CN110029772A - A kind of compound concrete wall cavity plate of the gypsum with flexible cladding and its manufacture mounting process - Google Patents
A kind of compound concrete wall cavity plate of the gypsum with flexible cladding and its manufacture mounting process Download PDFInfo
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- CN110029772A CN110029772A CN201810029549.1A CN201810029549A CN110029772A CN 110029772 A CN110029772 A CN 110029772A CN 201810029549 A CN201810029549 A CN 201810029549A CN 110029772 A CN110029772 A CN 110029772A
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- gypsum
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- wall
- plate
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- 229910052602 gypsum Inorganic materials 0.000 title claims abstract description 55
- 239000010440 gypsum Substances 0.000 title claims abstract description 55
- 239000004567 concrete Substances 0.000 title claims abstract description 54
- 238000000034 method Methods 0.000 title claims abstract description 38
- 150000001875 compounds Chemical class 0.000 title claims abstract description 24
- 238000005253 cladding Methods 0.000 title claims abstract description 19
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 16
- 238000009413 insulation Methods 0.000 claims abstract description 45
- 239000010410 layer Substances 0.000 claims abstract description 44
- 239000002131 composite material Substances 0.000 claims abstract description 24
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 18
- 239000002344 surface layer Substances 0.000 claims abstract description 18
- 239000011505 plaster Substances 0.000 claims abstract description 16
- 238000011065 in-situ storage Methods 0.000 claims abstract description 14
- 238000005336 cracking Methods 0.000 claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 239000002002 slurry Substances 0.000 claims description 12
- 238000009434 installation Methods 0.000 claims description 9
- 238000007789 sealing Methods 0.000 claims description 7
- 238000007596 consolidation process Methods 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 6
- 239000011440 grout Substances 0.000 claims description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 238000011022 operating instruction Methods 0.000 claims description 5
- 238000004513 sizing Methods 0.000 claims description 4
- 208000034189 Sclerosis Diseases 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 238000007790 scraping Methods 0.000 claims description 3
- 238000005056 compaction Methods 0.000 claims description 2
- 238000000926 separation method Methods 0.000 claims description 2
- 239000004575 stone Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 238000013461 design Methods 0.000 abstract description 6
- 230000000452 restraining effect Effects 0.000 abstract description 3
- 230000000712 assembly Effects 0.000 abstract description 2
- 238000000429 assembly Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 7
- 210000003205 muscle Anatomy 0.000 description 6
- 238000012827 research and development Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 3
- 241001282153 Scopelogadus mizolepis Species 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000012407 engineering method Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 230000002457 bidirectional effect Effects 0.000 description 1
- 238000010960 commercial process Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000006798 recombination Effects 0.000 description 1
- 238000005215 recombination Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/087—Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould
- B28B1/0873—Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould the mould being placed on vibrating or jolting supports, e.g. moulding tables
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
A kind of compound concrete wall cavity plate of the gypsum with flexible cladding, the wallboard by outside to inside successively are as follows: insulation board layer, the half dry gypsic horizon of flexible decorative surface layer, high-intensity anti-cracking screed, band whether there is or not the long link bar of cold bridge and without the short link bar of cold bridge；It is the outer eaves wall cavity plate of the factorial production, it is by components on-site assemblies such as outer plaster composite heat-insulation plate of the eaves side with flexible decorative surface layer, half dry half bore gypsum veneer of interior eaves side, window wall engaging portion cold-prevention bridge connectors, according to cast-in-situ reinforced concrete mould composed by the cavity plate of wall two sides, what is generated in pour concrete vibration compacting anti-squeezes swollen stress performance；The anti-crowded bulging deformation restraining force transmitting of cavity plate, the wall cavity plate mounting process design of configuration；Using the process flow of cast-in-situ reinforced concrete main structure as prefabricated component integrated mounting process；Adjustment wall cavity plate inner thermal insulating layer thickness and reinforced concrete chamber thickness, the wall can be applied in the various scale of construction residential housings in each latitude, have universality.
Description
Technical field
The present invention relates to a kind of compound concrete wall cavity plate of gypsum with flexible cladding and its manufacture mounting process, belong to house and build
Build mode of construction industrialization technology.
