CN206368532U - A kind of wall and the aluminum wood template splicing of beam slab junction are constructed - Google Patents
A kind of wall and the aluminum wood template splicing of beam slab junction are constructed Download PDFInfo
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- CN206368532U CN206368532U CN201621365201.2U CN201621365201U CN206368532U CN 206368532 U CN206368532 U CN 206368532U CN 201621365201 U CN201621365201 U CN 201621365201U CN 206368532 U CN206368532 U CN 206368532U
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Abstract
A kind of wall and the aluminum wood template splicing of beam slab junction are constructed, including aluminum alloy mould plate and plank sheathing, aluminum alloy mould plate includes wall aluminium lateral plate, plank sheathing includes plate sill die face plate, beam Zhou Mumo panels and flitch back cord, the top end face of the wall aluminium lateral plate of wallboard junction is fixedly connected with wall aluminium spreading side plate, the end of plate sill die face plate is stretched out plate flitch back cord and is overlapped on wall aluminium spreading side plate, the end face of plate sill die face plate and the medial surface of wall aluminium spreading side plate and the medial surface of wall aluminium lateral plate are concordant, the top end face of the wall aluminium lateral plate of wall beam junction is upwardly extended until beam bottom, the end of beam Zhou Mumo panels is stretched out balk side's back cord and is overlapped on wall aluminium lateral plate, anticreep space is reserved between the end face and wall of the beam Zhou Mumo panels.Aluminum alloy mould plate is used in combination the utility model with plank sheathing, improves the use space of aluminum alloy mould plate, it is ensured that the quality of CCP, reduces input cost.
Description
Technical field
The utility model belongs to form work engineering, more particularly to a kind of wall and the aluminum wood structure of transvers plate of beam slab stitching portion.
Background technology
In Super high-rise dwelling house building, the Forming Quality of elevator hoistways perpendicularity and stair is always quality in work progress
The emphasis of control.In form work engineering, it is usually all to use plank sheathing using aluminum alloy mould plate or all, is all closed using aluminium
Though golden template quality can be controlled, one time Meteorological is big；And all use plank sheathing, then key position construction quality
Control difficulty big.
To ensure that construction quality obtains good control, with reference to the advantage of aluminum alloy mould plate, elevator, building that can be in building
Between ladder and part room can use aluminum alloy mould plate, then use plank sheathing at remaining position of building, therefore occur in that many
Aluminum alloy mould plate and plank sheathing connect position, and the quality control at this position is that aluminum alloy mould plate and plank sheathing are combined quality
The key point of control.
Utility model content
The purpose of this utility model is to provide the aluminum wood template and its construction method of a kind of wall and beam slab junction, to solve
The problem of disposable Meteorological that existing pure aluminum alloy template is present is big, the key position that also solve pure plank sheathing presence is applied
The big technical problem of work quality control difficulty.
To achieve the above object, the utility model is adopted the following technical scheme that：
A kind of wall and the aluminum wood template splicing of beam slab junction are constructed, including the aluminum alloy mould plate and wooden model being stitched together
Plate, the aluminum alloy mould plate includes wall aluminium lateral plate, and the plank sheathing includes plate sill die face plate, beam Zhou Mumo panels and the flitch back of the body
It is stupefied,
The top end face of the wall aluminium lateral plate of wallboard junction is fixedly connected with wall aluminium spreading side plate, the plate sill die face plate
The back side is fixed with plate flitch back cord, and the end of the plate sill die face plate stretches out plate flitch back cord and is overlapped on wall aluminium spreading side plate
On, the end face and the medial surface of wall aluminium spreading side plate and the medial surface of wall aluminium lateral plate of the plate sill die face plate are concordant,
The top end face of the wall aluminium lateral plate of wall beam junction is upwardly extended until beam bottom, the back side of the beam Zhou Mumo panels is consolidated
Surely there is balk side's back cord, the end of beam Zhou Mumo panels is stretched out balk side's back cord and is overlapped on wall aluminium lateral plate, the beam Zhou Mu
Anticreep space is reserved between the end face and wall of die face plate.
Plate sill side back cord withstands on the side surface of wall aluminium spreading side plate.
The beam Zhou Mumo panels include beam side rail template and beam sill template, and balk side's back cord includes beam side rail side
Back cord and beam sill side back cord.
