CN209429527U - A kind of cast-in-place column cap template of assembled architecture and accurate positioning device - Google Patents
A kind of cast-in-place column cap template of assembled architecture and accurate positioning device Download PDFInfo
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- CN209429527U CN209429527U CN201920026893.5U CN201920026893U CN209429527U CN 209429527 U CN209429527 U CN 209429527U CN 201920026893 U CN201920026893 U CN 201920026893U CN 209429527 U CN209429527 U CN 209429527U
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Abstract
The utility model discloses a kind of cast-in-place column cap template of assembled architecture of technical field of buildings and accurate positioning devices, lay cast-in-place column template in the top center of floor, it is stupefied that flitch time is vertically uniformly laid on the periphery of cast-in-place column template, template lock is connected in parallel up and down around flitch time is stupefied, the tail end of template lock is plugged with template lock clip, steel bar positioning plate is laid above cast-in-place column template, and steel bar positioning plate is placed in the inner cavity of stupefied the surrounded rectangular frame of flitch time, the utility model ensure that the concentricity and protective layer thickness of reinforcing bar by the setting of steel bar positioning plate, the setting of adjusting screw rod by the interim brace embedded part of both direction pre-embedded bolt, it realizes and the position of cast-in-place injection molded plate is adjusted, aperture is not carried out to existing concrete structure, reduce noise pollution and dust pollution, borrow the built-in fitting of other purposes It realizes existing purpose, reduces construction cost, meet the environmentally protective call of assembled architecture.
Description
Technical field
The utility model relates to technical field of buildings, the cast-in-place column cap template of specially a kind of assembled architecture and accurate positioning
Device.
Background technique
With the continuous development of Building technology, assembled architecture technology is more and more mature, by prefabricated component component in building site
The building being assembled, referred to as assembled architecture, prefabrication and assembly construction production method are the important embodiments of building industrialization, main special
Sign be building structure is split as to the components such as wall, plate, beam, column and these components are transported after plant produced to construction site into
Row installation, with prefabricated concrete structure large-area applications, in prefabrication building course, general basal layer and one
Layer structure is cast-in-place structural, and one layer the above are precast constructions.Prefabricated components the factorial production, accurate to dimension is higher, scene
Cast-in-place structural construction precision is the bottom of compared with, and reinforcement location or cast-in-place column cross-section size are in addition cast-in-place there are certain deviation after the completion of construction
Pillar reinforcing can loosely have the case where torsional deflection, then carry out will appear faulting of slab ends and prefabricated post torsion when the installation of top prefabricated components
Turn offset, to influence perception and installation quality, is based on this, the utility model devises a kind of cast-in-place column cap mould of assembled architecture
Plate and accurate positioning device, to solve the above problems.
Summary of the invention
The purpose of this utility model is to provide a kind of cast-in-place column cap template of assembled architecture and accurate positioning devices, with solution
The faulting of slab ends that cast-in-place structural part certainly mentioned above in the background art and precast construction part occur avoids influencing at joint surface
The problem of perception and installation quality.
To achieve the above object, the utility model provides the following technical solutions: a kind of cast-in-place column cap template of assembled architecture
And accurate positioning device, including cast-in-place column template, flitch time stupefied, template lock, template lock clip, steel bar positioning plate, securing plate, ring
Hoop, adjusting screw rod, pulling force adjusting nut, pipe regulating screw nut, interim brace embedded part, connecting bottom board, floor and reinforcing bar, it is described
Cast-in-place column template is laid in the top center of floor, and stupefied, the institute of flitch time is vertically uniformly laid on the periphery of the cast-in-place column template
State flitch it is time stupefied around be connected with template lock in parallel up and down, the tail end of the template lock is plugged with template lock clip, described existing
It pours and lays steel bar positioning plate above column template, and steel bar positioning plate is placed in the interior of stupefied the surrounded rectangular frame of flitch time
Chamber, the stupefied junction between steel bar positioning plate of the flitch time are provided with securing plate, the stupefied surrounding apical set of the flitch time
It is connected to hoop, the bottom of the floor is embedded with interim brace embedded part, and the top of the interim brace embedded part passes through nut
It is fixed with connecting bottom board, and is contacted at the top of connecting bottom board and floor, tune is tiltedly installed between the connecting bottom board and hoop
Screw rod is saved, the top of the adjusting screw rod is separately installed with pulling force adjusting nut and pipe regulating screw nut, and pulling force adjusting nut
The top of pipe regulating screw nut is set, and the inner cavity of the cast-in-place column template is vertically in that rectangular uniform is arranged with reinforcing bar, and reinforcing bar
Top run through steel bar positioning plate.