Background technique
Currently, the house building technology industrialization technology that each enterprise does, has certain progress, technology path than traditional handicraft
Substantially by reinforced concrete main structure precast block at concrete wall, beam, plate, column, terraced component, steam-cured consolidation and sclerosis, cast-in-site knot
Point, the big scale of construction house that this technique is built is weak compared with the reinforced concrete main structure anti-seismic performance of integral cast-in-situ, and component manufactures energy consumption
It is high.The gypsum surface layer composite concrete shear wall body cavity plate and cast-in-situ reinforced concrete main body of this housing industrialization Experimental Base first phase research and development
The configuration of structure process process, builds wall technique, remains the spy that cast-in-situ reinforced concrete main structure is generally robust, anti-seismic performance is good
Property, and house mode of construction industrialization is realized, but its outer eaves side gypsic horizon also needs Puttying, makees waterproof, swabbing, cause
The outer eaves decorative engineering of residential housing also needs artificial high-altitude handwork to complete, dirty difficulty weight heavy workload, and commercial processes are not thorough
Bottom.
This invention is the gypsum composite concrete shear wall body cavity plate base in the research and development of this housing industrialization Experimental Base first phase
It is improved on plinth, cavity plate is still half dry gypsum slurry layer by concrete side, and cavity plate is furnished with length dowel, and each pulp layer is equal
Configure web.
Summary of the invention
It is an object of that present invention to provide a kind of compound concrete wall cavity plate of gypsum with flexible cladding and its manufacture mounting process.
The wallboard is the upgrade version of the plaster composite heat-insulation plate of the external eaves wall of gypsum composite concrete shear wall, uses flexible face layer generation in outer eaves
For the outer eaves gypsum face laminate type of this housing industrialization Experimental Base first phase research and development.
The compound concrete wall cavity plate of gypsum with outer eaves architectural surface and the process flow of cast-in-situ reinforced concrete main structure configure, into
The integrated installation of row, the big scale of construction residence outer wall of construction can satisfy the environmental protection of current specifications, regulation, quality standard to wall
Livable, load-bearing, heat preservation, sound insulation, antidetonation, fire prevention, every economic and technical norms requirement of decoration, while precast wall body cavity plate has both
The cavity mold function of cast in place reinforced bar concrete wall.Adjust wall cavity plate inner thermal insulating layer thickness and reinforced concrete chamber thickness, which can be
It is applied in each various scale of construction residential housings in latitude, there is universality.
Its technology characteristics is the outer eaves wall cavity plate of the factorial production, is to be answered by outer eaves side with the gypsum of architectural surface
The components on-site assemblies such as insulation board, half dry half bore gypsum veneer of interior eaves side, window wall engaging portion cold-prevention bridge connector are closed, are pressed
Cast-in-situ reinforced concrete mould composed by the cavity plate of screen wall facing the gate of a house body two sides, what is generated in pour concrete vibration compacting anti-squeezes swollen stress performance；Chamber
The anti-crowded bulging deformation restraining force transmitting of plate, the wall cavity plate mounting process design of configuration；With cast-in-situ reinforced concrete main structure technique stream
The prefabricated component integrated mounting process of Cheng Zuowei.Structure needed for house wall is built is gone along with sb. to guard him, is decorated, part Cast-in-place concrete chamber
Mould function collects the factorial production, completes in integrated installation two procedures.Thoroughly realize the production of house wall construction process
Industry.
The present invention is to be realized by the following technical programs,
A kind of compound concrete wall cavity plate of the gypsum with flexible cladding and its manufacture mounting process, which is characterized in that the wallboard
Successively by outside to inside are as follows: flexible decorative surface layer, high-intensity anti-cracking screed, band are short whether there is or not the long link bar of cold bridge and without cold bridge
The insulation board layer of link bar, half dry gypsic horizon.