The end face tightening of beam side rail side back cord is in the side surface of the wall aluminium spreading side plate of wallboard junction.
The end face tightening of beam sill side back cord is in the side surface of the wall aluminium lateral plate of wall beam junction.
The utility model has the characteristics that and beneficial effect compared with prior art：
Aluminum alloy mould plate is used in combination the utility model with plank sheathing, has both added the use scope of aluminum alloy mould plate,
The quality of CCP is also ensure that, input cost is also reduced.
Plank sheathing panel in stitching portion directly can be overlapped on aluminum alloy mould plate in the utility model, seam without faulting of slab ends, into
Type quality is good, makes full use of the characteristic of material.Meanwhile, the limitation that aluminum alloy mould plate is used is overcome, aluminium alloy mould is improved
The use space of plate, is that the use of following non-standard layers aluminum alloy mould plate lays the foundation.
Brief description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is side elevation structural representation of the present utility model.
Fig. 2 is the structural representation of A-A sections in Fig. 1.
Fig. 3 is the structural representation of B-B sections in Fig. 1.
Fig. 4 is the structural representation of C-C sections in Fig. 1.
Reference：1- walls aluminium lateral plate, 2- plate sill die faces plate, 3- beam Zhou Mumo panels, 3.1- beam side rails template,
3.2- beam sills template, 4- wall aluminium spreadings side plate, 5- plate flitches back cord, 6- balk sides back cord, the 6.1- beams side rail side back of the body
Stupefied, 6.2- beams sill side back cord, 7- anticreeps space.
Embodiment
Embodiment is referring to shown in Fig. 1-4, and a kind of wall and the aluminum wood template splicing of beam slab junction are constructed, including are spliced one
The aluminum alloy mould plate and plank sheathing risen, the aluminum alloy mould plate includes wall aluminium lateral plate 1, and the plank sheathing includes plate sill die face plate
2nd, beam Zhou Mumo panels 3 and flitch back cord, it is characterised in that：
The top end face of the wall aluminium lateral plate 1 of wallboard junction is fixedly connected with wall aluminium spreading side plate 4, the plate sill die face plate
2 back side is fixed with plate flitch back cord 5, and the end of the plate sill die face plate 1, which stretches out plate flitch back cord 5 and is overlapped on wall aluminium, to be connect
On long side plate 4, the end face of the plate sill die face plate 1 and the medial surface of wall aluminium spreading side plate 4 and the medial surface of wall aluminium lateral plate 1
It is concordant,
The top end face of the wall aluminium lateral plate 1 of wall beam junction is upwardly extended until beam bottom, the back side of the beam Zhou Mumo panels 3
Balk side's back cord 6 is fixed with, the end of beam Zhou Mumo panels is stretched out balk side's back cord 6 and is overlapped on wall aluminium lateral plate 1, the beam
Anticreep space 7 is reserved between the end face and wall of the panels of Zhou Mumo 3.The width in the anticreep space 7 is 5-8mm.
Plate sill side back cord 5 withstands on the side surface of wall aluminium spreading side plate 4.
The beam Zhou Mumo panels 3 include beam side rail template 3.1 and beam sill template 3.2, and balk side's back cord 6 includes
Beam side rail side back cord 6.1 and beam sill side back cord 6.2.
The end face tightening of beam side rail side back cord 6.1 is in the side surface of the wall aluminium spreading side plate 4 of wallboard junction.
The end face tightening of beam sill side back cord 6.2 is in the side surface of the wall aluminium lateral plate 1 of wall beam junction.
The thickness of wooden model bottom panel and wooden model side panel is 15mm in the present embodiment, and the size of flitch back cord is
40x80mm。
Template processing and Installation Considerations in the present embodiment：
First, prepare before processing：Because the template thickness of producer's processing of in the market difference production plank sheathing is not near identical, therefore mould
The thickness of live actual purchase plank sheathing has been examined before plate processing, it is ensured that aluminum alloy pattern plate can be processed according to theoretical size.
2nd, because joint area typically only has 15mm control when aluminum alloy mould plate is processed, therefore the precision of processing must be protected
Card 100%, does not allow error occur, the sectional dimension of component when otherwise can influence to construct.
3rd, in-site installation is in joint area because the number of turnover of plank sheathing is at 5-8 times, therefore joint area is reaching template
New template must be changed after the number of turnover, it is ensured that the construction quality of joint area.
