CN206319592U - A kind of post-cast strip concrete side plugging structure - Google Patents
A kind of post-cast strip concrete side plugging structure Download PDFInfo
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- CN206319592U CN206319592U CN201621409829.8U CN201621409829U CN206319592U CN 206319592 U CN206319592 U CN 206319592U CN 201621409829 U CN201621409829 U CN 201621409829U CN 206319592 U CN206319592 U CN 206319592U
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- cast strip
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Abstract
The utility model discloses a kind of post-cast strip concrete side plugging structure, including：Post-cast strip concrete sideform fixture and concrete layer；The post-cast strip concrete sideform fixture includes montant and cross bar, the cross bar two ends are welded with montant, the concrete layer is embedded with reinforcing bar, the concrete layer side is movably installed with post-cast strip concrete sideform, the montant is snapped connection with post-cast strip concrete sideform side, the post-cast strip concrete sideform bottom is provided with rectangle steel bar groove, and the reinforcing bar is flexibly connected by rectangle steel bar groove with post-cast strip concrete sideform.The utility model is not only simple and quick, sizing accurate, be fixed conveniently, and removes convenient and swift, and concrete formation quality is good, is adapted to popularity.
Description
Technical field
The utility model is related to technical field of building construction, and in particular to a kind of post-cast strip concrete side plugging structure.
Background technology
In Tall Concrete Buildings, with the maximization of the building scale of construction and the diversified development of building function, often height
Layer main building connects together with bottom podium, overlength（Exceed the maximum spacing at reinforced concrete structure expansion joint）Structure, main building
Band podium formula structure or bodily form irregular structure continuously emerge.It is single in terms of structure design angle, it is necessary to disengaged high-rise with podium,
This is accomplished by setting movement joint, but from building requirements particularly to there is the building of underground waterproof requirement because set seam occur it is double
Beam, twin columns, Shuan Qiang, are limited to plane figure, facade is impacted or increase basement waterproofing is difficult, it is desirable to which structure does not stay change
Shape is stitched, and replaces it frequently with Construction Later Casting Zone.For multilayer, In Great Basement, the setting of post-cast strip will be very more, be also
The key point of quality control on construction, traditional handicraft post-cast strip side form closure is blocked using fast-easy closing-up net, there are operation fiber crops
Tired, cost is higher, the drawbacks of concrete formation impression quality is bad.Therefore, a kind of it is proposed that post-cast strip concrete side molding
Bridging structure.
Utility model content
The purpose of this utility model is to provide a kind of post-cast strip concrete side plugging structure, to solve above-mentioned background skill
The problem of being proposed in art.
To achieve the above object, the utility model provides following technical scheme：
The utility model is using such method：Post-cast strip concrete side stopend uses common red template construct,
Height thickness of slab adds 50mm, and length segmentation makes, and is slotted in red template according to structure reinforcing bars spacing；Post-cast strip concrete side closure
Formwork fixing part uses round steel welding production, highly adds 50mm for thickness of slab；After the completion of the reinforcing bar colligation of floor beam slab post-cast strip, rear
Pour and set at band the closure of post-cast strip concrete sideform, allow beam reinforced steel bar to be passed through from side template slot, using post-cast strip coagulation
Native side form stopend fixture spacing 500mm fixations；Next day removes post-cast strip concrete side after the completion of band concrete placings
Plate and post-cast strip concrete side stopend fixture, are reused after cleaning out.
The utility model structure as, including：Post-cast strip concrete sideform fixture and concrete layer.It is described
Post-cast strip concrete sideform fixture includes montant and cross bar, and the cross bar two ends are welded with montant, the coagulation
Soil layer is embedded with reinforcing bar, and the concrete layer side is movably installed with post-cast strip concrete sideform, the montant and post-cast strip
Concrete sideform side is snapped connection, and the post-cast strip concrete sideform bottom is provided with rectangle steel bar groove, and the reinforcing bar leads to
Rectangle steel bar groove is crossed to be flexibly connected with post-cast strip concrete sideform.
It is preferred that, the post-cast strip concrete sideform be 1830mm × 915mm × 15mm common red template, it is described after
Pour thickness plus 50mm highly for concrete layer with concrete sideform.
