CN102900162A - Heat-insulation fireproof integral wallboard and manufacturing method thereof - Google Patents
Heat-insulation fireproof integral wallboard and manufacturing method thereof Download PDFInfo
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- CN102900162A CN102900162A CN2011102213935A CN201110221393A CN102900162A CN 102900162 A CN102900162 A CN 102900162A CN 2011102213935 A CN2011102213935 A CN 2011102213935A CN 201110221393 A CN201110221393 A CN 201110221393A CN 102900162 A CN102900162 A CN 102900162A
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- 238000009413 insulation Methods 0.000 title claims abstract description 65
- 238000004519 manufacturing process Methods 0.000 title abstract description 3
- 239000004567 concrete Substances 0.000 claims abstract description 113
- 239000010410 layer Substances 0.000 claims abstract description 96
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 239000002344 surface layer Substances 0.000 claims abstract description 31
- 239000000463 material Substances 0.000 claims description 50
- 239000004568 cement Substances 0.000 claims description 36
- 239000004744 fabric Substances 0.000 claims description 30
- 230000035939 shock Effects 0.000 claims description 21
- 230000015572 biosynthetic process Effects 0.000 claims description 20
- 239000003365 glass fiber Substances 0.000 claims description 18
- 238000002360 preparation method Methods 0.000 claims description 10
- 238000005520 cutting process Methods 0.000 claims description 9
- 239000004574 high-performance concrete Substances 0.000 claims description 9
- 239000000853 adhesive Substances 0.000 claims description 6
- 230000001070 adhesive effect Effects 0.000 claims description 6
- 238000005056 compaction Methods 0.000 claims description 6
- 239000012774 insulation material Substances 0.000 claims description 6
- 238000005187 foaming Methods 0.000 claims description 5
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 4
- 239000011701 zinc Substances 0.000 claims description 4
- 229910052725 zinc Inorganic materials 0.000 claims description 4
- 239000011398 Portland cement Substances 0.000 claims description 3
- 206010000269 abscess Diseases 0.000 claims description 3
- 239000003513 alkali Substances 0.000 claims description 3
- 229910000329 aluminium sulfate Inorganic materials 0.000 claims description 3
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 claims description 3
- 235000011128 aluminium sulphate Nutrition 0.000 claims description 3
- 239000011324 bead Substances 0.000 claims description 3
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 239000002131 composite material Substances 0.000 claims description 3
- 238000007667 floating Methods 0.000 claims description 3
- 239000006260 foam Substances 0.000 claims description 3
- 239000011521 glass Substances 0.000 claims description 3
- 239000011490 mineral wool Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 239000010451 perlite Substances 0.000 claims description 3
- 235000019362 perlite Nutrition 0.000 claims description 3
- 238000007790 scraping Methods 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 239000010455 vermiculite Substances 0.000 claims description 3
- 235000019354 vermiculite Nutrition 0.000 claims description 3
- 229910052902 vermiculite Inorganic materials 0.000 claims description 3
- 239000011381 foam concrete Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 238000004321 preservation Methods 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 208000037656 Respiratory Sounds Diseases 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 210000004209 hair Anatomy 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
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Abstract
A heat-insulation fireproof integral wallboard is characterized in that a longitudinal steel wire mesh sheet (1) is fixedly connected with a transverse steel wire mesh sheet (2) to form a mesh, each two mesh sheets are fixedly connected by straight insert wires (3) and crossed insert wires (4), each mesh sheet is fixedly connected with concrete layers (6) and disposed in the middle of the concrete layers (6), and a heat-insulation layer (5) is fixedly connected between the concrete layers (6). Since the heat-insulation fireproof integral wallboard is manufactured by steps of manufacturing a steel wire mesh framework, a first concrete surface layer, a heat insulation layer and a second concrete surface layer, the wallboard is thin, light, high-rigidity and deformation-resistant, has effectively heat insulation and water protection effects, and is particularly suitable for the building industry.
Description
Technical field:
The present invention relates to wallboard that a kind of construction work uses and preparation method thereof, the particularly integral body of a kind of thin body, lightweight, fire prevention, insulation can be with insulated fire wallboard of door and window hole and preparation method thereof.