4th, the reinforcing of template is the key for ensureing joint quality control, due to the power produced in concreting process
It is very big, therefore prevent swollen mould from being the key point of quality control.
5th, because the connection of different materials certainly exists gap, therefore blocked, prevented with flexible material before concreting
Leak-stopping is starched.
6th, the support body stability of connecting portion is equally the key point of quality control, can be made in concreting process
Big displacement does not occur and faulting of slab ends phenomenon is produced.
Claims (5)
1. a kind of wall and the aluminum wood template splicing of beam slab junction are constructed, including the aluminum alloy mould plate and wooden model being stitched together
Plate, the aluminum alloy mould plate includes wall aluminium lateral plate（1）, the plank sheathing include plate sill die face plate（2）, beam Zhou Mumo panels
（3）With flitch back cord, it is characterised in that：
The wall aluminium lateral plate of wallboard junction（1）Top end face be fixedly connected with wall aluminium spreading side plate（4）, the plate sill die face plate
（2）The back side be fixed with plate flitch back cord（5）, the plate sill die face plate（1）End stretch out plate flitch back cord（5）And overlap
In wall aluminium spreading side plate（4）On, the plate sill die face plate（1）End face and wall aluminium spreading side plate（4）Medial surface and wall
Aluminium lateral plate（1）Medial surface it is concordant,
The wall aluminium lateral plate of wall beam junction（1）Top end face upwardly extend until beam bottom, the beam Zhou Mumo panels（3）The back side
It is fixed with balk side's back cord（6）, balk side's back cord is stretched out in the end of beam Zhou Mumo panels（6）And it is overlapped on wall aluminium lateral plate（1）On,
The beam Zhou Mumo（3）Anticreep space is reserved between the end face and wall of panel（7）.
2. wall according to claim 1 and the aluminum wood template splicing of beam slab junction are constructed, it is characterised in that：The plate bottom
Flitch back cord（5）Withstand on wall aluminium spreading side plate（4）Side surface.
3. wall according to claim 1 and the aluminum wood template splicing of beam slab junction are constructed, it is characterised in that：The beam week
Wooden model panel（3）Including beam side rail template（3.1）With beam sill template（3.2）, balk side's back cord（6）Including beam side rail side
Back cord（6.1）With beam sill side back cord（6.2）.
4. wall according to claim 3 and the aluminum wood template splicing of beam slab junction are constructed, it is characterised in that：The beam side
Flitch back cord（6.1）End face tightening in the wall aluminium spreading side plate of wallboard junction（4）Side surface.
5. wall according to claim 3 and the aluminum wood template splicing of beam slab junction are constructed, it is characterised in that：The beam bottom
Flitch back cord（6.2）End face tightening in the wall aluminium lateral plate of wall beam junction（1）Side surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621365201.2U CN206368532U (en) | 2016-12-13 | 2016-12-13 | A kind of wall and the aluminum wood template splicing of beam slab junction are constructed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621365201.2U CN206368532U (en) | 2016-12-13 | 2016-12-13 | A kind of wall and the aluminum wood template splicing of beam slab junction are constructed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206368532U true CN206368532U (en) | 2017-08-01 |
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ID=59392816
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621365201.2U Expired - Fee Related CN206368532U (en) | 2016-12-13 | 2016-12-13 | A kind of wall and the aluminum wood template splicing of beam slab junction are constructed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206368532U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110219461A (en) * | 2019-06-19 | 2019-09-10 | 银广厦集团有限公司 | A kind of inner cylinder aluminum alloy pattern plate and outline border plank sheathing gang form construction method |
| CN112523496A (en) * | 2020-12-09 | 2021-03-19 | 北京城建北方集团有限公司 | Template for improving utilization rate of aluminum alloy template on non-standard layer |
-
2016
- 2016-12-13 CN CN201621365201.2U patent/CN206368532U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110219461A (en) * | 2019-06-19 | 2019-09-10 | 银广厦集团有限公司 | A kind of inner cylinder aluminum alloy pattern plate and outline border plank sheathing gang form construction method |
| CN112523496A (en) * | 2020-12-09 | 2021-03-19 | 北京城建北方集团有限公司 | Template for improving utilization rate of aluminum alloy template on non-standard layer |
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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: 20170801 Termination date: 20211213 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |