CN106639135A - Novel assembled type H-shaped prefabricated composite wall board and preparation method thereof - Google Patents
Novel assembled type H-shaped prefabricated composite wall board and preparation method thereof Download PDFInfo
- Publication number
- CN106639135A CN106639135A CN201610999286.8A CN201610999286A CN106639135A CN 106639135 A CN106639135 A CN 106639135A CN 201610999286 A CN201610999286 A CN 201610999286A CN 106639135 A CN106639135 A CN 106639135A
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- Prior art keywords
- board
- layer
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- wallboard
- reinforcing bar
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- 238000002360 preparation method Methods 0.000 title claims description 14
- 239000002131 composite material Substances 0.000 title abstract description 16
- 239000000463 material Substances 0.000 claims abstract description 44
- 238000010438 heat treatment Methods 0.000 claims abstract description 32
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 29
- 239000004568 cement Substances 0.000 claims abstract description 25
- 229920000049 Carbon (fiber) Polymers 0.000 claims abstract description 22
- 239000004917 carbon fiber Substances 0.000 claims abstract description 22
- 239000008236 heating water Substances 0.000 claims abstract description 22
- 238000005187 foaming Methods 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 12
- 239000010959 steel Substances 0.000 claims abstract description 12
- 230000003014 reinforcing Effects 0.000 claims description 48
- 239000004567 concrete Substances 0.000 claims description 35
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 28
- 239000002002 slurry Substances 0.000 claims description 26
- 238000009413 insulation Methods 0.000 claims description 25
- 238000009826 distribution Methods 0.000 claims description 20
- 239000011499 joint compound Substances 0.000 claims description 11
- 150000001875 compounds Chemical class 0.000 claims description 10
- 239000007921 spray Substances 0.000 claims description 10
- 239000004575 stone Substances 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000002519 antifouling agent Substances 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 8
- 239000003795 chemical substances by application Substances 0.000 claims description 7
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 6
- 239000011707 mineral Substances 0.000 claims description 6
- 238000005507 spraying Methods 0.000 claims description 6
- 239000002966 varnish Substances 0.000 claims description 6
- 210000003205 Muscles Anatomy 0.000 claims description 5
- 238000004140 cleaning Methods 0.000 claims description 5
- 239000008187 granular material Substances 0.000 claims description 4
- -1 polypropylene Polymers 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000011049 filling Methods 0.000 claims description 3
- 238000002156 mixing Methods 0.000 claims description 3
- 238000005498 polishing Methods 0.000 claims description 3
- OLZDXDPSDUSGIS-UHFFFAOYSA-N sulfinylmagnesium Chemical compound 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[Mg].S=O OLZDXDPSDUSGIS-UHFFFAOYSA-N 0.000 claims description 3
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- 239000004793 Polystyrene Substances 0.000 claims description 2
- 239000000835 fiber Substances 0.000 claims description 2
- 235000013312 flour Nutrition 0.000 claims description 2
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- 229910052618 mica group Inorganic materials 0.000 claims description 2
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- 235000019362 perlite Nutrition 0.000 claims description 2
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- 239000000843 powder Substances 0.000 claims description 2
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- 238000010923 batch production Methods 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N carbon Chemical compound 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 [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 238000001029 thermal curing Methods 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
- 235000019354 vermiculite Nutrition 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
-
- 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
- B28B1/29—Producing shaped prefabricated articles from the material by profiling or strickling the material in open moulds or on moulding surfaces
-
- 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
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
- B28B11/245—Curing concrete articles
-
- 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
- B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
- B28B19/0015—Machines or methods for applying the material to surfaces to form a permanent layer thereon on multilayered articles
-
- 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
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/38—Treating surfaces of moulds, cores, or mandrels to prevent sticking
-
- 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
- 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
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
Abstract
The invention provides an assembled type H-shaped prefabricated composite wall board (1). The assembled type H-shaped prefabricated composite wall board (1) comprises an outer layer wall board body (2), a middle layer (3) and an inner layer wall board body (4). The outer layer wall board body is provided with a decorative layer (21). The middle layer (3) comprises distributed type reinforced cement concrete vertical pillars (31) and reinforced cement concrete beams (63), wherein the distributed type reinforced cement concrete vertical pillars (31) and the reinforced cement concrete beams (63) are located between the outer layer wall board body (2) and the inner layer wall board body (4). The outer layer wall board body (2), the middle layer (3) and the inner layer wall board body (4) are integrally connected to form an H-shaped corporate force-bearing structure, and a groove-shaped connector and a steel rib (61) or an LU-shaped connector and a steel rib (60) on each reinforced cement concrete beam (63) of the H-shaped prefabricated composite wall board are connected with a connector and a steel rid (52) at the edge of a corresponding prefabricated composite floor support plate (6) to enlarge the cross section area of a corresponding joint point connecting beam (64). Meanwhile, connecting structure steel ribs (65) of the upper-floor prefabricated composite wall board are reserved and extend into grooves (62) in the prefabricated composite wall board to form an engaged whole anti-knock force-bearing structure, the residual space of the middle layer is filled with cement foaming heat preservation materials (33), and carbon fiber under-floor heating cables or under-floor heating water pipes (34) are laid.