Background technology:
At present, the wall thermal insulating of China's construction work all is on-the-spot manual wet trade basically, general adopt light block build form by laying bricks or stones and in body of wall basic unit the form of complex heat-preservation again, and the form of composite heat-insulating layer during cast-in-situ concrete, the former body of wall is thick, weight is large, completion of works cracking of wall surface just occurred in several years, comes off, and the insulation layer of the latter two employings mostly is organic material, belonged to combustible material, work progress very easily causes fire incident, causes very big harm to people's lives and properties.
Summary of the invention:
Purpose of the present invention will provide a kind of exactly can reach that body is thin, light weight, rigidity are large, indeformable, again can be high-efficiency insulated and fireproof insulated fire wallboard and preparation method thereof.
A kind of insulated fire integral wall, it is characterized in that net sheet longitudinal steel wire is fixedly connected with net sheet transverse steel wire, form the net sheet, be fixed together by straight cutting silk and the plugging wire of intersecting between two net sheets, each net sheet is fixedly connected with layer of concrete, the net sheet is positioned in the middle of the layer of concrete, is fixedly connected with insulation layer between the layer of concrete.
Described net sheet longitudinal steel wire and net sheet transverse steel wire are the cold-drawn zinc-coated wire.
Described insulation layer is a kind of in foaming cement concrete, expanded perlite, glass bead, rock wool, the vermiculite power inorganic non-combustible material.
The thickness of described layer of concrete is not less than 25mm, buries the shop glass fiber reticular cloth in its appearance, and the buried depth degree is 3-5mm.
Preparation method of the present invention is:
1), makes steel wire net rack: net sheet longitudinal steel wire and net sheet transverse steel wire right-angled intersection point are welded with numerical control bonding machine, form the net sheet, again the muscle of being advocated in two layers of net sheet divided vertically, laterally carry out at a certain distance plugging wire and connect, the mode of plugging wire is straight cutting silk and the plugging wire of intersecting, and has just formed the rack skeleton;
2), make first floor concrete surface layer: glass fiber reticular cloth is tiled on the shock platforms on the attached bed die, the concrete material that configures is distributed on above the grid cloth after measuring, the steel wire net rack that is fixed on the mould is placed on above the concrete material, then mould and rack are exerted pressure, the vibrations of simultaneously starting shock platform just can be made into the first surface layer of concrete, and concrete grade is C35, maximum aggregate size is not more than 5mm, and the concrete thickness of formation is not less than 25mm; Perhaps, first glass fiber reticular cloth is tiled on the shock platforms on the attached bed die, steel wire net rack is fixed on the mould, places it in again on the shock platforms on the attached bed die, evenly inject the Self-leveling self-compacting high performance concrete material that configures in the mould after by metering, it is flowed voluntarily smooth and closely knit, shock platforms can slightly shake, just can be made into the first surface layer of concrete, and concrete label is C35, maximum diameter of aggrogate is not more than 10mm, and the concrete thickness of formation is not less than 25mm;
3), make insulation layer: after the first surface layer concrete is crossed initial setting time, bed die and rack fixed mould that the first surface layer concrete will be housed again are reapposed on the shock platforms, and adjustment level, insulation layer adopts cement foamed, after the cement foamed material metering that configures, be cast in uniformly above the first floor concrete surface layer that has formed, by its voluntarily levelling and foaming and form insulation layer; Perhaps, when insulation layer adopts the inorganic non-combustible material, after the first surface layer concrete has been made, after being about to configure the insulation material metering, spread out uniformly cloth on the first surface layer of concrete that forms, the starting shock platform slightly shakes again, making it to reach the insulation material particle can slightly bond mutually and the upper surface formation state, thereby formed the insulation layer of another kind of form, the thickness of insulation layer will detect data according to the coefficient of thermal conductivity of material therefor, and national regulation wall heat transfer coefficient standard;
4), make the second facing concrete: adopt the inorganic non-combustible material to do insulation layer, the concrete material that configures by the metering after, be distributed on the upper surface of insulation layer, use again mould across the little electromagnetic shaker of miniature amplitude of vibration of rack mould top, implement from top light shake one time, repave the layer of glass fiber grid cloth, shake is flat again, just can form the second facing concrete layer, and concrete label is C35, maximum diameter of aggrogate is not more than 5mm, and the concrete thickness of formation is not less than 25mm; Perhaps, adopt a kind of insulation layer of doing in the cement foamed and inorganic non-combustible material, also can be after insulation layer forms, after namely the self-compaction Self-leveling high performance concrete material that configures being passed through metering, annotate uniformly cloth in the top of non-cement foamed insulation layer, annotate cloth when cement foamed insulation layer top, after needing cement foamed insulation layer abscess solidification-stable, upper surface in self-compaction Self-leveling high performance concrete material plane of flow spreads glass fiber reticular cloth one again, again manually with the auxiliary levelling of scraping of floating rule, just can form the second facing concrete layer, concrete label is C35, and maximum diameter of aggrogate is not more than 10mm, and the concrete thickness of formation is not less than 25mm, bury the shop glass fiber reticular cloth in the concrete external surface, buried depth degree 3-5mm.
