22 | 2018-05-22 | A kind of constructional column top concrete primary concreting molding backform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208251626U true CN208251626U (en) | 2018-12-18 |
Family
ID=66481042
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820760998.9U Expired - Fee Related CN208251626U (en) | 2018-05-22 | 2018-05-22 | A kind of constructional column top concrete primary concreting molding backform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208251626U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067379A (en) * | 2019-05-31 | 2019-07-30 | 南通四建集团有限公司 | A kind of constructional column pours tool and a kind of constructional column casting method |
| CN111456429A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | Construction method of air shaft wall constructional column formwork |
| CN111648393A (en) * | 2020-06-19 | 2020-09-11 | 江苏华江祥瑞现代建筑发展有限公司 | Independent foundation and pouring process thereof |
-
2018
- 2018-05-22 CN CN201820760998.9U patent/CN208251626U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067379A (en) * | 2019-05-31 | 2019-07-30 | 南通四建集团有限公司 | A kind of constructional column pours tool and a kind of constructional column casting method |
| CN111456429A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | Construction method of air shaft wall constructional column formwork |
| CN111648393A (en) * | 2020-06-19 | 2020-09-11 | 江苏华江祥瑞现代建筑发展有限公司 | Independent foundation and pouring process thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20181218 Termination date: 20190522 |