CN209099582U - Reduce the precast slab partition wall system of hollowing rate - Google Patents
Reduce the precast slab partition wall system of hollowing rate Download PDFInfo
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- CN209099582U CN209099582U CN201821416719.3U CN201821416719U CN209099582U CN 209099582 U CN209099582 U CN 209099582U CN 201821416719 U CN201821416719 U CN 201821416719U CN 209099582 U CN209099582 U CN 209099582U
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- partition wall
- precast slab
- slab partition
- back side
- concrete layer
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- 238000005192 partition Methods 0.000 title claims abstract description 142
- 239000004567 concrete Substances 0.000 claims abstract description 90
- 229910001335 Galvanized steel Inorganic materials 0.000 claims abstract description 23
- 239000008397 galvanized steel Substances 0.000 claims abstract description 23
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 62
- 229910052742 iron Inorganic materials 0.000 claims description 31
- 238000009416 shuttering Methods 0.000 claims description 25
- 239000004568 cement Substances 0.000 claims description 17
- 239000004576 sand Substances 0.000 claims description 15
- 238000010276 construction Methods 0.000 abstract description 15
- 239000000463 material Substances 0.000 abstract description 12
- 238000000034 method Methods 0.000 abstract description 8
- 239000010410 layer Substances 0.000 description 65
- 238000012423 maintenance Methods 0.000 description 7
- 238000005246 galvanizing Methods 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 239000004575 stone Substances 0.000 description 5
- 239000011083 cement mortar Substances 0.000 description 4
- 238000007596 consolidation process Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000012545 processing Methods 0.000 description 4
- 239000000919 ceramic Substances 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000011178 precast concrete Substances 0.000 description 3
- 238000003825 pressing Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 238000007747 plating Methods 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000010025 steaming Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011112 process operation Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
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Abstract
The utility model provides a kind of precast slab partition wall system for reducing hollowing rate, the utility model can first make unit module skeleton on the ground, the galvanized steel mesh sheet in the space that the outside frame is surrounded covers zinc-plated mesh sheet again, then the back side concrete layer being respectively formed in the space that the outside frame of the back side for being covered in the galvanized steel mesh sheet is surrounded, the front concrete layer in space surrounded with the outside frame for the face side for being covered in each intermediate skeleton, wall in each piece of precast slab partition wall module is installed.In the muti-piece precast slab partition wall module that ground completes respectively, the diversity of process and work post is greatly reduced, the time cost and material cost of construction is reduced, significantly reduces hollowing rate.
Description
Technical field
The utility model relates to a kind of precast slab partition wall systems for reducing hollowing rate
Background technique
It is increasingly heavier for the hollowing rate of ceramic tile or stone material for wall decoration material in toilet decorations now
Depending on.Conventional sanitation division wall way is steel skeleton base covering cement plate linked network batch ash again, caused by various work post superposition constructions
The deformation of error amount and material itself, so that the ceramic tile or stone wall surface of surface layer easily exist during the later period checks and accepts delivery
A large amount of hollowing causes the maintenance rate at scene to greatly increase.
Utility model content
The purpose of this utility model is to provide a kind of precast slab partition wall systems for reducing hollowing rate, pass through ground
Partition wall concrete slab is made, so that partition wall has good flatness and integrality, then wall is installed on the whole, is able to solve existing
Hygienic division wall there are the deformation of error amount and material itself, cause ceramic tile or stone wall surface there are a large amount of hollowing,
The problem of causing the maintenance rate at scene to greatly increase.