The present invention it also comprise when wallboard has door and window hole, need to when making steel wire net rack, reserve on request the hole, and will be fixed on request rack for the fixing anticorrosion woodbox of door and window, to block up real around the hole and be connected and fixed with rack with composite module again, make respectively more afterwards first floor concrete surface layer, insulation layer and the second facing concrete layer, removing just to form behind the mould needs door and window hole.
When insulation layer of the present invention adopts the inorganic non-combustible material, need to adopt Portland cement or aluminium sulfate cement or other non-cement character adhesive materials to make binding material, and use after mixing; When insulation layer adopted foam cement, the cement foamed body compressive strength of formation should be greater than 0.10MPa, and other non-cement character adhesive materials are a kind of in organic gel, flower bulb alkali and the adjustable solidification agent mixture.
When if the present invention's wallboard needs the piece material such as tile fixing or does the facing such as terrazzo concrete, can be after second layer concrete surface layer form, directly edge pastes or water mill, also availablely scrapes grey bar concrete upper surface is spread to hair side, inlays subsides after installing for wallboard again.
The present invention compared with prior art has the following advantages:
Owing to having adopted net sheet longitudinal steel wire to be fixedly connected with net sheet transverse steel wire, form the net sheet, be fixed together by straight cutting silk and the plugging wire of intersecting between two net sheets, each net sheet is fixedly connected with layer of concrete, the net sheet is positioned in the middle of the layer of concrete, is fixedly connected with the form of structure of insulation layer between the layer of concrete and makes steel wire net rack, makes respectively first floor concrete surface layer, insulation layer and the concrete method of the second layer, thereby it has the following advantages:
1, the board wall body that forms is thin, light weight, rigidity greatly, not crackle, can resist high earthquake magnitude earthquake.
2, increase usable floor area, and reach the purpose of saving construction land.
3, traditional building by laying bricks or stones and plastering process exempted in batch production production, saves a large amount of raw material and artificial.
4, significantly shorten the duration of a project, reduce the construction equipment holding time, save the construction water electricity consumption, reduce on-the-spot pollution etc.
5, solve the building heat preservation fire safety problem, eliminated the fire that causes because of building heat preservation to the harm of people's lives and properties.
Description of drawings:
Figure: be concrete structure schematic diagram of the present invention
1, net sheet longitudinal steel wire 2, net sheet transverse steel wire 3, straight cutting silk 4, the plugging wire of intersecting
5, insulation layer 6, layer of concrete
The specific embodiment:
Net sheet longitudinal steel wire 1 and net sheet transverse steel wire 2 adopt the cold-drawn zinc-coated wire; their crosspoint is welded together; form the net sheet; weld together by straight cutting silk 3 and the plugging wire 4 of intersecting between two net sheets; straight cutting silk 3 and the plugging wire 4 of intersecting adopt the cold-drawn zinc-coated wire; each net sheet is fixedly connected with layer of concrete 6; the net sheet is positioned in the middle of the layer of concrete 6; be fixedly connected with insulation layer 5 between the layer of concrete 6; insulation layer 5 is foaming cement concrete; expanded perlite; glass bead; rock wool; a kind of in the vermiculite power inorganic non-combustible material; the thickness of layer of concrete (6) is not less than 25mm, buries the shop glass fiber reticular cloth in the external surface of concrete surface layer, and burying and spreading the degree of depth is 3-6mm.