Description
Technical field
The present invention relates to a kind of prefabricated panel, the more particularly to a kind of body of wall load-bearing of collection, insulation, heating, sound insulation, fire prevention, dress
Adorn the prefabricated combined wall board of novel fabricated H types and preparation method thereof in one.
Background technology
The demand for development of assembled integrated house building, the assembled arthitecutral structure for occurring in the recent period are proposed in current country
Ash wall body plate mainly has；Concrete PC precast wall body plates, eps foam polyphenyl wallboard and light steel-framed composite wall, also some are new
Type building block and composite partition wall plate, for by concrete PC prefabricated panels, not only structural weight per square meter is big, in addition it is also necessary to do exterior-wall heat insulation and
Decoration is all that work high above the ground construction risk is loaded down with trivial details.Eps foam polyphenyl wallboard simply solves the problems, such as the insulation in house, still needs to pour
Mixed mud and wall plastering are decorated, and do not solve the problems, such as body of wall load-bearing.Light steel-framed composite wall is only applicable to low-rise building,
Itself it is unable to load-bearing and is used for partition wall.New type block and composite partition wall plate are only limited to the secondary block that frame structure completes back wall
Build and install, its labor intensive and working procedure are not reduced reduction too much.Above building structure body of wall and material in a word
Still there are the complex procedures such as load-bearing, insulation, heating, sound insulation, fire prevention, decoration to repeat to construct, integration degree is low, environmental protection and energy saving
Effect is undesirable, high labor intensive and by the natural conditions factor restriction deficiency such as long construction period, and natural timber and stone material
Demand is huge, is also huge to natural resources destruction, is unfavorable for the developing direction of the sustainable environmental protection of China.
The content of the invention
The present invention is a kind of new assembling for having carried out improving upgrading on the basis of concrete PC precast wall body plates
The prefabricated composite wall board of formula H type.Concrete technical scheme is：
A kind of prefabricated combined wall board 1 of assembled H types, it includes outer layer wallboard 2, intermediate layer 3 and internal layer wallboard 4, its feature
It is：Outer layer wallboard has decorative layer 21, and intermediate layer 3 includes the distributed reinforcing bar being located between outer layer wallboard 2 and internal layer wallboard 4
Cement concrete column 31 and reinforced cement concrete beam 63, three layers are connected to form the common force structure of H types, wherein H
The prefabricated combined wall board of type has reserved connector and reinforcing bar, and wallboard is arranged as internal layer wallboard with the binding site reinforcing steel bar bear structure of wallboard
4 have reserved L-type connector and steel with distributed reinforced cement concrete column 31 and the edge of reinforced cement concrete beam 63 4
Muscle 11, LU types connector and reinforcing bar 60, fluted body connector and reinforcing bar 61, J-shaped wall type connector and reinforcing bar 12, and right angle
Wall connector and reinforcing bar 14, enable the reinforced mesh 42 of internal layer wallboard to be mutually connected with the reinforced mesh 42 of adjacent inner layer wallboard
Connect, then pour constructional column 13 and form the common force structure of integral wall, the knot of the prefabricated combined wall board of H types and prefabricated compound floor support plate
Chalaza reinforcing steel bar bear structure is arranged as, the fluted body connector above the reinforced cement concrete beam 63 of the prefabricated combined wall board of H types
Interconnect with the connector and reinforcing bar 52 of the prefabricated edge of compound floor support plate 6 with reinforcing bar 61 or LU types connector and reinforcing bar 60,
Increase the area of section of binding site tie-beam 64, while the connecting structure reinforcing bar 65 of the prefabricated combined wall board of reserved upper floor, and it is deep
To enter to above prefabricated combined wall board formed in groove 62 Snap fastened type entirety antidetonation force structure, remaining space filling water in intermediate layer
Mud foaming thermal-insulating 33 plays insulation, sound insulation, fireproof function, and among cement foamed insulation material carbon-fiber floor-heating is laid
Cable or floor heating water pipe 34 play the function of heating.