Preferably, the cast-in-place column template is panels of wood, and cast-in-place column template bottom carries out position positioning by reinforcing bar.
Preferably, it is square-section flitch that the flitch time is stupefied, and the stupefied height of flitch time is higher than cast-in-place column template.
Preferably, the template lock is steel band crotch structure, and its tail end is offered and matched with template lock clip
Slot, four sides splicing are connected as entirety for flitch is time stupefied.
Preferably, the steel bar positioning plate is sheet metal, is punched according to reinforcement location above, hole size is greater than
Bar diameter, and steel bar positioning plate height is greater than cast-in-place column template absolute altitude.
Preferably, the securing plate is the plank sheathing with cast-in-place column template condition of equivalent thickness, and securing plate is placed on reinforcing bar and determines
Position plate and flitch it is time stupefied between.
Preferably, the hoop is quadrangle angle steel, and the stupefied gap between hoop of flitch time is fixed with timber wedge, described
Weld two T-type perforated steel plates in the two neighboring face of hoop.
Preferably, the adjusting screw rod is cylindrical reinforcing steel, and screw thread is arranged in one end and pulling force adjusting nut, pressure are adjusted
Nut connection, other end welding perforated steel plate are bolted with connecting bottom board.
Preferably, the connecting bottom board includes bottom plate, and the top of the bottom plate is welded with connecting lateral plate, the bottom plate in parallel
Top and the side wall of connecting lateral plate offer connection jack.
Compared with prior art, the utility model has the beneficial effects that the setting that the utility model passes through steel bar positioning plate
It ensure that the concentricity and protective layer thickness of reinforcing bar, the setting of adjusting screw rod is by the pre-buried of the interim brace embedded part of both direction
Bolt is realized and is adjusted to the position of cast-in-place injection molded plate, does not carry out aperture to existing concrete structure, reduce noise pollution with
Dust pollution, the built-in fitting for borrowing other purposes realize existing purpose, reduce construction cost, meet assembled architecture green
The call of environmental protection.
Certainly, any product for implementing the utility model does not necessarily require achieving all the advantages described above at the same time.
Detailed description of the invention
In order to illustrate more clearly of the technical solution of the utility model embodiment, make required for being described below to embodiment
Attached drawing is briefly described, it should be apparent that, the drawings in the following description are merely some embodiments of the present invention,
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings
Other attached drawings.
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the portion the utility model A enlarged drawing；
Fig. 3 is the portion the utility model B enlarged drawing；
Fig. 4 is the utility model template lock and template lock clip combination diagram；
Fig. 5 is the utility model hoop structure schematic diagram；
Fig. 6 is the utility model connecting bottom board structural schematic diagram.
In attached drawing, parts list represented by the reference numerals are as follows:
The cast-in-place column template of 1-, 2- flitch time stupefied, 3- template lock, 4- template lock clip, 5- steel bar positioning plate, 6- securing plate,
7- hoop, 71-T type perforated steel plate, 8- adjusting screw rod, 9- pulling force adjusting nut, 10- pipe regulating screw nut, the interim diagonal brace of 11- are pre-
Embedded part, 12- connecting bottom board, 121- bottom plate, 122- connecting lateral plate, 123- connection jack, 13- floor, 14- reinforcing bar.