A kind of compound concrete wall cavity plate of gypsum with flexible cladding and its manufacture mounting process, which is characterized in that
The following steps are included:
A. the two-sided scraping of insulation board, fluting, machine beat long and short link bar square hole；Eaves face and short connection outside link bar square hole
Muscle beats shallow arc calixconcavity by machine on the insulation board of concrete chamber side, by operating instruction with high-intensity anti-cracking mortar to the company in shallow arc calixconcavity
Knot muscle end haunch is fixed, and is dried in the shade, consolidates, is hardened；
B. with interval keel shoe bed in vibration die station, eaves outside insulation board is face-up, tile web, uniformly distributed on the net
High-intensity anti-cracking mortar strikes off, vibratory compaction, dries in the shade, consolidation and sclerosis；
C. according to wall positioning plate accurate dimension, the snap the line in hardening anticracking grout layer；Bond flexible decorative surface layer；Cover modeling
Expect protective film, surface layer relative restraint pressurization is leveled up and piled up；
D. vibration die station on tiling screed it is anti-top split flexible cover sheet, the architectural surface that insulation board has been done downward,
In horizontal die station；
E. to the web configured in leaning on concrete side gypsic horizon, by the reaming of long dowel position, by first layer web
It wears long dowel to be layered on insulation board, stretches horizontal drawing and endure, edge is fixed；
F. the uniformly distributed half dry gypsum slurry on first layer web, vibrates die station, and gypsum slurry is rolled concora crush reality；
G. second layer web is worn long dowel to be layered on gypsum slurry, is pressed into gypsum slurry layer surface prescribed depth；
H. gypsic horizon consolidation after, die station is edge-on, vehicle of unloading unload plaster composite heat-insulation plate enter awning maintenance hardening；Before use
It is cut out by positioning plate essence, does waterproof.
A kind of compound concrete wall cavity plate of gypsum with flexible cladding and its manufacture mounting process, which is characterized in that
The following steps are included:
A. precast wall body bar frame is installed by current specifications standard；
B. the compound concrete wall cavity plate of gypsum and half dry half bore gypsum veneer with outer eaves architectural surface are respectively as existing
Pour the outer of reinforced concrete wall, inside cavity mold template；
C. make horizontal, vertical seal groove by technique requirement in insulation board layer middle position before the installation of cavity mold template, wait plates horizontal, vertical
Seal groove install sealing strip；Line pipe, cold-prevention bridge anchor bolt are installed；Elastic sealing strip is pasted at adjacent cavity mold template seam；Outer eaves
After plaster composite heat-insulation plate installation in side is in place, half dry gypsum veneer of same position is in place, with elastic inner support U-shaped steel
Card top jail, is fixed temporarily；
D. cavity mold template is using bilayer sleeve bolt to fixation is drawn, and first layer casing is plastic bushing, and the casing is in separation of copulating moth
It is stayed in concrete wall when tight screw, second layer casing is steel pipe, the scale as thickness of wall body；
E. on the outside of cavity mold template again using steel side it is logical decide, secondary joist, short company of the primary and secondary keel position in cavity mold template
It ties on muscle；Slight deformation is caused to reduce keel amount of deflection, manufacture main joist is the sizing steel joist of truss form, and support top gypsum is multiple
The secondary joist for closing the outer eaves side of insulation board uses sizing steel joist winged；
F. gypsum cavity mold profile concreting in lifts is pressed.
Detailed description of the invention
Detailed description of the invention
Fig. 1 is a kind of compound concrete wall cavity plate wall cross section of the gypsum with flexible cladding of the present invention.
Fig. 2 is a kind of total sectional view of the compound concrete wall cavity plate of the gypsum with flexible cladding of the present invention at floor.
Fig. 3 is a kind of cross section of the compound concrete wall cavity plate of the gypsum with flexible cladding of the present invention in inner-outer wall junction
Figure.
In figure: 1. flexible decorative surface layers, 2. high-intensity anti-cracking screeds, 3. insulation board layers, 4. gypsic horizons, 5. concrete walls,
6. half dry gypsic horizon, 7. short link bars, 8. long link bars, 9. hold the lower built-in fitting of locking.
Specific embodiment
The present invention is further elaborated with reference to the accompanying drawing:
A kind of compound concrete wall cavity plate of the gypsum with flexible cladding and its manufacture mounting process, this wall are that this house produces
The update of the gypsum composite concrete shear wall body cavity plate manufacturing technology of industry Experimental Base first phase research and development and the upgrading of mounting process.
The wallboard by outside to inside successively are as follows: that whether there is or not cold bridges is long for flexible decorative surface layer 1, high-intensity anti-cracking screed 2, band
Link bar 8 and insulation board layer 3, half dry gypsic horizon 6 without the short link bar 7 of cold bridge.