To solve the above problems, the utility model provides a kind of precast slab partition wall system for reducing hollowing rate, packet
It includes: the muti-piece precast slab partition wall module that is completed respectively in ground, band iron and leading wall, wherein
Every piece of precast slab partition wall module includes: unit module skeleton, and the unit module skeleton includes outer rim
Frame and the intermediate skeleton being laterally arranged by preset interval being connected in the space that the outside frame is surrounded；It is covered in described
The front of galvanized steel mesh sheet in the space that outside frame is surrounded, the galvanized steel mesh sheet covers and is connected to each intermedium
The back side of frame；The back side concrete being covered in the space that the outside frame of the back side of the galvanized steel mesh sheet is surrounded
Layer；The front concrete layer being covered in the space that the outside frame of the face side of each intermediate skeleton is surrounded；
Two pieces of adjacent precast slab partition wall modules are connected by the band iron, and the band iron is connected to adjacent two
On the outside frame of block precast slab partition wall module；
The wall of leading is set to ground, and the lower mouth of every piece of precast slab partition wall module is connect with the wall of leading, and every piece
Suitable for reading being connect with structure floor of precast slab partition wall module；
Two pieces of adjacent precast slab partition wall modules are connected by band iron, wherein the band iron is connected to phase
On the outside frame of two pieces of adjacent precast slab partition wall modules.
Further, in above system, the front of the outside frame is provided with front timber shuttering lath, the front
The surface of concrete layer is flushed with the surface of the front timber shuttering lath.
Further, in above system, the front concrete layer of two pieces of adjacent precast slab partition wall modules
Edge joint position is connected with the first wire netting, and the first iron wire net surface is covered with the first cement sand bed, first cement bonded sand
The surface of pulp layer is flushed with the surface of the front concrete layer of two sides.
Further, in above system, the back side of the outside frame is provided with back side timber shuttering lath, the back side
The surface of concrete layer is flushed with the surface of the back side timber shuttering lath.
Further, in above system, the width of the outside frame is less than or equal to 500mm, the outside frame
Height is less than or equal to 2400mm, and the default spacing between the intermediate skeleton is less than or equal to 600mm.
Further, in above system, described lead is provided with built-in fitting within the walls, every piece of precast slab partition wall module
Lower mouth connect with by the built-in fitting with the wall of leading.
Further, in above system, every piece of the suitable for reading of precast slab partition wall module is gone back between structure floor
It is connected with bearing diagonal.
Further, in above system, the front concrete layer of the precast slab partition wall module and the back side are mixed
Solidifying soil layer is connected with the second wire netting with the edge joint position for leading wall respectively, and the second iron wire net surface is covered with the second cement
Screed, the surface of second cement sand bed are flushed with the surface of the front concrete layer of two sides or back side concrete layer.
Further, in above system, when the structure floor is L-type beam body, angle is provided in the L-type beam body
Suitable for reading be welded to connect by the angle bar of square tube and the L-type beam body of iron, every piece of precast slab partition wall module is fixed.
Compared with prior art, the utility model can first make unit module skeleton on the ground, then described outer
Galvanized steel mesh sheet in the space that frame is surrounded covers zinc-plated mesh sheet, and C25 microlith mixed mud is then poured pressing, respectively
The back side concrete layer in space that the outside frame for the back side that formation is covered in the galvanized steel mesh sheet is surrounded, and
The front concrete layer being covered in the space that the outside frame of the face side of each intermediate skeleton is surrounded, conserves 7 days
Afterwards, wall in each piece of precast slab partition wall module is installed.In the muti-piece precast slab that ground completes respectively every
Wall module greatly reduces the diversity of process and work post, reduces the time cost and material cost of construction, be effectively reduced
Hollowing rate.
Detailed description of the invention
Fig. 1 is the sectional view of the precast slab partition wall system of the reduction hollowing rate of an embodiment of the present invention；
Fig. 2 is the elevation of the precast slab partition wall system of the reduction hollowing rate of an embodiment of the present invention；
Fig. 3 is the upper and lower opening of the precast slab partition wall system of the reduction hollowing rate of an embodiment of the present invention
Fixed form schematic diagram.
Specific embodiment
To keep the above objects, features, and advantages of the utility model more obvious and easy to understand, with reference to the accompanying drawing and have
Body embodiment is described in further detail the utility model.
As shown in Figures 1 to 3, the utility model provides a kind of precast slab partition wall system for reducing hollowing rate, comprising:
The muti-piece precast slab partition wall module that is completed respectively in ground, band iron 1 and lead wall 2, wherein
Every piece of precast slab partition wall module includes: unit module skeleton, and the unit module skeleton includes outer rim
Frame 3 and the intermediate skeleton 4 being laterally arranged by preset interval being connected in the space that the outside frame is surrounded；It is covered in institute
The galvanized steel mesh sheet 5 in the space that outside frame 3 is surrounded is stated, the front of the galvanized steel mesh sheet 5 covers and is connected to each
The back side of intermediate skeleton 4；It is covered in the space that the outside frame 3 of the back side of the galvanized steel mesh sheet 5 is surrounded
Back side concrete layer 6；It is covered in the front in the space that the outside frame 3 of the face side of each intermediate skeleton 4 is surrounded
Concrete layer 7；
Two pieces of adjacent precast slab partition wall modules are connected by the band iron 1, and the band iron 1 is connected to adjacent
On the outside frame 3 of two pieces of precast slab partition wall modules；
The wall 2 of leading is set to ground, and the lower mouth of every piece of precast slab partition wall module is connect with the wall 2 of leading, often
The suitable for reading and structure floor 8 of block precast slab partition wall module is connect.
Here, the hot galvanizing of 40mm*20mm*2mm can be used in the outer rim of every group of unit module skeleton of the utility model
Fang Tong, intermediate skeleton use section logical for the hot galvanizing side of 20mm*20mm*2mm, and the back side that galvanized steel mesh sheet is covered is covered with
The galvanized steel mesh sheet of 50mm*50mm*3mm, last one-piece casting prefabricated board, forming every group of unit module is solid, greatly
Reduce hollow and mesh plaster the non-uniform situation of the steel skeleton in traditional handicraft.
The back side between two pieces of adjacent precast slab partition wall modules can be welded with 3mm thickness hot galvanizing band iron straight joint.
It is subsequent on the front concrete layer can tiling or stone material.The precast slab partition wall of the reduction hollowing rate of the utility model
System can be applied to hygienic division wall.
The utility model can first make unit module skeleton, then the sky surrounded in the outside frame on the ground
Interior galvanized steel mesh sheet covers zinc-plated mesh sheet, and C25 microlith mixed mud is then poured pressing, is respectively formed and is covered in the plating
The back side concrete layer in space that the outside frame of the back side of zinc steel mesh piece is surrounded, and it is covered in each intermedium
The front concrete layer in space that the outside frame of the face side of frame is surrounded, after maintenance 7 days, by each piece of concrete
Wall is installed in native plate partition wall module.In the muti-piece precast slab partition wall module that ground completes respectively, greatly reduce
The diversity of process and work post reduces the time cost and material cost of construction, significantly reduces hollowing rate.
Wherein, the precast slab partition wall module poured at least conserves 7 days.It therefore can be in every piece of precast slab
Marked with date in partition wall module, to check and accept.During precast slab partition wall module conserves, emphasis is answered to reinforce the wet of concrete
Degree and temperature control, (between the reserved 2-3 room in scene is conserved as prefabricated board, and aeration-drying is kept, suspension thermometer, and
Control room temperature and be not higher than 40 degrees Celsius), reduce the exposure duration of surface concrete to the greatest extent, in time to front concrete layer and
The exposure of back side concrete layer is closely covered and (tarpaulin, plastic cloth etc. can be used to be covered), prevents surface moisture from steaming
Hair.Before the initial set of the exposure of front concrete layer and back side concrete layer, covering should be rolled, at least with trowel rubbing and pressure exposure
It two times, is covered again after being allowed to smooth, at this time it should be noted that covering not contact exposure directly, until concrete layer and the back side
Until concrete layer final set.Maintenance, which expires after examination passes through, can go up wall.