Preparation method is:
1), makes steel wire net rack: net sheet longitudinal steel wire 1 and net sheet transverse steel wire 2 right-angled intersections point are welded with numerical control bonding machine, form the net sheet, again the muscle of being advocated in two layers of net sheet divided vertically, laterally carry out at a certain distance plugging wire and connect, the mode of plugging wire is straight cutting silk 3 and the plugging wire 4 of intersecting, and has just formed the rack skeleton;
2), make first floor concrete surface layer 6: glass fiber reticular cloth is tiled on the shock platforms on the attached bed die, the concrete material that configures is distributed on above the grid cloth after measuring, the steel wire net rack that is fixed on the mould is placed on above the concrete material, then mould and rack are exerted pressure, the vibrations of simultaneously starting shock platform just can be made into the first surface layer of concrete, and concrete grade is C35, maximum aggregate size is not more than 5mm, and the concrete thickness of formation is not less than 25mm; Perhaps, first glass fiber reticular cloth is tiled on the shock platforms on the attached bed die, steel wire net rack is fixed on the mould, places it in again on the shock platforms on the attached bed die, evenly inject the Self-leveling self-compacting high performance concrete material that configures in the mould after by metering, it is flowed voluntarily smooth and closely knit, shock platforms can slightly shake, just can be made into the first surface layer of concrete, and concrete label is C35, maximum diameter of aggrogate is not more than 10mm, and the concrete thickness of formation is not less than 25mm;
3), make insulation layer 5: after the first surface layer concrete is crossed initial setting time, bed die and rack fixed mould that the first surface layer concrete will be housed again are reapposed on the shock platforms, and adjustment level, insulation layer adopts cement foamed, after the cement foamed material metering that configures, be cast in uniformly above the first floor concrete surface layer that has formed, by its voluntarily levelling and foaming and form insulation layer; Perhaps, when insulation layer adopts the inorganic non-combustible material, after the first surface layer concrete has been made, after being about to configure the insulation material metering, spread out uniformly again cloth on the first surface layer of concrete that forms, the starting shock platform slightly shakes, making it to reach the insulation material particle can slightly bond mutually and the upper surface formation state, thereby formed the insulation layer of another kind of form, the thickness of insulation layer will detect data according to the coefficient of thermal conductivity of material therefor, with national regulation wall heat transfer coefficient standard, when insulation layer 5 adopts the inorganic non-combustible material, need to adopt Portland cement or aluminium sulfate cement or other non-cement character adhesive materials to make binding material, and use after mixing, other non-cement character adhesive materials are organic gel, a kind of in flower bulb alkali and the adjustable solidification agent mixture; When insulation layer adopted foam cement, the cement foamed body compressive strength of formation should be greater than 0.10MPa;
4), make the second facing concrete 6: adopt the inorganic non-combustible material to do insulation layer, the concrete material that configures by the metering after, be distributed on the upper surface of insulation layer, use again mould across the little electromagnetic shaker of miniature amplitude of vibration of rack mould top, implement from top light shake one time, repave the layer of glass fiber grid cloth, shake is flat again, just can form the second facing concrete layer, and concrete label is C35, maximum diameter of aggrogate is not more than 5mm, and the concrete thickness of formation is not less than 25mm; Perhaps, adopt a kind of insulation layer of doing in the cement foamed and inorganic non-combustible material, also can be after insulation layer forms, after namely the self-compaction Self-leveling high performance concrete material that configures being passed through metering, annotate uniformly cloth in the top of non-cement foamed insulation layer, annotate cloth when cement foamed insulation layer top, after needing cement foamed insulation layer abscess solidification-stable, upper surface in self-compaction Self-leveling high performance concrete material plane of flow spreads glass fiber reticular cloth one again, again manually with the auxiliary levelling of scraping of floating rule, just can form the second facing concrete layer, concrete label is C35, and maximum diameter of aggrogate is not more than 10mm, and the concrete thickness of formation is not less than 25mm, bury the shop glass fiber reticular cloth in the concrete external surface, buried depth degree 3-5mm.
During the form removal tool, be used for indoor insulated fire plate, plate side rack and mould are connected and fixed steel wire to be kept, and is used for installing joint pin, beam use; Being used for insulated fire plate plate side rack that exterior wall uses is connected and fixed steel wire with mould and then removes usefulness special connecting piece joint pin, beam.