With the compound concrete wall cavity plate of gypsum with outer eaves flexible decorative surface layer 1, half dry half bore gypsic horizon 6 of interior eaves side,
The pre-constructed units such as window wall engaging portion cold-prevention bridge connecting piece form cast-in-situ reinforced concrete structure wall cavity mold.By cast-in-situ reinforced concrete main body knot
Structure, in concrete vibration compacting process, concrete squeezes rise payload values and two kinds of gypsum cavity plates of inner and outer eaves to the vibration of wall two sides cavity plate, with secondary
Keel are fulcrum band Five Span Continuous Plate, and the performance number that should squeeze the load that rises to Cast-in-place concrete configures, and design cast-in-situ reinforced concrete cavity mold
Mounting process.
The gypsum composite concrete shear wall body of the compound concrete wall cavity plate of gypsum with flexible cladding, outer eaves side are decorated with outer eaves
The compound concrete wall cavity plate of the gypsum of surface layer is compound prefabricated with following material layer in factory:
The a variety of materials complex configuration of outer plaster composite heat-insulation plate of the eaves side with architectural surface, from outer eaves to Cast-in-place concrete
Layer, which is followed successively by flexible decorative surface layer 1, high-intensity anti-cracking screed 2, insulation board layer 5, half dry gypsic horizon 6, plate, configures nothing
The long link bar 8 of cold bridge and without the short link bar 7 of cold bridge.Long 8 umbrella head of link bar protrudes into cast-in-place concrete wall 5.
The high 3.05m of outer eaves side plaster composite heat-insulation plate blank flat or dwelling layer height add cutting edge surplus, width 1.95m -6m.
Interior half dry of eaves side is that the high 2.95m of high-rise 6 blank flats or dwelling layer height subtract slab thickness and add cutting edge surplus.
5 thickness of 3 thickness of insulation board layer and concrete wall in combined wall is added and subtracted, which can in any latitude
Area, the various scale of constructions build, apply in a variety of energy conservation standard houses.
Plaster composite heat-insulation plate with outer eaves flexible decorative surface layer 1 will change the short company of no cold bridge into without the long link bar 8 of cold bridge
Muscle 7 is tied, can be applied in the reducing energy consumption of existing building.
On plaster composite heat-insulation plate with outer eaves flexible decorative surface layer 1, the long link bar 8 of no cold bridge and without the short link bar of cold bridge
7 preparation processes:
The two-sided scraping of insulation board, fluting, the long link bar 8 for answering force request to design according to new plate profile structure and short connection
7 position of muscle and specification machine beat different size and wear the long link bar 8 of no cold bridge and without short 7 square hole of link bar of cold bridge.
By wear the long link bar 8 of no cold bridge and without short 7 hole of link bar of cold bridge centered on, eaves side machine is beaten shallowly outside insulation board
Camber calixconcavity；The short 7 position machine of link bar in eaves side beats shallow camber calixconcavity in insulation board.
According to operating instruction high-intensity anti-cracking mortar to be bonded in heat preservation plate holes in without long 8 He of link bar of cold bridge
It without short 7 end of link bar of cold bridge, carries out haunch and fixes, long and short link bar umbrella head scatters, and is fixed in shallow arc calixconcavity, dries in the shade solid
Knot.
The anticracking grout layer composite working method of plaster composite heat-insulation plate with outer eaves architectural surface, including following process procedure:
The configuration space keel shoe in vibration die station, eaves outside the insulation board for having assembled long and short link bar is face-up,
It lies on keel shoe.Tile bidirectional stress web, stretches horizontal drawing and endures, edge is fixed.
Uniformly distributed high-intensity anti-cracking mortar, strikes off, horizontal, consolidation of drying in the shade on web.
Band 1 plaster composite heat-insulation plate architectural surface composite working method of flexible decorative surface layer, including following process procedure:
By wall positioning plate accurate dimension, the snap the line in anticracking grout layer.
Flexible decorative surface layer 1 is bonded by the operating instruction of bonding flexible cladding.
Plastic protective film for plastics is covered outside architectural surface, architectural surface relative restraint, which is leveled up, piles up.
Band architectural surface plaster composite heat-insulation plate pouring gypsum layer engineering method, including following process procedure:
Flexible cover sheet is split on the anti-top of tiling screed in vibration die station, will prepare the insulation board of architectural surface
Layer 3 downward, is placed in guarantee for a person given by a shopkeeper's sheath die station.
To the web configured in gypsic horizon 4, by the reaming of long link bar position, first layer web is worn into long company
Muscle is layered on insulation board, is stretched horizontal drawing and is endured, edge is fixed.
On first layer web uniformly distributed half dry gypsum slurry, vibration die station, gypsic horizon rolled it is flat.
