CN208309792U - A kind of template combining short girder construction for bolumn cap - Google Patents
A kind of template combining short girder construction for bolumn cap Download PDFInfo
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- CN208309792U CN208309792U CN201820755436.5U CN201820755436U CN208309792U CN 208309792 U CN208309792 U CN 208309792U CN 201820755436 U CN201820755436 U CN 201820755436U CN 208309792 U CN208309792 U CN 208309792U
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Abstract
The utility model discloses a kind of templates that short girder construction is combined for bolumn cap, including stencil body, the lateral straight reinforcing bar of one group be arranged in stencil body and the one group of longitudinally directly reinforcing bar for being arranged in stencil body and being arranged with one group of lateral straight reinforcing bar vertical interlaced, one group of anchor bar is equipped in the stencil body, the anchor bar uses Z-type structure, its lower end is that anchored end is arranged in stencil body, upper end is also anchored end and extend out on the inside of stencil body, for being anchored with cast-in-place concrete, the stencil body end position is equipped with connection reinforcing bar, the connection reinforcing bar uses L-type structure, its lower end is that anchored end is arranged in stencil body, upper end is that welding ends extends on the inside of stencil body；The beneficial effects of the utility model are: this template can carry out prefabrication again, building industrialization level, energy conservation and environmental protection are effectively increased while ensureing template quality.
Description
Technical field
The utility model relates to building template technical fields, and in particular to a kind of mould that short girder construction is combined for bolumn cap
Plate.
Background technique
Bolumn cap combines short girder construction as a kind of new structure, is with a wide range of applications.Using support-board type column
Cap simultaneously sets contour with supporting plate for short beam, can effectively increase basement clear height and good appearance.
In existing engineering construction, bolumn cap using conventional steel form easily occur rising mould, spillage phenomena such as, and mixed after demoulding
Solidifying soil surface smoothness is general, to guarantee that perception need to carry out plastering processing to it.
Utility model content
In order to solve the problems in the existing technology, the utility model provides structurally reasonable one kind for bolumn cap knot
Close the template of short girder construction.
The technical solution of the utility model is as follows:
A kind of template combining short girder construction for bolumn cap, which is characterized in that including stencil body, be arranged in stencil body
The lateral straight reinforcing bar of interior one group and the one group of longitudinal direction for being arranged in stencil body and being arranged with one group of lateral straight reinforcing bar vertical interlaced
Straight reinforcing bar, the stencil body is interior to be equipped with one group of anchor bar, and the anchor bar uses Z-type structure, and lower end is anchored end
It is arranged in stencil body, upper end is also anchored end and extend out on the inside of stencil body, for being anchored with cast-in-place concrete,
The stencil body end position is equipped with connection reinforcing bar, and the connection reinforcing bar uses L-type structure, and lower end is that anchored end is arranged
In stencil body, upper end is that welding ends extends on the inside of stencil body, and stencil body it is adjacent between connection reinforcing bar pass through it
Welding ends is welded and fixed.
A kind of template combining short girder construction for bolumn cap, which is characterized in that the stencil body uses microlith
Concrete layer structure, inside are rough surface, and outside is shiny surface.
A kind of template combining short girder construction for bolumn cap, which is characterized in that one group of anchor bar is adjacent
Between spacing be less than or equal to 500mm.
A kind of described template that short girder construction is combined for bolumn cap, which is characterized in that the connection reinforcing bar at least provided with
Twice, and connect the spacing between reinforcing bar and be less than or equal to 500mm.
A kind of described template that short girder construction is combined for bolumn cap, which is characterized in that described one group laterally straight reinforcing bar and
One group of longitudinally directly reinforcing bar is separately positioned at the medium position of stencil body.
The beneficial effects of the utility model are: this template can carry out prefabrication again, have while ensureing template quality
Effect improves building industrialization level, energy conservation and environmental protection；This template can effectively prevent rise mould, leakage using pea gravel concreten layer structure
Phenomenon is starched, smooth on the outside of template, being not required to plastering has good perception；It is not required to demoulding after the completion of this template construction, saves the duration, apply
Work is convenient；This template can also serve as bolumn cap cover to reinforcement, can sufficiently ensure thickness of protection tier, avoid because of protective layer thickness
Influence structure durability less than normal.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the attachment structure schematic diagram of the utility model；
In figure: 1- stencil body, 2- anchor bar, 3- connection reinforcing bar, the lateral straight reinforcing bar of 4-, 5- longitudinally directly reinforcing bar.
Specific embodiment
Below in conjunction with Figure of description, the utility model is further described.
As shown in Figs. 1-2, a kind of template combining short girder construction for bolumn cap, including stencil body 1, anchor bar 2, company
Connect reinforcing bar 3, laterally straight reinforcing bar 4 and longitudinally directly reinforcing bar 5.