During use, for being applied to the indoor heat insulating PLASTIC LAMINATED, adopt and pacify first the method for pouring into a mould post, beam, floorslab concrete behind the plate, when the plate side is connected with post, plate side exposed steel wire is inserted in the post of concreting not, when plate upper end is connected with beam, exposed steel wire on the plate is stretched in the beam of concreting not, pour into a mould again afterwards the concrete of post and beam; Between at the bottom of plate upper end and the beam the thick soft formation of 15-20mm should be arranged, play crossbeam and be subjected to the curved wallboard function of not pressing.When plate is connected with plate, add between two plates and plate stack pile reinforced concrete pile, two plate side exposed steel wires are worn sleeve and are intersected, again formwork concrete casting, the bar planting of concrete ground drilling steel bar end is fixed in the plate lower end, the location is fixing with implementing at the bottom of the plate, afterwards when doing flooring and mat formation layer, will be at the bottom of the plate squeezes with mortar and bury firmly.
Also the plate upper end can be attached to the not beam sides of concreting, be connected with plate upper end steel wire with anchor bar one end, the other end stretches in the beam, again pouring concrete.
For the insulated fire plate that is applied in exterior wall, water beam, the concrete way of post after also plate is pacified first in employing, plate is invested the outdoor unit side of post, beam, the plate base is also implemented on the built-in fitting to fix outer the choosing of underbeam, the connection ironware of plate both sides is stretched in the post mould of pouring concrete not, the connection ironware on plate top is stretched in the beam form of pouring concrete not, again pouring concrete.
This wallboard and the wallboard that adopts this method to install have high anti-seismic performance, increasing usable floor area, high-efficiency insulated, and insulation can have remarkable advantage with aspects such as same life-span of building, fire prevention, saving of labor, material-saving, rapid constructions, and the industrialization of construction industry development is had high using value.
Claims (8)
1. insulated fire integral wall, it is characterized in that net sheet longitudinal steel wire (1) is fixedly connected with net sheet transverse steel wire (2), form the net sheet, be fixed together by straight cutting silk (3) and the plugging wire (4) of intersecting between two net sheets, each net sheet is fixedly connected with layer of concrete (6), the net sheet is positioned in the middle of the layer of concrete (6), is fixedly connected with insulation layer (5) between the layer of concrete (6).
2. insulated fire integral wall according to claim 1 is characterized in that described net sheet longitudinal steel wire (1) and net sheet transverse steel wire (2) are the cold-drawn zinc-coated wire.
3. insulated fire integral wall according to claim 1 is characterized in that a kind of in cement foamed concrete, expanded perlite, glass bead, rock wool, the vermiculite power inorganic non-combustible material of described insulation layer (6).
4. insulated fire integral wall according to claim 1 is characterized in that the thickness of described layer of concrete (6) is not less than 25mm, buries the shop glass fiber reticular cloth in its appearance, and the buried depth degree is 3-5mm.
5. by the preparation method of insulated fire integral wall claimed in claim 1, it is characterized in that it may further comprise the steps:
1), makes steel wire net rack: net sheet longitudinal steel wire (1) and net sheet transverse steel wire (2) right-angled intersection point are welded with numerical control bonding machine, form the net sheet, again the muscle of being advocated in two layers of net sheet divided vertically, laterally carry out at a certain distance plugging wire and connect, the mode of plugging wire is straight cutting silk (3) and the plugging wire (4) of intersecting, and has just formed the rack skeleton;
2), make first floor concrete surface layer: glass fiber reticular cloth is tiled on the shock platforms on the attached bed die, the concrete material that configures is distributed on above the grid cloth after measuring, the steel wire net rack that is fixed on the mould is placed on above the concrete material, then mould and rack are exerted pressure, the vibrations of simultaneously starting shock platform just can be made into the first surface layer of concrete, and concrete grade is C35, maximum aggregate size is not more than 5mm, and the concrete thickness of formation is not less than 25mm; Perhaps, first glass fiber reticular cloth is tiled on the shock platforms on the attached bed die, steel wire net rack is fixed on the mould, places it in again on the shock platforms on the attached bed die, evenly inject the Self-leveling self-compacting high performance concrete material that configures in the mould after by metering, it is flowed voluntarily smooth and closely knit, shock platforms can slightly shake, just can be made into the first surface layer of concrete, and concrete label is C35, maximum diameter of aggrogate is not more than 10mm, and the concrete thickness of formation is not less than 25mm;