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.Based on the embodiments of the present invention, those of ordinary skill in the art are without creative efforts
All other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-6 is please referred to, the utility model provides a kind of technical solution: a kind of cast-in-place column cap template of assembled architecture and essence
True positioning device, including cast-in-place column template 1, flitch times stupefied 2, template lock 3, template lock clip 4, steel bar positioning plate 5, securing plate 6,
Hoop 7, adjusting screw rod 8, pulling force adjusting nut 9, pipe regulating screw nut 10, interim brace embedded part 11, connecting bottom board 12, floor
13 and reinforcing bar 14, the top center of floor 13 lay cast-in-place column template 1, the periphery of cast-in-place column template 1 is vertically uniformly laid
Flitch times stupefied 2 is connected with template lock 3 around flitch time stupefied 2 in parallel up and down, and the tail end of template lock 3 is plugged with template lock clip
4, steel bar positioning plate 5 is laid in the top of cast-in-place column template 1, and steel bar positioning plate 5 is placed in stupefied 2 rectangles surrounded of flitch time
The inner cavity of frame, the junction between flitch time stupefied 2 and steel bar positioning plate 5 are provided with securing plate 6, push up around flitch time stupefied 2
End cap is connected to hoop 7, and the bottom of floor 13 is embedded with interim brace embedded part 11, and the top of interim brace embedded part 11 passes through spiral shell
Mother is fixed with connecting bottom board 12, and connecting bottom board 12 is contacted with the top of floor 13, and peace is tilted between connecting bottom board 12 and hoop 7
Equipped with adjusting screw rod 8, the top of adjusting screw rod 8 is separately installed with pulling force adjusting nut 9 and pipe regulating screw nut 10, and pulling force tune
The top of pipe regulating screw nut 10 is arranged in section nut 9, and the inner cavity of cast-in-place column template 1 is vertically in that rectangular uniform is arranged with reinforcing bar
14, and steel bar positioning plate 5 is run through on the top of reinforcing bar 14.
Wherein, cast-in-place injection molded plate 1 is panels of wood, facilitates cast-in-place dimensioning to form, cast-in-place 1 bottom of injection molded plate passes through reinforcing bar
14 carry out position positioning, and flitch time stupefied 2 prevents from deforming for square-section flitch its purpose is that increasing cast-in-place 1 rigidity of injection molded plate,
Stupefied 2 height of flitch time is higher than cast-in-place injection molded plate 1, and template lock 3 is steel band crotch structure, and four sides splicing connects flitch time stupefied 2
For entirety, flitch time stupefied 2 and existing cast-in-place injection molded plate 1 are reinforced, template lock clip 4 is triangular steel plate, and the purpose is to right
Adjacent forms lock 3 is attached reinforcing, and steel bar positioning plate 5 is sheet metal, is punched according to 14 position of reinforcing bar above, hole is big
Small to be greater than 14 diameter of reinforcing bar, 5 height of steel bar positioning plate is greater than cast-in-place 1 plate absolute altitude of injection molded plate, avoids steel bar positioning plate 5 and concrete
It pouring and is integral, later period steel bar positioning plate 5 is facilitated to remove, securing plate 6 is the plank sheathing with cast-in-place 1 condition of equivalent thickness of column template,
Securing plate 6 will be added to be placed between steel bar positioning plate 5 and flitch time stupefied 2, and guarantee 5 position precision of steel bar positioning plate, 7 section of hoop
For quadrangle angle steel, sectional dimension is identical as cast-in-place 1 sectional dimension of column template, is wrapped up surrounding flitch time stupefied 2 with hoop 7,
Gap between flitch time stupefied 2 and hoop 7 is fixed with timber wedge, and two T-type perforated steel plates 71, side are welded in the two neighboring face of hoop 7
Just it is connect with adjusting screw rod 8, adjusting screw rod 8 is cylindrical reinforcing steel, for connecting hoop 7 and connecting bottom board 12, adjusting screw rod 8 one
End setting screw thread is connect with pulling force adjusting nut 9, pipe regulating screw nut 10, and the other end welds perforated steel plate, with connecting bottom board 12
Connection, interim brace embedded part 11 are bolt pre-buried in 13 structure of floor, are mainly used to carry out prefabricated rod structure temporarily solid
It is fixed, aperture is not carried out to 13 structure of floor in the present invention, connecting bottom board 12 includes bottom plate 121, the top of the bottom plate 121
Portion is welded with connecting lateral plate 122 in parallel, and the top of the bottom plate 121 and the side wall of connecting lateral plate 122 offer connection jack
123, bottom plate 121 is connect with interim brace embedded part 11, and connecting lateral plate 122 is connect with adjusting screw rod 8, pulling force adjusting nut 9 with
Adjusting screw rod 8 connects, and is located at 8 outermost of adjusting screw rod, realizes 8 tension of adjusting screw rod by tightening pulling force adjusting nut 9, thus
Realize the correction of cast-in-place column template 1, pipe regulating screw nut 10 is connect with adjusting screw rod 8, is located at 8 most inner side of adjusting screw rod, is passed through
It tightens 10 nut of pipe regulating screw nut and realizes that adjusting screw rod 8 is pressurized, to realize the correction of cast-in-place column template 1.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
Particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one of the utility model
In embodiment or example.In the present specification, schematic expression of the above terms be not necessarily referring to identical embodiment or
Example.Moreover, particular features, structures, materials, or characteristics described can be in any one or more embodiment or examples
In can be combined in any suitable manner.