The precast slab partition wall system of the reduction hollowing rate of the utility model, each piece of precast slab partition wall module
Maintenance is completed the production on ground, then installs wall, original facade multi-process operation is converted into ground monoblock type operation, is passed through
Ground monoblock type operation improves the globality of formed partition wall, greatly so that partition wall has good flatness and integrality
The deformation of the error amount and material itself of various processes superposition is reduced, flatness and integrality, which play, reduces hollowing rate
Effect.
In one embodiment of precast slab partition wall system of the reduction hollowing rate of the utility model, the outside frame 3
Front be provided with front timber shuttering lath 9, the table on the surface of the front concrete layer 7 and the front timber shuttering lath 9
Face flushes.
Here, when pouring front concrete layer, surrounding uses front timber shuttering lath formwork, if section is 9mm
(height) * 100mm (width) timber shuttering lath, after the forming of front concrete layer, then by the front timber shuttering lath demoulding, so as to
Advance reservation goes out the distance connected among two pieces of adjacent precast slab partition wall modules and forms piece, subsequent to use again
Linked network batch is grey again after dabbing, to reach the flatness of two pieces of adjacent precast slab partition wall module entirety.
In one embodiment of precast slab partition wall system of the reduction hollowing rate of the utility model, adjacent two pieces prefabricated
The edge joint position of the front concrete layer 7 of concrete board partition wall module is connected with the first wire netting 11, the first iron wire net surface
It is covered with the first cement sand bed 12, the surface of the front concrete layer on the surface and two sides of first cement sand bed is neat
It is flat.
Here, two pieces of adjacent precast slab partition wall modules are after the installation is completed, it need to be to two pieces of adjacent concretes
The stitching portion gap of native plate partition wall module carries out consolidation process.It can be to two pieces of adjacent precast slab partition wall module edge joint positions
After carrying out dabbing processing, 20*20*1 wire netting is carried additionally, then gap is filled and led up using the plastering of 1:2.5 cement mortar.
In one embodiment of precast slab partition wall system of the reduction hollowing rate of the utility model, the outside frame
The back side is provided with back side timber shuttering lath, and the surface of the back side concrete layer and the surface of the back side timber shuttering lath are neat
It is flat.
Here, overleaf concrete layer when, surrounding use back side timber shuttering lath formwork, for example section be 5mm
The back side timber shuttering lath of (height) * 100mm (width) after the back side concrete layer forming, then will be taken off using back side plank template
After film, can advance reservation go out the distance connected among adjacent two pieces of precast slab partition walls modules, with facilitate it is subsequent will be flat
Iron is connected on the outside frame of two pieces of adjacent precast slab partition wall modules.
In one embodiment of precast slab partition wall system of the reduction hollowing rate of the utility model, the outside frame
Width is less than or equal to 500mm, and the height of the outside frame is less than or equal to 2400mm, described default between the intermediate skeleton
Spacing is less than or equal to 600mm, to guarantee the intensity of unit module skeleton.
In one embodiment of precast slab partition wall system of the reduction hollowing rate of the utility model, described lead is arranged within the walls
There is built-in fitting, the lower mouth of every piece of precast slab partition wall module is connect with by the built-in fitting with the wall of leading.
Here, the lower mouth of every piece of precast slab partition wall module can be fully welded with the built-in fitting both sides for leading within the walls it is fixed, clear
Clean welding slag and brush antirust paint.
In one embodiment of precast slab partition wall system of the reduction hollowing rate of the utility model, every block of precast concrete
The suitable for reading of plate partition wall module is also connected with bearing diagonal between structure floor.
Here, suitable for reading being connect with structure floor of precast slab partition wall module, and reinforced using bearing diagonal.
In one embodiment of precast slab partition wall system of the reduction hollowing rate of the utility model, the precast concrete
The front concrete layer and back side concrete layer of plate partition wall module are connected with the second wire netting with the edge joint position for leading wall respectively,
The second iron wire net surface is covered with the second cement sand bed, and the surface of second cement sand bed and the front of two sides are mixed
The surface of solidifying soil layer or back side concrete layer flushes.