3), make insulation layer: after the first surface layer concrete is crossed initial setting time, bed die and rack fixed mould that the first surface layer concrete will be housed again are reapposed on the shock platforms, and adjustment level, insulation layer adopts cement foamed, after the cement foamed material metering that configures, be cast in uniformly above the first floor concrete surface layer that has formed, by its voluntarily levelling and foaming and form insulation layer; Perhaps, when insulation layer adopts the inorganic non-combustible material, after the first surface layer concrete has been made, after being about to configure the insulation material metering, spread out uniformly cloth on the first surface layer of concrete that forms, the starting shock platform slightly shakes again, making it to reach the insulation material particle can slightly bond mutually and the upper surface formation state, thereby formed the insulation layer of another kind of form, the thickness of insulation layer will detect data according to the coefficient of thermal conductivity of material therefor, and national regulation wall heat transfer coefficient standard;
4), make the second facing concrete: adopt the inorganic non-combustible material to do insulation layer, the concrete material that configures by the metering after, be distributed on the upper surface of insulation layer, use again mould across the little electromagnetic shaker of miniature amplitude of vibration of rack mould top, implement from top light shake one time, repave the layer of glass fiber grid cloth, shake is flat again, just can form the second facing concrete layer, and concrete label is C35, maximum diameter of aggrogate is not more than 5mm, and the concrete thickness of formation is not less than 25mm; Perhaps, adopt a kind of insulation layer of doing in the cement foamed and inorganic non-combustible material, also can be after insulation layer forms, after namely the self-compaction Self-leveling high performance concrete material that configures being passed through metering, annotate uniformly cloth in the top of non-cement foamed insulation layer, annotate cloth when cement foamed insulation layer top, after needing cement foamed insulation layer abscess solidification-stable, upper surface in self-compaction Self-leveling high performance concrete material plane of flow spreads glass fiber reticular cloth one again, again manually with the auxiliary levelling of scraping of floating rule, just can form the second facing concrete layer, concrete label is C35, and maximum diameter of aggrogate is not more than 10mm, and the concrete thickness of formation is not less than 25mm, bury the shop glass fiber reticular cloth in the concrete external surface, buried depth degree 3-5mm.
6. the preparation method of insulated fire integral wall according to claim 5, it is characterized in that it also comprises when wallboard has door and window hole, need to when making steel wire net rack, reserve on request the hole, and will be fixed on request rack for the fixing anticorrosion woodbox of door and window, to block up real around the hole and be connected and fixed with rack with composite module again, make respectively more afterwards first floor concrete surface layer, insulation layer and the second facing concrete layer, removing just to form behind the mould needs door and window hole.
7. the preparation method of insulated fire integral wall according to claim 5, when it is characterized in that described insulation layer adopts the inorganic non-combustible material, need to adopt Portland cement or aluminium sulfate cement or other non-cement character adhesive materials to make binding material, and use after mixing; When insulation layer adopted foam cement, the cement foamed body compressive strength of formation should be greater than 0.10MPa.
8. the preparation method of insulated fire integral wall according to claim 7 is characterized in that described other non-cement character adhesive materials are a kind of in organic gel, flower bulb alkali and the adjustable solidification agent mixture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110221393.5A CN102900162B (en) | 2011-07-26 | 2011-07-26 | Heat-insulation fireproof integral wallboard and preparation method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201110221393.5A CN102900162B (en) | 2011-07-26 | 2011-07-26 | Heat-insulation fireproof integral wallboard and preparation method thereof |