The preferred embodiment in the utility model disclosed above is only intended to help to illustrate the utility model.Preferred embodiment is simultaneously
There is no the details that detailed descriptionthe is all, also not limiting the utility model is only the specific embodiment.Obviously, according to this theory
The content of bright book can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to preferably
The principles of the present invention and practical application are explained, so that skilled artisan be enable to better understand and utilize this
Utility model.The utility model is limited only by the claims and their full scope and equivalents.
Claims (9)
1. a kind of cast-in-place column cap template of assembled architecture and accurate positioning device, including cast-in-place column template (1), flitch time stupefied (2),
Template lock (3), template lock clip (4), steel bar positioning plate (5), securing plate (6), hoop (7), adjusting screw rod (8), pulling force are adjusted
Nut (9), pipe regulating screw nut (10), interim brace embedded part (11), connecting bottom board (12), floor (13) and reinforcing bar (14),
It is characterized by: the top center of the floor (13) is laid cast-in-place column template (1), the periphery of the cast-in-place column template (1)
Flitch time stupefied (2) is vertically uniformly laid, is connected with template lock (3), the mould in parallel up and down around the flitch time stupefied (2)
The tail end of plate lock (3) is plugged with template lock clip (4), lays steel bar positioning plate (5) above the cast-in-place column template (1),
And steel bar positioning plate (5) is placed in the inner cavity for the rectangular frame that flitch time stupefied (2) is surrounded, the flitch time stupefied (2) and reinforcing bar
Junction between positioning plate (5) is provided with securing plate (6), and the surrounding apical of the flitch time stupefied (2) is socketed with hoop (7),
The bottom of the floor (13) is embedded with interim brace embedded part (11), and the top of the interim brace embedded part (11) passes through spiral shell
Mother is fixed with connecting bottom board (12), and connecting bottom board (12) is contacted with the top of floor (13), the connecting bottom board (12) and ring
It is tiltedly installed with adjusting screw rod (8) between hoop (7), the top of the adjusting screw rod (8) is separately installed with pulling force adjusting nut (9)
With pipe regulating screw nut (10), and pulling force adjusting nut (9) be arranged in the top of pipe regulating screw nut (10), the cast-in-place column mould
The inner cavity of plate (1) is vertically in that rectangular uniform is arranged with reinforcing bar (14), and steel bar positioning plate (5) are run through on the top of reinforcing bar (14).
2. a kind of cast-in-place column cap template of assembled architecture according to claim 1 and accurate positioning device, it is characterised in that:
The cast-in-place column template (1) is panels of wood, and cast-in-place column template (1) bottom carries out position positioning by reinforcing bar (14).
3. a kind of cast-in-place column cap template of assembled architecture according to claim 1 and accurate positioning device, it is characterised in that:
The flitch time stupefied (2) is square-section flitch, and flitch time stupefied (2) is highly higher than cast-in-place column template (1).
4. a kind of cast-in-place column cap template of assembled architecture according to claim 1 and accurate positioning device, it is characterised in that:
The template lock (3) is steel band crotch structure, and its tail end offers the slot matched with template lock clip (4), four
Flitch time stupefied (2) is connected as entirety by face splicing.
5. a kind of cast-in-place column cap template of assembled architecture according to claim 1 and accurate positioning device, it is characterised in that:
The steel bar positioning plate (5) is sheet metal, is punched according to reinforcing bar (14) position above, and hole size is greater than reinforcing bar (14)
Diameter, and steel bar positioning plate (5) is highly greater than cast-in-place column template (1) absolute altitude.
6. a kind of cast-in-place column cap template of assembled architecture according to claim 1 and accurate positioning device, it is characterised in that:
The securing plate (6) is the plank sheathing with cast-in-place column template (1) condition of equivalent thickness, and securing plate (6) is placed on steel bar positioning plate (5)
Between flitch time stupefied (2).
7. a kind of cast-in-place column cap template of assembled architecture according to claim 1 and accurate positioning device, it is characterised in that:
The hoop (7) is quadrangle angle steel, and the gap between flitch time stupefied (2) and hoop (7) is fixed with timber wedge, the hoop
(7) two T-type perforated steel plates (71) are welded in two neighboring face.
8. a kind of cast-in-place column cap template of assembled architecture according to claim 1 and accurate positioning device, it is characterised in that:
The adjusting screw rod (8) is cylindrical reinforcing steel, and screw thread and pulling force adjusting nut (9), pipe regulating screw nut (10) is arranged in one end
Connection, other end welding perforated steel plate are bolted with connecting bottom board (12).
9. a kind of cast-in-place column cap template of assembled architecture according to claim 1 and accurate positioning device, it is characterised in that:
The connecting bottom board (12) includes bottom plate (121), and the top of the bottom plate (121) is welded with connecting lateral plate (122) in parallel, described
The top of bottom plate (121) and the side wall of connecting lateral plate (122) offer connection jack (123).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920026893.5U CN209429527U (en) | 2019-01-08 | 2019-01-08 | A kind of cast-in-place column cap template of assembled architecture and accurate positioning device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920026893.5U CN209429527U (en) | 2019-01-08 | 2019-01-08 | A kind of cast-in-place column cap template of assembled architecture and accurate positioning device |
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| CN209429527U true CN209429527U (en) | 2019-09-24 |
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| CN201920026893.5U Active CN209429527U (en) | 2019-01-08 | 2019-01-08 | A kind of cast-in-place column cap template of assembled architecture and accurate positioning device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952461A (en) * | 2019-12-23 | 2020-04-03 | 沈靖林 | Construction method for viaduct bridge pier |
| CN111101604A (en) * | 2019-12-18 | 2020-05-05 | 秦晶晶 | Combined type embedded part for steel inclined support floor of prefabricated part |
| CN115126228A (en) * | 2022-06-30 | 2022-09-30 | 陕西帕源路桥建设有限公司 | Installation and positioning module for diagonal combination die of stand column |
-
2019
- 2019-01-08 CN CN201920026893.5U patent/CN209429527U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111101604A (en) * | 2019-12-18 | 2020-05-05 | 秦晶晶 | Combined type embedded part for steel inclined support floor of prefabricated part |
| CN110952461A (en) * | 2019-12-23 | 2020-04-03 | 沈靖林 | Construction method for viaduct bridge pier |
| CN110952461B (en) * | 2019-12-23 | 2021-03-26 | 武汉市市政工程机械化施工有限公司 | Construction method for viaduct bridge pier |
| CN115126228A (en) * | 2022-06-30 | 2022-09-30 | 陕西帕源路桥建设有限公司 | Installation and positioning module for diagonal combination die of stand column |
| CN115126228B (en) * | 2022-06-30 | 2023-08-15 | 陕西帕源路桥建设有限公司 | Positioning module for mounting diagonal combination die of upright post |
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Address after: 253000 Dejian building, Sanba East Road, De Zhou City, Shandong Province Patentee after: Shandong Expressway Dejian Group Co.,Ltd. Address before: 253000 Dejian building, Sanba East Road, De Zhou City, Shandong Province Patentee before: SHANDONG DEJIAN GROUP Co.,Ltd. |