Here, two pieces of adjacent precast slab partition wall modules are after the installation is completed, it need to be to precast slab partition wall mould
The front concrete layer and back side concrete layer of block carry out consolidation process with the stitching portion gap for leading wall respectively.It can be to adjacent
Two pieces of precast slab partition wall module edge joint positions carry out dabbing processing after, carry additionally 20*20*1 wire netting, then use 1:
Gap is filled and led up in the plastering of 2.5 cement mortar.
In one embodiment of precast slab partition wall system of the reduction hollowing rate of the utility model, when the structure floor
When for L-type beam body, be provided with angle bar in the L-type beam body, every piece of precast slab partition wall module it is suitable for reading by square tube with
The angle bar of the L-type beam body, which is welded to connect, to be fixed.
Here, the upper end of every piece of precast slab partition wall module and the structure floor of top surface connect, using bearing diagonal plus
Gu meet " L " type beam body, it is welded and fixed using the 50mm*50mm angle bar of square tube and the structure floor of top surface.
As shown in Figures 1 to 3, the utility model also provides a kind of applying for precast slab partition wall system for reducing hollowing rate
Work method, comprising:
Step S1 completes muti-piece precast slab partition wall module respectively in ground；
Step S2, on ground, wall 2 is led in setting；
The lower mouth of every piece of precast slab partition wall module is connect by step S3 with the wall 2 of leading, and prefabricated mixed by every piece
The suitable for reading and structure floor 8 of concrete board partition wall module is connect；
Step S4 connects two pieces of adjacent precast slab partition wall modules by band iron 1.
Here, the back side between two pieces of adjacent precast slab partition wall modules can use 3mm thickness hot galvanizing band iron straight joint
Welding.It is subsequent on the front concrete layer can tiling or stone material.The precast concrete of the reduction hollowing rate of the utility model
Plate partition wall system can be applied to hygienic division wall.
The utility model can first make muti-piece precast slab partition wall module on the ground, ensure that every piece it is prefabricated
The globality of concrete board partition wall module greatly reduces the diversity of process and work post, reduce construction time cost and
Material cost significantly reduces hollowing rate.
Wherein, the precast slab partition wall module poured at least conserves 7 days.It therefore can be in every piece of precast slab
Marked with date in partition wall module, to check and accept.During precast slab partition wall module conserves, emphasis is answered to reinforce the wet of concrete
Degree and temperature control, (between the reserved 2-3 room in scene is conserved as prefabricated board, and aeration-drying is kept, suspension thermometer, and
Control room temperature and be not higher than 40 degrees Celsius), reduce the exposure duration of surface concrete to the greatest extent, in time to front concrete layer and
The exposure of back side concrete layer is closely covered and (tarpaulin, plastic cloth etc. can be used to be covered), prevents surface moisture from steaming
Hair.Before the initial set of the exposure of front concrete layer and back side concrete layer, covering should be rolled, at least with trowel rubbing and pressure exposure
It two times, is covered again after being allowed to smooth, at this time it should be noted that covering not contact exposure directly, until concrete layer and the back side
Until concrete layer final set.Maintenance, which expires after examination passes through, can go up wall.
In one embodiment of construction method of the precast slab partition wall system of the reduction hollowing rate of the utility model, step
S1 completes muti-piece precast slab partition wall module respectively in ground, comprising:
Production unit module framework, wherein include: production 3 frame of outer rim, in the space that the outside frame 3 is surrounded
Interior presses skeleton 4 among preset interval lateral connection；
Galvanized steel mesh sheet 5 is covered in the space that the outside frame 3 is surrounded, wherein by the galvanized steel mesh sheet 5
Front covers and is connected to the back side of each intermediate skeleton 4；
Back side concrete is covered in the space that the outside frame 1 of the back side of the galvanized steel mesh sheet 5 is surrounded
Layer 6；
Front concrete layer is covered in the space that the outside frame 3 of the face side of each intermediate skeleton 4 is surrounded
7；
Step S4 passes through two pieces of adjacent precast slab partition wall modules in the connection of band iron 1,
The band iron 1 is connected on the outside frame 3 of two pieces of adjacent precast slab partition wall modules.
Here, the hot galvanizing of 40mm*20mm*2mm can be used in the outer rim of every group of unit module skeleton of the utility model
Fang Tong, intermediate skeleton use section logical for the hot galvanizing side of 20mm*20mm*2mm, and the back side that galvanized steel mesh sheet is covered is covered with
The galvanized steel mesh sheet of 50mm*50mm*3mm, last one-piece casting prefabricated board, forming every group of unit module is solid, greatly
Reduce hollow and mesh plaster the non-uniform situation of the steel skeleton in traditional handicraft.
The utility model can first make unit module skeleton, then the sky surrounded in the outside frame on the ground
Interior galvanized steel mesh sheet covers zinc-plated mesh sheet, and C25 microlith mixed mud is then poured pressing, is respectively formed and is covered in the plating
The outside frame of the back side of zinc steel mesh piece is surrounded the back side concrete layer in space and it is covered in each intermedium
The front concrete layer in space that the outside frame of the face side of frame is surrounded, after maintenance 7 days, by each piece of concrete
Wall is installed in native plate partition wall module.In the muti-piece precast slab partition wall module that ground completes respectively, greatly reduce
The diversity of process and work post reduces the time cost and material cost of construction, significantly reduces hollowing rate.
In one embodiment of construction method of the precast slab partition wall system of the reduction hollowing rate of the utility model, production
After the frame of outside, further includes:
In the front setting front timber shuttering lath 9 of the outside frame；
Front concrete layer is covered in the space that the outside frame 1 of the face side of each intermediate skeleton 4 is surrounded
In,
The surface of the front concrete layer 7 is poured to build up and is flushed with the surface of the front timber shuttering lath 9.
Here, when pouring front concrete layer, surrounding uses front timber shuttering lath formwork, if section is 9mm
(height) * 100mm (width) timber shuttering lath, after the forming of front concrete layer, then by the front timber shuttering lath demoulding, so as to
Advance reservation goes out the distance connected among two pieces of adjacent precast slab partition wall modules and forms piece, subsequent to use again
Linked network batch is grey again after dabbing, to reach the flatness of two pieces of adjacent precast slab partition wall module entirety.
In one embodiment of construction method of the precast slab partition wall system of the reduction hollowing rate of the utility model, by phase
After two pieces of adjacent precast slab partition wall modules are connected by band iron, further includes:
The first wire netting is connected in the edge joint position of the front concrete layer 7 of two pieces of adjacent precast slab partition wall modules
11；
The first cement sand bed 12 is covered in the first iron wire net surface 11, wherein by first cement sand bed
It pours to build up and be flushed with the surface of the front concrete layer 7 of two sides in 12 surface.
Here, two pieces of adjacent precast slab partition wall modules are after the installation is completed, it need to be to two pieces of adjacent concretes
The stitching portion gap of native plate partition wall module carries out consolidation process.It can be to two pieces of adjacent precast slab partition wall module edge joint positions
After carrying out dabbing processing, 20*20*1 wire netting is carried additionally, then gap is filled and led up using the plastering of 1:2.5 cement mortar.
In one embodiment of construction method of the precast slab partition wall system of the reduction hollowing rate of the utility model, production
After the frame of outside, further includes:
At the back side of the outside frame 3, back side timber shuttering lath 10 is set；
Back side concrete is covered in the space that the outside frame 1 of the back side of the galvanized steel mesh sheet 5 is surrounded
Layer 6,
The surface of the back side concrete layer 6 is poured to build up and is flushed with the surface strip of the back side plank template 10.