It is preferred that, diameter wide 10mm of the groove width than reinforcing bar of the rectangle steel bar groove, and its position and the position phase of reinforcing bar
Correspondence.
It is preferred that, the montant and cross bar are a diameter of 20mm round steel, and the height of the montant is post-cast strip concrete
The height of side template adds 50mm, and the constant spacing of the post-cast strip concrete sideform fixture is 500mm.
It is preferred that, two post-cast strip concrete sideform is located on the outside of montant, and it fits with the side of montant.
Compared with prior art, the beneficial effects of the utility model are：The post-cast strip concrete side plugging construction method,
By being provided with steel bar groove in closure post-cast strip concrete sideform, its size can be accurately positioned to reach preferable shaping
Effect, and closure post-cast strip concrete sideform once puts into and is used for multiple times, and is cleaned out after the completion of removing every time, it is repeatable to make
With fixing post-cast strip by making post-cast strip concrete sideform fixture that the making material of simple, convenient material drawing makes
Concrete sideform, has both saved installation cost, while can reach its effect being fixedly secured needed again, the utility model is not
Only simple and quick, sizing is accurate, be fixed conveniently, and removes convenient and swift, and concrete formation quality is good, is adapted to general
All over popularization.
Brief description of the drawings
Fig. 1 is the utility model sectional view；
Fig. 2 is the utility model partial section；
In figure：1 post-cast strip concrete sideform, 11 rectangular recess, 2 reinforcing bars, 3 post-cast strip concrete sideform fixtures,
31 montants, 32 cross bars, 4 concrete layers.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：A kind of post-cast strip concrete side plugging construction side
Method, including：Post-cast strip concrete sideform fixture 3 and concrete layer 4.The post-cast strip concrete sideform fixture 3
Constant spacing is 500mm, and the post-cast strip concrete sideform fixture 3 includes montant 31 and cross bar 32,32 liang of the cross bar
End is welded with montant 31, and the montant 31 and cross bar 32 are a diameter of 20mm round steel, makes raw material drawing conveniently, fixed
Convenient, the concrete layer 4 is embedded with reinforcing bar 2, and the side of concrete layer 4 is movably installed with two post-cast strip concrete sides
Plate 1, the post-cast strip concrete sideform 1 is the common red templates of 1830mm × 915mm × 15mm, and length can divide as needed
Section makes, and the height of post-cast strip concrete sideform 1 adds 50mm for the thickness of concrete layer 4, reserves the thickness of protective layer,
For removed after the completion of operation post-cast strip concrete sideform 1 provide facility, two montant 31 respectively with two post-cast strip concrete
The side of side template 1 is snapped connection, and two post-cast strip concrete sideforms 1 are located at the outside of montant 31, and it is pasted with the side of montant 31
Close, for supporting post-cast strip concrete sideform 1, prevent that it from internally toppling over, the height of the montant 31 is post-cast strip coagulation
The height of native side template 1 adds 50mm, and the bottom of post-cast strip concrete sideform 1 is provided with rectangle steel bar groove 11, post-cast strip coagulation
Slotted on native side template 1 according to the spacing of structure reinforcing bars 2, diameter wide 10mm of the groove width than reinforcing bar 2 of the rectangle steel bar groove 11,
And its position is corresponding with the position of reinforcing bar 2 so that post-cast strip concrete sideform 1 is when placing, its energy of rectangle steel bar groove 11
The position that reinforcing bar 2 passes through enough is reserved, the reinforcing bar 2 is connected by rectangle steel bar groove 11 and the activity of post-cast strip concrete sideform 1
Connect.
Operation principle and use step：After the completion of the reinforcing bar colligation of floor beam slab post-cast strip, post-cast strip is set at post-cast strip
Concrete sideform 1 is used for closure to concrete layer 4, allows rectangle steel bar groove 11 of the reinforcing bar 2 from post-cast strip concrete sideform 1
In pass through, after the completion of two post-cast strip concrete sideforms 1 are placed, by post-cast strip concrete sideform fixture 3
Two spacing are the fixation of 500mm montants 31, remove post-cast strip concrete sideform 1 with next day after the completion of concrete placings and are poured with after
Band concrete sideform fixture 3, reuses after cleaning out, installation cost has both been saved, while can reach its needs again
Fixed effect, the utility model is not only simple and quick, sizing is accurate, be fixed conveniently, and removes convenient and swift,
Concrete formation quality is good, is adapted to popularity.