Second layer web is worn long link bar to be layered on gypsum slurry, is pressed into gypsum slurry layer surface prescribed depth.
Gypsic horizon solidification after, die station is edge-on, vehicle of unloading unload plaster composite heat-insulation plate enter awning maintenance hardening；By portion
Position plate essence cuts out, does waterproof.
The compound concrete wall cavity plate of gypsum with flexible cladding assembles cast-in-situ reinforced concrete cavity mold engineering method, including following technique ring
Section:
Gypsum composite concrete shear wall body cavity plate is by the plaster composite heat-insulation plate of outer eaves side and half dry stone of interior eaves side
Layer of paste 6 combines cast-in-situ reinforced concrete cavity mold.Cavity mold uses reinforcing bar elasticity inner support.
Cavity mold supporting is using bilayer sleeve to tight screw, and first layer casing is plastic bushing, and the casing is in folding to tight spiral shell
It is stayed in concrete wall when silk.Second layer casing is steel pipe, the scale as thickness of wall body.
Cavity mold supporting using steel side it is logical decide, secondary joist, it is ensured that rigidity requirement when gypsum cavity plate pour concrete, it is ensured that wall
The accurate specification of bluk recombination and cavity plate uniform force, do not crack at wall surface levelling.
Cavity plate installation is preceding to make horizontal, vertical seal groove by technique requirement in 3 middle position of insulation board layer, in horizontal, vertical equal plates
Seal groove installs sealing strip；Line pipe, cold-prevention bridge anchor bolt are installed；At the equal plates by the two sides gypsic horizon of Cast-in-place concrete linking plate stitch
Paste elastic sealing strip.
Precast reinforced rack is installed by applicable codes and standards.Reinforcing bar first can be made by regulation for coarse reinforcing bar position
Installation.
By operating instruction configuration steel side leads to primary and secondary keel spacing, secondary joist must be configured in short 7 band of link bar of cavity plate
On.It forms keel and the hard support transmitting of restraining force is deformed by Cast-in-place concrete gypsic horizon anti-crowded rise to plaster composite heat-insulation plate.
Every layer of concrete, which is grasped, by the design of concrete wall pouring technology is poured thickness.
The lower built-in fitting 9 of locking is held in installation when concrete is poured into floor height, and spacing is configured by regulation.
Embodiment described above only describe the preferred embodiments of the invention, not to model of the invention
It encloses and is defined, without departing from the spirit of the design of the present invention, those of ordinary skill in the art are to technical side of the invention
The various changes and improvements that case is made should all be fallen into the protection scope that claims of the present invention determines.
Claims (3)
1. a kind of compound concrete wall cavity plate of the gypsum with flexible cladding, which is characterized in that the wallboard by outside to inside successively are as follows:
The imitative insulation board of stone architectural surface, high-intensity anti-cracking screed, band whether there is or not the long link bar of cold bridge and without the short link bar of cold bridge of flexibility
Layer, half dry gypsic horizon.
2. a kind of manufacturing process of the compound concrete wall cavity plate of the gypsum with flexible cladding as described in claim 1, feature exist
In, comprising the following steps:
A. the two-sided scraping of insulation board, fluting, machine beat long and short link bar square hole；Eaves face and short dowel lean on outside link bar square hole
Machine beats shallow arc calixconcavity on the insulation board of concrete chamber side, by operating instruction with high-intensity anti-cracking mortar to the link bar in shallow arc calixconcavity
End haunch is fixed, and is dried in the shade, consolidates, is hardened；
B. with interval keel shoe bed in vibration die station, eaves outside insulation board is face-up, tile web, uniformly distributed high-strength on the net
Anticracking grout is spent, strikes off, vibratory compaction, dry in the shade, consolidation and sclerosis；
C. according to wall positioning plate accurate dimension, the snap the line in hardening anticracking grout layer；Bond flexible decorative surface layer；Cover plastics guarantor
Cuticula, surface layer relative restraint pressurization, levels up and piles up；
D. vibration die station on tiling screed it is anti-top split flexible cover sheet, the architectural surface that insulation board has been done downward, horizontal
In die station；
E. first layer web is worn into length by the reaming of long dowel position in the web configured in the gypsic horizon of concrete side
Dowel is layered on insulation board, is stretched horizontal drawing and is endured, edge is fixed；
F. the uniformly distributed half dry gypsum slurry on first layer web, vibrates die station, and gypsum slurry is rolled concora crush reality；
G. second layer web is worn long dowel to be layered on gypsum slurry, is pressed into gypsum slurry layer surface prescribed depth；
H. gypsic horizon consolidation after, die station is edge-on, vehicle of unloading unload plaster composite heat-insulation plate enter awning maintenance hardening；Portion is pressed using preceding
Position plate essence is cut out, and waterproof is done.