One group laterally straight reinforcing bar 4 is arranged in stencil body 1, one group of longitudinally directly reinforcing bar 5 is arranged in stencil body 1 and with
What one group of lateral straight 4 vertical interlaced of reinforcing bar was arranged, one group of anchor bar 2 is equipped in stencil body 1, anchor bar 2 is using Z-type knot
Structure, lower end are that anchored end is arranged in stencil body 1, and upper end is also anchored end and extend out to the inside of stencil body 1, for
Cast-in-place concrete is anchored, and 1 end position of stencil body is equipped with connection reinforcing bar 3, and connection reinforcing bar 3 uses L-type structure, lower end
Be that anchored end is arranged in 1 body of template sheet, upper end is that welding ends extends to the inside of stencil body 1, and stencil body 1 it is adjacent between
Connection reinforcing bar 3 be welded and fixed by its welding ends.
Stencil body 1 uses pea gravel concreten layer structure, and inside is rough surface, and outside is shiny surface.
Spacing between one group of anchor bar 2 is adjacent is less than or equal to 500mm.
Reinforcing bar 3 is connected at least provided with twice, and connects the spacing between reinforcing bar 3 and is less than or equal to 500mm.
One group laterally straight reinforcing bar 4 and one group of longitudinally directly reinforcing bar 5 are separately positioned at the medium position of stencil body 1.
Embodiment:
Stencil body 1 is the thick prefabricated pea gravel concreten template of 40mm, and the laterally straight reinforcing bar 4 and longitudinally directly reinforcing bar 5 inside matched are (double
To 6@of Φ, 200 reinforcing bar) steel mesh is constituted, steel mesh is in 1 lateral direction protective layer thickness 20mm of stencil body, while stencil body
1 can be used as the protective layer of bolumn cap reinforcing bar.1 outside of stencil body is smooth, ensures perception；It is coarse on the inside of template, it can be with cast-in-place coagulation
It is native effectively to combine.Meanwhile the globality to ensure template and cast-in-place concrete, 6 anchor bar of Φ is set on the inside of stencil body 1
2, anchor bar spacing≤500mm.The connection of Φ 6 reinforcing bar 3 is arranged in template end, is welded between stencil body 1 by connection reinforcing bar 3
Connection ensures overall performance.
The template can prefabrication also can in construction site self manufacture, can effective guarantee exposed face perception, and be not required to
Demoulding is not required to plaster.The new type formwork is applicable not only at bolumn cap of the bolumn cap in conjunction with short girder construction, is equally applicable for using supporting plate
Flat slab structure bolumn cap at.
Claims (5)
1. a kind of template for combining short girder construction for bolumn cap, which is characterized in that including stencil body (1), be arranged in template sheet
One group in body (1) laterally straight reinforcing bar (4) and setting in stencil body (1) and with one group of lateral straight reinforcing bar (4) vertical interlaced
One group of longitudinally directly reinforcing bar (5) being arranged, the stencil body (1) is interior to be equipped with one group of anchor bar (2), the anchor bar (2)
Using Z-type structure, lower end is that anchored end is arranged in stencil body (1), and upper end is also anchored end and extend out to stencil body
(1) inside, for being anchored with cast-in-place concrete, stencil body (1) end position is equipped with connection reinforcing bar (3), described
It connects reinforcing bar (3) and uses L-type structure, lower end is that anchored end is arranged in stencil body (1), and upper end is that welding ends extends to mould
On the inside of plate ontology (1), and stencil body (1) it is adjacent between connection reinforcing bar (3) be welded and fixed by its welding ends.
2. a kind of template for combining short girder construction for bolumn cap according to claim 1, which is characterized in that the template sheet
Body (1) uses pea gravel concreten layer structure, and inside is rough surface, and outside is shiny surface.
3. a kind of template for combining short girder construction for bolumn cap according to claim 1, which is characterized in that one group of anchor
Gu the spacing between reinforcing bar (2) is adjacent is less than or equal to 500mm.
4. a kind of template for combining short girder construction for bolumn cap according to claim 1, which is characterized in that the connection steel
Muscle (3) connects the spacing between reinforcing bar (3) and is less than or equal to 500mm at least provided with twice.
5. a kind of template for combining short girder construction for bolumn cap according to claim 1, which is characterized in that described one group horizontal
It is separately positioned at the medium position of stencil body (1) to straight reinforcing bar (4) and one group of longitudinally directly reinforcing bar (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820755436.5U CN208309792U (en) | 2018-05-21 | 2018-05-21 | A kind of template combining short girder construction for bolumn cap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820755436.5U CN208309792U (en) | 2018-05-21 | 2018-05-21 | A kind of template combining short girder construction for bolumn cap |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208309792U true CN208309792U (en) | 2019-01-01 |
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ID=64715838
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820755436.5U Active CN208309792U (en) | 2018-05-21 | 2018-05-21 | A kind of template combining short girder construction for bolumn cap |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114381974A (en) * | 2021-11-08 | 2022-04-22 | 中铁二院工程集团有限责任公司 | Buckle plate type frame high-speed magnetic suspension track structure and construction method thereof |
-
2018
- 2018-05-21 CN CN201820755436.5U patent/CN208309792U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114381974A (en) * | 2021-11-08 | 2022-04-22 | 中铁二院工程集团有限责任公司 | Buckle plate type frame high-speed magnetic suspension track structure and construction method thereof |
| CN114381974B (en) * | 2021-11-08 | 2023-04-07 | 中铁二院工程集团有限责任公司 | Buckle plate type frame high-speed magnetic levitation track structure and construction method thereof |
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