Here, overleaf concrete layer when, surrounding use back side timber shuttering lath formwork, for example section be 5mm
The back side timber shuttering lath of (height) * 100mm (width) after the back side concrete layer forming, then will be taken off using back side plank template
After film, can advance reservation go out the distance connected among adjacent two pieces of precast slab partition walls modules, with facilitate it is subsequent will be flat
Iron is connected on the outside frame of two pieces of adjacent precast slab partition wall modules.
In one embodiment of construction method of the precast slab partition wall system of the reduction hollowing rate of the utility model, production
Outside frame, in the space that the outside frame is surrounded by skeleton among preset interval lateral connection,
The width that the outside frame 3 is arranged is less than or equal to 500mm, and the height that the outside frame 3 is arranged is less than or equal to
2400mm, the default spacing being arranged between the intermediate skeleton 4 is less than or equal to 600mm, to guarantee unit module skeleton
Intensity.
In one embodiment of construction method of the precast slab partition wall system of the reduction hollowing rate of the utility model, on ground
Face setting is led after wall, further includes:
In described lead in wall 2, built-in fitting is set；
The lower mouth of every piece of precast slab partition wall module is connect with the wall of leading, comprising:
The lower mouth of every piece of precast slab partition wall module is connect with by the built-in fitting with the wall 2 of leading.
Here, the lower mouth of every piece of precast slab partition wall module can be fully welded with the built-in fitting both sides for leading within the walls it is fixed, clear
Clean welding slag and brush antirust paint.
It, will be every in one embodiment of construction method of the precast slab partition wall system of the reduction hollowing rate of the utility model
Block precast slab partition wall module it is suitable for reading connect with structure floor after, further includes:
Bearing diagonal is connected between structure floor in every piece of the suitable for reading of precast slab partition wall module.
Here, suitable for reading being connect with structure floor of precast slab partition wall module, and reinforced using bearing diagonal.
It, will be every in one embodiment of construction method of the precast slab partition wall system of the reduction hollowing rate of the utility model
The lower mouth of block precast slab partition wall module is led after wall connect with described, further includes:
Wall is led with described respectively in the front concrete layer and back side concrete layer of the precast slab partition wall module
Edge joint position connect the second wire netting；
The second cement sand bed is covered in the second iron wire net surface, wherein by the table of second cement sand bed
It pours to build up and be flushed with the surface of the front concrete layer of two sides or back side concrete layer in face.
Here, two pieces of adjacent precast slab partition wall modules are after the installation is completed, it need to be to precast slab partition wall mould
The front concrete layer and back side concrete layer of block carry out consolidation process with the stitching portion gap for leading wall respectively.It can be to adjacent
Two pieces of precast slab partition wall module edge joint positions carry out dabbing processing after, carry additionally 20*20*1 wire netting, then use 1:
Gap is filled and led up in the plastering of 2.5 cement mortar.
It, will be every in one embodiment of construction method of the precast slab partition wall system of the reduction hollowing rate of the utility model
The suitable for reading of block precast slab partition wall module connect with structure floor,
When the structure floor is L-type beam body, angle bar is set in the L-type beam body, by every piece of precast slab
Suitable for reading be welded to connect by the angle bar of square tube and the L-type beam body of partition wall module is fixed.
Here, the upper end of every piece of precast slab partition wall module and the structure floor of top surface connect, using bearing diagonal plus
Gu meet " L " type beam body, it is welded and fixed using the 50mm*50mm angle bar of square tube and the structure floor of top surface.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
Obviously, it is practical new without departing from this can to carry out various modification and variations to utility model by those skilled in the art
The spirit and scope of type.If in this way, these modifications and variations of the present invention belong to the utility model claims and its
Within the scope of equivalent technologies, then the utility model is also intended to including these modification and variations.