3. a kind of mounting process of the compound concrete wall cavity plate of the gypsum with flexible cladding as described in claim 1, feature exist
In, comprising the following steps:
A. precast wall body bar frame is installed by current specifications standard；
B. the compound concrete wall cavity plate of the gypsum with flexible cladding and half dry half bore gypsum veneer are respectively as cast-in-situ reinforced concrete
The outer of wall, inside cavity mold template；
C. make horizontal, vertical seal groove by technique requirement in insulation board layer middle position before the installation of cavity mold template, wait the close of plates horizontal, vertical
Sealing groove installs sealing strip；Line pipe, cold-prevention bridge anchor bolt are installed；Elastic sealing strip is pasted at adjacent cavity mold template seam；Outer eaves side
After plaster composite heat-insulation plate installation is in place, half dry gypsum veneer of same position is in place, with elastic inner support U-shaped steel Ka Ding
Jail is fixed temporarily；
D. cavity mold template is using bilayer sleeve bolt to fixation is drawn, and first layer casing is plastic bushing, and the casing is in the tight spiral shell of separation of copulating moth
It is stayed in concrete wall when silk, second layer casing is steel pipe, the scale as thickness of wall body；
E. on the outside of cavity mold template again using steel side it is logical decide, secondary joist, short link bar of the primary and secondary keel position in cavity mold template
On；Slight deformation is caused to reduce keel amount of deflection, manufacture main joist is the sizing steel joist of truss form, the compound guarantor of support top gypsum
The secondary joist of the outer eaves side of warm plate uses sizing steel joist winged；
F. gypsum cavity mold profile concreting in lifts is pressed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810029549.1A CN110029772A (en) | 2018-01-12 | 2018-01-12 | A kind of compound concrete wall cavity plate of the gypsum with flexible cladding and its manufacture mounting process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810029549.1A CN110029772A (en) | 2018-01-12 | 2018-01-12 | A kind of compound concrete wall cavity plate of the gypsum with flexible cladding and its manufacture mounting process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110029772A true CN110029772A (en) | 2019-07-19 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101858114A (en) * | 2009-04-07 | 2010-10-13 | 段风雷 | Construction method for cast-in-place integral light-weight partition wall |
| CN102587539A (en) * | 2012-03-06 | 2012-07-18 | 程松林 | External wall board for assembling-casting molded composite concrete shear wall, and manufacturing and installation method |
| CN104100025A (en) * | 2013-04-07 | 2014-10-15 | 程松林 | Double-sided positive pouring production method of cold bridge-free gypsum compound insulation wallboard |
| CN205804646U (en) * | 2016-04-08 | 2016-12-14 | 南京唯才新能源科技有限公司 | A kind of aerogel foam concrete heat-insulating PLASTIC LAMINATED of band decorative cover |
| WO2017139196A1 (en) * | 2016-02-10 | 2017-08-17 | United States Gypsum Company | Alternative core material based vacuum insulated panel |
-
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- 2018-01-12 CN CN201810029549.1A patent/CN110029772A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101858114A (en) * | 2009-04-07 | 2010-10-13 | 段风雷 | Construction method for cast-in-place integral light-weight partition wall |
| CN102587539A (en) * | 2012-03-06 | 2012-07-18 | 程松林 | External wall board for assembling-casting molded composite concrete shear wall, and manufacturing and installation method |
| CN104100025A (en) * | 2013-04-07 | 2014-10-15 | 程松林 | Double-sided positive pouring production method of cold bridge-free gypsum compound insulation wallboard |
| WO2017139196A1 (en) * | 2016-02-10 | 2017-08-17 | United States Gypsum Company | Alternative core material based vacuum insulated panel |
| CN205804646U (en) * | 2016-04-08 | 2016-12-14 | 南京唯才新能源科技有限公司 | A kind of aerogel foam concrete heat-insulating PLASTIC LAMINATED of band decorative cover |
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Application publication date: 20190719 |