Preferably, reinforcing steel bar bear structure is arranged as the stress cage bar of outer layer reinforcing steel bars of wallboards mesh sheet 22 to be vertically arranged distributing reinforcement horizontal
Arrangement, the distributed steel bar stress of reinforced cement concrete column 31 is vertically arranged, the steel bar stress of reinforced cement concrete beam 63
Lateral arrangement, the stress cage bar of internal layer reinforcing steel bars of wallboards mesh sheet 42 is vertically arranged distributing reinforcement lateral arrangement, the steel of a two perpendicular middle horizontal H types
Muscle force structure.
Preferably, outer layer wallboard is bonded with reinforced cement concrete floor by decorative layer.
Preferably, cement foamed insulation material is made by the mixing of cement, water, foaming agent, polypropylene fibre and heat-insulating granules
Into slurry, one or more of heat-insulating granules in granular polystyrene, haydite, vermiculite or the perlite.
Preferably, internal layer wallboard is made up of reinforced cement concrete floor.
Preferably, cement concrete is magnesium oxysulfide concrete concrete.
Preferably, the decorative layer of outer layer wallboard therein is true mineral varnish, or is made up of stone flour, mica powder and gelling material
Mixing material, or for lithotome.
Preferably, wherein cement foamed insulation material is magnesium oxysulfide concrete foaming thermal-insulating.
A kind of preparation method of prefabricated combined wall board, it is comprised the following steps：
The first step lays end template on making sheet platform, and divider is arranged in template, installs four skirt frame mould brushes and takes off
Mould agent；It is consistent that second step spraying and decorating layer is allowed to surface uniform thickness；3rd step spreads reinforced mesh 22 and reinforcing steel bar upright post roof beam structure,
Distribution side rib frame mould is installed in reinforcing steel bar upright post roof beam structure both sides and is fixed；4th step requires to prepare stirring according to design strength label
Concrete, is spread in uniform on mould with material distributing machine and is allowed to slurry uniformly, and unlatching shaking platform 2-5 minutes vibrate to bubble-free,
And make slurry in the rib frame mould of distribution side full；5th step removes flash trimming rib frame after concrete initial set；6th step is transported to next flat
Platform, laying carbon-fiber floor-heating cable or floor heating water pipe, casting cement foaming thermal-insulating slurry, are allowed to slightly below four skirt frame moulds
Tool；7th step lays reinforced mesh 42, uniformly dispenses concrete with material distributing machine and scrapes concora crush with four concordant the vibrating of skirt frame mould
Light；8th step connects the high-temperature steam curing of joint 35 of carbon-fiber floor-heating cable or floor heating water pipe；9th step removes four skirt frame moulds,
It is transported to tipper upset and removes end template；The cleaning polishing of tenth step；11st step sprays UV or resinae protective paint.
This wallboard is integrated with H type load-bearing force structures and integrates load-bearing, insulation, heating, sound insulation, fire prevention, the H types decorated
Prefabricated composite wall board, realizes batch production intensive production, reduces labour intensity, and itself heating system can be sent out in production process
Thermal curing, not only the lightweight assembling fast wet work of speed of application is few, water saving, energy-conservation, section material, without dust work, without building rubbish
Rubbish, and be widely used in all types of buildings, realize construction wall load-bearing, insulation, heating, fire prevention, sound insulation, decorating integrative
Change, it is exactly virtually the protection to natural resources to save timber and stone material consumption.It is an object of the present invention to provide a kind of new dress
With the prefabricated composite wall board of formula H type, the development of green assembled-type house industrialization is promoted.
Description of the drawings
Fig. 1 is the prefabricated combined wall board vertical cross section figure of H types
Fig. 2 is that the prefabricated combined wall board of H types is connected profile with the prefabricated combined wall board installation of H types
Fig. 3 is that the prefabricated combined wall board of H types is connected profile with the prefabricated combined wall board J-shaped wall Snap fastened type installation of H types
Fig. 4 is that the prefabricated combined wall board of H types is connected profile with the prefabricated combined wall board right angle wall installation of H types
Fig. 5 is that the prefabricated combined wall board of H types is connected one of profile with prefabricated compound floor support plate Snap fastened type installation
Fig. 6 is that the prefabricated combined wall board of H types is connected the two of profile with prefabricated compound floor support plate Snap fastened type installation
Fig. 7 is H type wallboard transverse cross-sectional views
The prefabricated internal layer wallboard 11.L type connectors of 2. outer layer wallboard of combined wall board, 3. intermediate layer 4. of Fig. 1 1.H types
With the water of 21. outer layer wallboard decoration layer of reinforcing bar, 22. 31. reinforced cement concrete column of outer layer reinforcing steel bars of wallboards mesh sheet 33.
The carbon-fiber floor-heating cable of mud foaming thermal-insulating 34. or floor heating water pipe
Fig. 2 1.H types cement foamed guarantor of prefabricated 13. constructional column of combined wall board, 22. outer layer reinforcing steel bars of wallboards mesh sheet 33.
The internal layer reinforcing steel bars of wallboards mesh sheet of adiabator 42.
The prefabricated J-shaped wall connector of combined wall board 12. of Fig. 3 1.H types and the fluted body of 13. constructional column of reinforcing bar 61. connect
Interface and reinforcing bar
The prefabricated right angle wall connector of 13. constructional column of combined wall board 14. of Fig. 4 1.H types and reinforcing bar
The prefabricated plane connector of compound floor support plate 52. of the prefabricated I shape of combined wall board 6. of Fig. 5 1.H types and reinforcing bar
61. fluted body interfaces and the binding site tie-beam 65. of 62. groove of reinforcing bar, 63. reinforced cement concrete beam 64. are reserved
The connecting structure reinforcing bar of the prefabricated combined wall board of floor
The prefabricated plane interface of compound floor support plate 52. of the prefabricated I shape of combined wall board 6. of Fig. 6 1.H types and reinforcing bar
60.LU types interface and the binding site tie-beam 65. of 62. groove of reinforcing bar, 63. reinforced cement concrete beam 64. are reserved upstairs
The connecting structure reinforcing bar of the prefabricated combined wall board of layer
The prefabricated carbon-fiber floor-heating cable of 31. reinforced cement concrete column of combined wall board 34. of Fig. 7 1.H types or floor heating
The carbon-fiber floor-heating cable of water pipe 35. or the reinforced cement concrete beam of floor heating water pipe joint 63.
Specific embodiment
The wallboard of the present invention can be as follows：
A kind of prefabricated combined wall board 1 of assembled H types, it includes outer layer wallboard 2, intermediate layer 3 and internal layer wallboard 4, its feature
It is：Outer layer wallboard has decorative layer 21, and intermediate layer 3 includes the distributed reinforcing bar being located between outer layer wallboard 2 and internal layer wallboard 4
Cement concrete column 31 and reinforced cement concrete beam 63, three layers are connected to form the common force structure of H types, wherein H
The prefabricated combined wall board of type has reserved connector and reinforcing bar, and wallboard is arranged as internal layer wallboard with the binding site reinforcing steel bar bear structure of wallboard
4 have reserved L-type connector and steel with distributed reinforced cement concrete column 31 and the edge of reinforced cement concrete beam 63 4
Muscle 11, LU types connector and reinforcing bar 60, fluted body connector and reinforcing bar 61, J-shaped wall type connector and reinforcing bar 12, and right angle
Wall connector and reinforcing bar 14, enable the reinforced mesh 42 of internal layer wallboard to be mutually connected with the reinforced mesh 42 of adjacent inner layer wallboard
Connect, then pour constructional column 13 and form the common force structure of integral wall, the knot of the prefabricated combined wall board of H types and prefabricated compound floor support plate
Chalaza reinforcing steel bar bear structure is arranged as, the fluted body connector above the reinforced cement concrete beam 63 of the prefabricated combined wall board of H types
Interconnect with the connector and reinforcing bar 52 of the prefabricated edge of compound floor support plate 6 with reinforcing bar 61 or LU types connector and reinforcing bar 60,
Increase the area of section of binding site tie-beam 64, while the connecting structure reinforcing bar 65 of the prefabricated combined wall board of reserved upper floor, and it is deep
To enter to above prefabricated combined wall board formed in groove 62 Snap fastened type entirety antidetonation force structure, remaining space filling water in intermediate layer
Mud foaming thermal-insulating 33 plays insulation, sound insulation, fireproof function, and among cement foamed insulation material carbon-fiber floor-heating is laid
Cable or floor heating water pipe 34 play the function of heating.