Claims (9)
1. a kind of precast slab partition wall system for reducing hollowing rate characterized by comprising complete respectively in ground
Muti-piece precast slab partition wall module, band iron and lead wall, wherein
Every piece of precast slab partition wall module includes: unit module skeleton, the unit module skeleton include outside frame and
The intermediate skeleton being laterally arranged by preset interval being connected in the space that the outside frame is surrounded；It is covered in the outside
The front of galvanized steel mesh sheet in the space that frame is surrounded, the galvanized steel mesh sheet covers and is connected to each intermediate skeleton
The back side；The back side concrete layer being covered in the space that the outside frame of the back side of the galvanized steel mesh sheet is surrounded；
The front concrete layer being covered in the space that the outside frame of the face side of each intermediate skeleton is surrounded；
Two pieces of adjacent precast slab partition wall modules are connected by the band iron, and it is pre- that the band iron is connected to adjacent two pieces
On the outside frame of concrete board partition wall module processed；
The wall of leading is set to ground, and the lower mouth of every piece of precast slab partition wall module is connect with the wall of leading, and every piece prefabricated
The suitable for reading of concrete board partition wall module connect with structure floor；
Two pieces of adjacent precast slab partition wall modules are connected by band iron, wherein be connected to the band iron adjacent
On the outside frame of two pieces of precast slab partition wall modules.
2. reducing the precast slab partition wall system of hollowing rate as described in claim 1, which is characterized in that the outer rim
The front of frame is provided with front timber shuttering lath, the surface on the surface of the front concrete layer and the front timber shuttering lath
It flushes.
3. reducing the precast slab partition wall system of hollowing rate as described in claim 1, which is characterized in that adjacent two pieces
The edge joint position of the front concrete layer of precast slab partition wall module is connected with the first wire netting, the first iron wire net surface
It is covered with the first cement sand bed, the surface of the front concrete layer on the surface and two sides of first cement sand bed flushes.
4. reducing the precast slab partition wall system of hollowing rate as described in claim 1, which is characterized in that the outer rim
The back side of frame is provided with back side timber shuttering lath, the surface on the surface of the back side concrete layer and the back side timber shuttering lath
It flushes.
5. reducing the precast slab partition wall system of hollowing rate as described in claim 1, which is characterized in that the outer rim
The width of frame is less than or equal to 500mm, and the height of the outside frame is less than or equal to 2400mm, described between the intermediate skeleton
Default spacing is less than or equal to 600mm.
6. reducing the precast slab partition wall system of hollowing rate as described in claim 1, which is characterized in that described to lead within the walls
It is provided with built-in fitting, the lower mouth of every piece of precast slab partition wall module is connect with by the built-in fitting with the wall of leading.
7. reducing the precast slab partition wall system of hollowing rate as described in claim 1, which is characterized in that every piece prefabricated mixed
The suitable for reading of concrete board partition wall module is also connected with bearing diagonal between structure floor.
8. reducing the precast slab partition wall system of hollowing rate as described in claim 1, which is characterized in that described prefabricated mixed
The front concrete layer and back side concrete layer of concrete board partition wall module are connected with the second iron with the edge joint position for leading wall respectively
Silk screen, the second iron wire net surface are covered with the second cement sand bed, the surface of second cement sand bed and two sides
The surface of front concrete layer or back side concrete layer flushes.
9. the precast slab partition wall system as claimed in any one of claims 1 to 8 for reducing hollowing rate, which is characterized in that
When the structure floor is L-type beam body, it is provided with angle bar in the L-type beam body, every piece of precast slab partition wall module
Suitable for reading be welded to connect by the angle bar of square tube and the L-type beam body is fixed.
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| CN201821416719.3U CN209099582U (en) | 2018-08-31 | 2018-08-31 | Reduce the precast slab partition wall system of hollowing rate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184051A (en) * | 2018-08-31 | 2019-01-11 | 上海市建筑装饰工程集团有限公司 | Reduce the precast slab partition wall system of hollowing rate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184051A (en) * | 2018-08-31 | 2019-01-11 | 上海市建筑装饰工程集团有限公司 | Reduce the precast slab partition wall system of hollowing rate |
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