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| CN102900162A true CN102900162A (en) | 2013-01-30 |
| CN102900162B CN102900162B (en) | 2015-09-02 |
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| CN104878843A (en) * | 2015-03-26 | 2015-09-02 | 四川帕沃可矿物纤维制品有限公司 | Insulation board for building partitions |
| CN105178504A (en) * | 2015-09-29 | 2015-12-23 | 安徽华普节能材料股份有限公司 | External wall insulation composite board |
| CN105604239A (en) * | 2015-12-28 | 2016-05-25 | 宁波工程学院 | Foam concrete function gradient composite board and preparing method thereof |
| CN106256800A (en) * | 2015-06-18 | 2016-12-28 | 天津武铄科技有限公司 | One does not fire insulating composite board |
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| CN107587617A (en) * | 2017-09-26 | 2018-01-16 | 许长程 | A kind of heat-insulation and heat-preservation prefabricated board module and preparation method thereof |
| WO2018161848A1 (en) * | 2017-03-07 | 2018-09-13 | 四川省建筑设计研究院 | Prefabricated exterior wall panel for assembly, providing structural integration and energy saving, and fabrication method thereof |
| CN109301384A (en) * | 2018-09-21 | 2019-02-01 | 浙江清优材料科技有限公司 | It is integrated with the Self-leveling integrated technique and equipment of the liquid cooling plate of heat-conducting layer |
| CN113006322A (en) * | 2021-03-12 | 2021-06-22 | 万普华 | Multilayer voltage-regulating type steel structure external wall panel and preparation method thereof |
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| CN101196069A (en) * | 2007-12-28 | 2008-06-11 | 周德新 | Combined disposal pouring steel reinforced concrete polyphenyl board thermal insulation board |
| CN101812877A (en) * | 2010-04-02 | 2010-08-25 | 周智民 | Composite type modified steel reinforced concrete self-insulating wall material and preparation method thereof |
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| CN2161656Y (en) * | 1993-06-17 | 1994-04-13 | 张惠文 | Energy-saving strip panel |
| CN2455811Y (en) * | 2000-12-19 | 2001-10-24 | 中建新建筑体系有限公司 | Lightweight wall board |
| JP2006070558A (en) * | 2004-09-01 | 2006-03-16 | Spi Iguteibu Kk | Heat-insulating material for external heat insulation for reinforced concrete wall and external heat-insulation construction method for reinforced concrete wall using heat-insulating material for external heat insulation |
| CN101196069A (en) * | 2007-12-28 | 2008-06-11 | 周德新 | Combined disposal pouring steel reinforced concrete polyphenyl board thermal insulation board |
| CN101812877A (en) * | 2010-04-02 | 2010-08-25 | 周智民 | Composite type modified steel reinforced concrete self-insulating wall material and preparation method thereof |
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| CN103088925A (en) * | 2013-02-21 | 2013-05-08 | 万保金 | Self-limiting light steel wire net frame sandwich insulation board |
| CN103206039A (en) * | 2013-04-17 | 2013-07-17 | 俞鑫航 | Massive light insulated composite board, and preparation method and application thereof |
| CN103206039B (en) * | 2013-04-17 | 2015-12-23 | 俞鑫航 | Light thermal-insulation monoblock composite plate and preparation method and application |
| CN104878843A (en) * | 2015-03-26 | 2015-09-02 | 四川帕沃可矿物纤维制品有限公司 | Insulation board for building partitions |
| CN106256800A (en) * | 2015-06-18 | 2016-12-28 | 天津武铄科技有限公司 | One does not fire insulating composite board |
| CN105178504A (en) * | 2015-09-29 | 2015-12-23 | 安徽华普节能材料股份有限公司 | External wall insulation composite board |
| CN105604239A (en) * | 2015-12-28 | 2016-05-25 | 宁波工程学院 | Foam concrete function gradient composite board and preparing method thereof |
| CN105604239B (en) * | 2015-12-28 | 2018-04-20 | 宁波工程学院 | A kind of foam concrete functionally gradient composite plate and preparation method thereof |
| CN106894570A (en) * | 2017-03-07 | 2017-06-27 | 济南长兴建设商砼有限公司 | A kind of foam concrete stripe board and production method |
| WO2018161848A1 (en) * | 2017-03-07 | 2018-09-13 | 四川省建筑设计研究院 | Prefabricated exterior wall panel for assembly, providing structural integration and energy saving, and fabrication method thereof |
| CN107143153A (en) * | 2017-07-05 | 2017-09-08 | 四川农业大学 | A kind of assembled anti-knock energy-conservation Tibetan-style dwelling system and its method of construction |
| CN107587617A (en) * | 2017-09-26 | 2018-01-16 | 许长程 | A kind of heat-insulation and heat-preservation prefabricated board module and preparation method thereof |
| CN109301384A (en) * | 2018-09-21 | 2019-02-01 | 浙江清优材料科技有限公司 | It is integrated with the Self-leveling integrated technique and equipment of the liquid cooling plate of heat-conducting layer |
| CN113006322A (en) * | 2021-03-12 | 2021-06-22 | 万普华 | Multilayer voltage-regulating type steel structure external wall panel and preparation method thereof |
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