The concrete preparation method of the wallboard of the present invention can be as follows：
Preparation method 1：A kind of prefabricated combined wall board of imitative plane stone material formula H type
The first step lays plane end template on making sheet platform, and divider is arranged in template, installs four skirt frame moulds
Fixed brush releasing agent.It is consistent that the true mineral varnish of second step spraying is allowed to surface uniform thickness.3rd step spreads reinforced mesh 22 and reinforcing bar
Column roof beam structure, installs distribution side rib frame mould and fixes in reinforcing steel bar upright post roof beam structure both sides.4th step will according to design strength label
Preparation ready-mixed concrete is sought, is spread in uniform on mould with material distributing machine and is allowed to slurry uniformly, unlatching shaking platform 2-5 minutes vibrate
To bubble-free, and make slurry in the rib frame mould of distribution side full.5th step removes distribution side rib frame mould after concrete initial set.
6th step is transported to next platform, laying carbon-fiber floor-heating cable or floor heating water pipe, casting cement foaming thermal-insulating slurry, is allowed to
Slightly below four skirt frame moulds.7th step lays reinforced mesh 42, is uniformly dispensed mixed mud and four skirt frame moulds with material distributing machine
Tool concordantly vibrates and strikes off press polish.8th step connects the high-temperature steam curing of joint 35 of carbon-fiber floor-heating cable or floor heating water pipe.9th step
Four skirt frame moulds are removed, tipper upset is transported to and is removed end template.Tenth step sheet material Jing cleaning polishings.11st step sprays UV
Or resinae protective paint.
Preparation method 2：One kind imitates the prefabricated combined wall board of coarse pitted skin stone material formula H type
The first step lays the end template with three-dimensional stone texture-like shape on making sheet platform, and arrangement separates in template
Bar, installs four skirt frame mould fixed brush releasing agents.It is consistent that the true mineral varnish of second step spraying is allowed to surface uniform thickness.3rd step spreads
Upper reinforced mesh 22 and reinforcing steel bar upright post roof beam structure, install distribution side rib frame mould and fix in reinforcing steel bar upright post roof beam structure both sides.4th step
Required to prepare ready-mixed concrete according to design strength label, be spread in uniform on mould with material distributing machine and be allowed to slurry uniformly, opened
Shaking platform 2-5 minutes vibrate to bubble-free, and make slurry in the rib frame mould of distribution side full.5th step is after concrete initial set
Remove distribution side rib frame mould.6th step is transported to next platform, laying carbon-fiber floor-heating cable or floor heating water pipe, and casting cement is sent out
Bubble insulation material slurry, is allowed to slightly below four skirt frame moulds.7th step lays reinforced mesh 42, with material distributing machine that mixed mud is equal
Even spreading strikes off press polish with four concordant the vibrating of skirt frame mould.8th step connects the joint of carbon-fiber floor-heating cable or floor heating water pipe
35 high-temperature steam curings.9th step removes four skirt frame moulds, is transported to tipper upset and removes end template.Tenth step sheet material Jing cleanings are beaten
Mill.11st step sprays UV or resinae protective paint.
Preparation method 3：A kind of prefabricated combined wall board of imitation wood material formula H type
The first step lays the end template with three-dimensional Wood Texture shape on making sheet platform, and second step installs four skirt frames
Mould fixed brush releasing agent, the 3rd step spreads reinforced mesh 22 and reinforcing steel bar upright post roof beam structure, installs in reinforcing steel bar upright post roof beam structure both sides and divides
Selvedge rib frame mould is simultaneously fixed.4th step requires to prepare ready-mixed concrete according to design strength label, is uniformly dispensed with material distributing machine
Slurry is allowed on mould uniform, unlatching shaking platform 2-5 minutes vibrate to bubble-free, and make slurry in the rib frame mould of distribution side
It is full.5th step removes distribution side rib frame mould after concrete initial set.6th step is transported to next platform, lays carbon-fiber floor-heating
Cable or floor heating water pipe, casting cement foaming thermal-insulating slurry is allowed to slightly below four skirt frame moulds.7th step lays reinforcing bar
Mesh sheet 42, mixed mud is uniformly dispensed strike off press polish with four concordant the vibrating of skirt frame mould with material distributing machine.It is fine that 8th step connects carbon
The high-temperature steam curing of joint 35 of dimension floor heating cable or floor heating water pipe.9th step removes four skirt frame moulds, is transported to tipper upset and goes
Except end template.Tenth step sheet material Jing cleaning polishings.11st step sprays UV or resinae protective paint.
Preparation method 4：A kind of prefabricated combined wall board of brick H type modelled after an antique
The first step lays the end template with three-dimensional antique brick textural shape on making sheet platform, installs four skirt frame moulds
Fixed brush releasing agent.It is consistent that the true mineral varnish of second step spraying is allowed to surface uniform thickness.3rd step spreads reinforced mesh 22 and reinforcing bar
Column roof beam structure, installs distribution side rib frame mould and fixes in reinforcing steel bar upright post roof beam structure both sides.4th step will according to design strength label
Preparation ready-mixed concrete is sought, is spread in uniform on mould with material distributing machine and is allowed to slurry uniformly, unlatching shaking platform 2-5 minutes vibrate
To bubble-free, and make slurry in the rib frame mould of distribution side full.5th step removes distribution side rib frame mould after concrete initial set.
6th step is transported to next platform, laying carbon-fiber floor-heating cable or floor heating water pipe, casting cement foaming thermal-insulating slurry, is allowed to
Slightly below four skirt frame moulds.7th step lays reinforced mesh 42, is uniformly dispensed mixed mud and four skirt frame moulds with material distributing machine
Tool concordantly vibrates and strikes off press polish.8th step connects the high-temperature steam curing of joint 35 of carbon-fiber floor-heating cable or floor heating water pipe.9th step
Four skirt frame moulds are removed, tipper upset is transported to and is removed end template.Tenth step sheet material Jing cleaning polishings.11st step sprays UV
Or resinae protective paint.
Preparation method 5：A kind of prefabricated combined wall board of imitative gravel formula H type
The first step lays end template on making sheet platform, installs four skirt frame moulds and fixes retarder, on second step spreading
Gravel by nature is allowed to uniform, and the 3rd step spreads reinforced mesh 22 and reinforcing steel bar upright post roof beam structure, installs in reinforcing steel bar upright post roof beam structure both sides and divides
Selvedge rib frame mould is simultaneously fixed.4th step requires to prepare ready-mixed concrete according to design strength label, is uniformly dispensed with material distributing machine
Slurry is allowed on mould uniform, unlatching shaking platform 2-5 minutes vibrate to bubble-free, and make slurry in the rib frame mould of distribution side
It is full.5th step removes distribution side rib frame mould after concrete initial set.6th step is transported to next platform, lays carbon-fiber floor-heating
Cable or floor heating water pipe, casting cement foaming thermal-insulating slurry is allowed to slightly below four skirt frame moulds.7th step lays reinforcing bar
Mesh sheet 42, mixed mud is uniformly dispensed strike off press polish with four concordant the vibrating of skirt frame mould with material distributing machine.8th step removes four sides
Peripheral frame mould, is transported to tipper upset and removes end template.9th step high-pressure water spraying gun washes out the cement mortar to solidify and exposes
Gravel.Tenth step connects the high-temperature steam curing of joint 35 of carbon-fiber floor-heating cable or floor heating water pipe.11st step sheet material Jing is clear
Reason polishing.12nd step surface layer sprays mill base pigment.13rd step sprays UV or resinae protective paint.
Preparation method 6：A kind of prefabricated composite curtain wall plate of imitative stone material formula H type
The first step lays plane end template on making sheet platform, and divider is arranged in template, installs four side matrix peripheral frames
Mould fixed brush releasing agent, second step sprays true mineral varnish and is allowed to surface uniform thickness unanimously, and the 3rd step spreads the steel of reinforced mesh 22
Muscle column roof beam structure and curtain wall fix special built-in fitting, install distribution side rib frame in reinforcing steel bar upright post roof beam structure both sides and fix.4th step root
Require to prepare ready-mixed concrete according to design strength label, be spread in uniform on mould with material distributing machine and be allowed to slurry uniformly, unlatching is shaken
Moving platform 2-5 minutes vibrate to bubble-free, and make slurry in the rib frame mould of distribution side full.5th step is gone after concrete initial set
Except distribution side rib frame mould.6th step is transported to next platform, laying carbon-fiber floor-heating cable or floor heating water pipe, casting cement foaming
Insulation material slurry, is allowed to slightly below four skirt frame moulds.7th step lays reinforced mesh 42, with material distributing machine that mixed mud is uniform
Spreading strikes off press polish with four concordant the vibrating of skirt frame mould.8th step connects the joint 35 of carbon-fiber floor-heating cable or floor heating water pipe
High-temperature steam curing.9th step removes four skirt frame moulds, is transported to tipper upset and removes end template.Tenth step sheet material Jing cleanings are beaten
Mill.11st step sprays UV or resinae protective paint.
Several prods described above, eliminate various construction technology process, save more than 40% labour intensity,
So as to save a big chunk cost, antidetonation rank improves on the contrary, is that a kind of integrated H types of green novel fabricated are prefabricated
Composite wall board.
Claims (9)
1. the prefabricated combined wall board of a kind of assembled H types, it includes outer layer wallboard, intermediate layer and internal layer wallboard, it is characterised in that：Outward
Layer wallboard has decorative layer, and intermediate layer includes that the distributed reinforced cement concrete being located between outer layer wallboard and internal layer wallboard stands
Post and reinforced cement concrete beam, three layers are connected to form the common force structure of H types, and the wherein prefabricated combined wall board of H types is pre-
Connector and reinforcing bar, wallboard has been stayed to be arranged as internal layer wallboard with distributed reinforced concrete with the binding site reinforcing steel bar bear structure of wallboard
L-type connector and reinforcing bar, LU types connector and reinforcing bar have been reserved in concrete column and reinforced cement concrete Liang Si edges, recessed
Grooved connector and reinforcing bar, J-shaped wall type connector and reinforcing bar, and right angle wall connector and reinforcing bar, make the reinforcing bar of internal layer wallboard
Mesh sheet can be interconnected with the reinforced mesh of adjacent inner layer wallboard, then pour the common stress knot of constructional column formation integral wall
Structure, the prefabricated combined wall board of H types is arranged as with the binding site reinforcing steel bar bear structure of prefabricated compound floor support plate, the prefabricated combined wall board of H types
Reinforced cement concrete beam above fluted body connector and reinforcing bar or LU types connector and reinforcing bar and prefabricated compound floor support plate
The connector of edge and reinforcing bar are interconnected, and increase binding site tie-beam area of section, while reserved upper floor is prefabricated multiple
The connecting structure reinforcing bar of wallboard is closed, and is deep into above prefabricated combined wall board formation Snap fastened type entirety antidetonation stress knot in groove
Structure, remaining space filling concrete foaming thermal-insulating plays insulation, sound insulation, fireproof function in intermediate layer, in cement foamed guarantor
Carbon-fiber floor-heating cable is laid among adiabator or floor heating water pipe plays the function of heating.
2. the prefabricated combined wall board of H types as claimed in claim 1, wherein reinforcing steel bar bear structure is arranged as outer layer reinforcing steel bars of wallboards mesh sheet
Stress cage bar is vertically arranged distributing reinforcement lateral arrangement, and distributed reinforced cement concrete column steel bar stress is vertically arranged, reinforcing bar
Cement concrete beam stress reinforcing bar lateral arrangement, internal layer reinforcing steel bars of wallboards mesh sheet stress cage bar is vertically arranged distributing reinforcement lateral arrangement,
The reinforcing steel bar bear structure of a two perpendicular middle horizontal H types.
3. the prefabricated combined wall board of H types as described in aforementioned claim any one, wherein outer layer wallboard is by decorative layer and steel
Muscle cement concrete wallboard is bonded.
4. the prefabricated combined wall board of H types as described in aforementioned claim any one, wherein cement foamed insulation material is by water
The slurry that mud, water, foaming agent, polypropylene fibre and heat-insulating granules are mixed, heat-insulating granules are selected from granular polystyrene, haydite, leech
One or more in stone or perlite.
5. the prefabricated combined wall board of H types as described in aforementioned claim any one, wherein internal layer wallboard is mixed by reinforced concrete
Solidifying cob wall plate is constituted.
6. the prefabricated combined wall board of H types as described in aforementioned claim any one, wherein cement concrete are magnesium oxysulfide concrete
Concrete.
7. the prefabricated combined wall board of H types as described in aforementioned claim any one, the decorative layer of outer layer wallboard therein is true
Mineral varnish, or for stone flour, mica powder and mixing material made by gelling material, or for lithotome.
8. the prefabricated combined wall board of H types as described in aforementioned claim any one, wherein cement foamed insulation material is sulphur oxygen
The cement foamed insulation material of magnesium.
9. in a kind of claim 1-8 any one prefabricated combined wall board of H types preparation method, it is comprised the following steps：
The first step lays end template on making sheet platform, and divider is arranged in template, installs four skirt frame mould brush releasing agents；
It is consistent that second step spraying and decorating layer is allowed to surface uniform thickness；3rd step spreads reinforced mesh and reinforcing steel bar upright post roof beam structure, in reinforcing bar
Distribution side rib frame mould is installed and is fixed in column roof beam structure both sides；4th step requires to prepare stirring coagulation according to design strength label
Soil, is spread in uniform on mould with material distributing machine and is allowed to slurry uniformly, and unlatching shaking platform 2-5 minutes vibrate to bubble-free, and make
Slurry is full in distribution side rib frame mould；5th step removes flash trimming rib frame after concrete initial set；6th step is transported to next platform, paving
If carbon-fiber floor-heating cable or floor heating water pipe, casting cement foaming thermal-insulating slurry is allowed to slightly below four skirt frame moulds；The
Seven steps lay reinforced mesh, uniformly dispense concrete with material distributing machine and strike off press polish with four concordant the vibrating of skirt frame mould；8th
Step connects the joint high-temperature steam curing of carbon-fiber floor-heating cable or floor heating water pipe；9th step removes four skirt frame moulds, is transported to upset
Machine upset removes end template；The cleaning polishing of tenth step；11st step sprays UV or resinae protective paint.
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| CN201610999286.8A CN106639135A (en) | 2016-11-14 | 2016-11-14 | Novel assembled type H-shaped prefabricated composite wall board and preparation method thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107762006A (en) * | 2017-10-24 | 2018-03-06 | 合肥华举建筑装饰工程有限公司 | Composite expanded perlite light partition wall board construction method |
| CN108867892A (en) * | 2018-06-27 | 2018-11-23 | 东莞唯度电子科技服务有限公司 | A kind of building assembly wallboard |
| CN109594679A (en) * | 2018-12-05 | 2019-04-09 | 杭州江润科技有限公司 | Prefabricated assembled wall and construction method |
-
2016
- 2016-11-14 CN CN201610999286.8A patent/CN106639135A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107762006A (en) * | 2017-10-24 | 2018-03-06 | 合肥华举建筑装饰工程有限公司 | Composite expanded perlite light partition wall board construction method |
| CN108867892A (en) * | 2018-06-27 | 2018-11-23 | 东莞唯度电子科技服务有限公司 | A kind of building assembly wallboard |
| CN109594679A (en) * | 2018-12-05 | 2019-04-09 | 杭州江润科技有限公司 | Prefabricated assembled wall and construction method |
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