Certainly, it is above concrete application example of the present utility model, the utility model also has other embodiments, all
Using equivalent or the technical scheme of equivalent transformation formation, all fall within the protection domain required by the utility model.
Claims (5)
1. a kind of post-cast strip concrete side plugging structure, including：Post-cast strip concrete sideform fixture（3）And concrete layer
（4）；It is characterized in that：The post-cast strip concrete sideform fixture（3）Including montant（31）And cross bar（32）, the cross bar
（32）Two ends are welded with montant（31）, the concrete layer（4）It is embedded with reinforcing bar（2）, the concrete layer（4）Side activity
Post-cast strip concrete sideform is installed（1）, the montant（31）Respectively with post-cast strip concrete sideform（1）Side buckle connects
Connect, the post-cast strip concrete sideform（1）Bottom is provided with rectangle steel bar groove（11）, the reinforcing bar（2）Pass through rectangle steel bar groove
（11）With post-cast strip concrete sideform（1）It is flexibly connected.
2. concrete side plugging structure in post-cast strip according to claim 1, it is characterised in that：The post-cast strip concrete
Side template（1）For 1830mm × 915mm × 15mm common red template, the post-cast strip concrete sideform（1）Highly it is mixed
Solidifying soil layer（4）Thickness add 50mm.
3. concrete side plugging structure in post-cast strip according to claim 1, it is characterised in that：The rectangle steel bar groove
（11）Groove width compare reinforcing bar（2）The wide 10mm of diameter, and its position and reinforcing bar（2）Position it is corresponding.
4. concrete side plugging structure in post-cast strip according to claim 1, it is characterised in that：The montant（31）And horizontal stroke
Bar（32）It is a diameter of 20mm round steel, the montant（31）Height be post-cast strip concrete sideform（1）Height add
50mm, the post-cast strip concrete sideform fixture（3）Constant spacing be 500mm.
5. concrete side plugging structure in post-cast strip according to claim 1, it is characterised in that：The post-cast strip concrete
Side template（1）Positioned at montant（31）Outside, and itself and montant（31）Side laminating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621409829.8U CN206319592U (en) | 2016-12-21 | 2016-12-21 | A kind of post-cast strip concrete side plugging structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621409829.8U CN206319592U (en) | 2016-12-21 | 2016-12-21 | A kind of post-cast strip concrete side plugging structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206319592U true CN206319592U (en) | 2017-07-11 |
Family
ID=59259379
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621409829.8U Expired - Fee Related CN206319592U (en) | 2016-12-21 | 2016-12-21 | A kind of post-cast strip concrete side plugging structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206319592U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760499A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of post-cast strip concrete side method for blocking and its structure |
| CN109057323A (en) * | 2018-09-04 | 2018-12-21 | 广东蕉岭建筑工程集团有限公司 | Post-cast strip closing-in mould component and post-cast strip closing method |
| CN109457956A (en) * | 2018-12-05 | 2019-03-12 | 深圳市天健坪山建设工程有限公司 | A kind of die-filling method and structure of the construction of deformation joint |
-
2016
- 2016-12-21 CN CN201621409829.8U patent/CN206319592U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760499A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of post-cast strip concrete side method for blocking and its structure |
| CN109057323A (en) * | 2018-09-04 | 2018-12-21 | 广东蕉岭建筑工程集团有限公司 | Post-cast strip closing-in mould component and post-cast strip closing method |
| CN109457956A (en) * | 2018-12-05 | 2019-03-12 | 深圳市天健坪山建设工程有限公司 | A kind of die-filling method and structure of the construction of deformation joint |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170711 Termination date: 20201221 |
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| CF01 | Termination of patent right due to non-payment of annual fee |