WO2021121009A1 - 复合板 - Google Patents
复合板 Download PDFInfo
- Publication number
- WO2021121009A1 WO2021121009A1 PCT/CN2020/132098 CN2020132098W WO2021121009A1 WO 2021121009 A1 WO2021121009 A1 WO 2021121009A1 CN 2020132098 W CN2020132098 W CN 2020132098W WO 2021121009 A1 WO2021121009 A1 WO 2021121009A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- layer
- composite board
- board
- board according
- cement
- Prior art date
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 114
- 239000000463 material Substances 0.000 claims abstract description 41
- 239000000758 substrate Substances 0.000 claims abstract description 36
- 239000010410 layer Substances 0.000 claims description 165
- 239000004568 cement Substances 0.000 claims description 60
- 230000006835 compression Effects 0.000 claims description 21
- 238000007906 compression Methods 0.000 claims description 21
- 238000009413 insulation Methods 0.000 claims description 18
- 239000002344 surface layer Substances 0.000 claims description 15
- 239000004744 fabric Substances 0.000 claims description 14
- 239000011347 resin Substances 0.000 claims description 13
- 229920005989 resin Polymers 0.000 claims description 13
- 239000000805 composite resin Substances 0.000 claims description 12
- 229910052751 metal Inorganic materials 0.000 claims description 12
- 239000002184 metal Substances 0.000 claims description 12
- 239000004033 plastic Substances 0.000 claims description 8
- 239000000945 filler Substances 0.000 claims description 7
- 238000010079 rubber tapping Methods 0.000 claims description 7
- 239000003562 lightweight material Substances 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000003795 chemical substances by application Substances 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000004078 waterproofing Methods 0.000 claims description 5
- IQYKECCCHDLEPX-UHFFFAOYSA-N chloro hypochlorite;magnesium Chemical compound [Mg].ClOCl IQYKECCCHDLEPX-UHFFFAOYSA-N 0.000 claims description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 241001330002 Bambuseae Species 0.000 claims description 3
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011398 Portland cement Substances 0.000 claims description 3
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 239000011381 foam concrete Substances 0.000 claims description 3
- 239000003365 glass fiber Substances 0.000 claims description 3
- 229910052749 magnesium Inorganic materials 0.000 claims description 3
- 239000011777 magnesium Substances 0.000 claims description 3
- 239000010451 perlite Substances 0.000 claims description 3
- 235000019362 perlite Nutrition 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims 1
- 239000011574 phosphorus Substances 0.000 claims 1
- 229910052698 phosphorus Inorganic materials 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 description 10
- 238000010586 diagram Methods 0.000 description 8
- 238000013461 design Methods 0.000 description 7
- 238000009776 industrial production Methods 0.000 description 6
- 150000003839 salts Chemical class 0.000 description 4
- WSFSSNUMVMOOMR-UHFFFAOYSA-N Formaldehyde Chemical compound O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 3
- 230000005489 elastic deformation Effects 0.000 description 3
- -1 phosphomagnesium Chemical compound 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 2
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- 229920002522 Wood fibre Polymers 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 150000002484 inorganic compounds Chemical class 0.000 description 2
- 229910010272 inorganic material Inorganic materials 0.000 description 2
- 239000012774 insulation material Substances 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 150000002894 organic compounds Chemical class 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 229920001296 polysiloxane Polymers 0.000 description 2
- 239000011090 solid board Substances 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 239000002025 wood fiber Substances 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- 229910021578 Iron(III) chloride Inorganic materials 0.000 description 1
- 229920001732 Lignosulfonate Polymers 0.000 description 1
- 229910000617 Mangalloy Inorganic materials 0.000 description 1
- ABLZXFCXXLZCGV-UHFFFAOYSA-N Phosphorous acid Chemical compound OP(O)=O ABLZXFCXXLZCGV-UHFFFAOYSA-N 0.000 description 1
- QCWXUUIWCKQGHC-UHFFFAOYSA-N Zirconium Chemical compound [Zr] QCWXUUIWCKQGHC-UHFFFAOYSA-N 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- KGBXLFKZBHKPEV-UHFFFAOYSA-N boric acid Chemical compound OB(O)O KGBXLFKZBHKPEV-UHFFFAOYSA-N 0.000 description 1
- 239000004327 boric acid Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- BVKZGUZCCUSVTD-UHFFFAOYSA-N carbonic acid Chemical compound OC(O)=O BVKZGUZCCUSVTD-UHFFFAOYSA-N 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010924 continuous production Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 235000014113 dietary fatty acids Nutrition 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000194 fatty acid Substances 0.000 description 1
- 229930195729 fatty acid Natural products 0.000 description 1
- 150000004665 fatty acids Chemical class 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- RBTARNINKXHZNM-UHFFFAOYSA-K iron trichloride Chemical compound Cl[Fe](Cl)Cl RBTARNINKXHZNM-UHFFFAOYSA-K 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 239000012188 paraffin wax Substances 0.000 description 1
- 238000006068 polycondensation reaction Methods 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000005060 rubber Substances 0.000 description 1
- 150000003376 silicon Chemical class 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- GBPOWOIWSYUZMH-UHFFFAOYSA-N sodium;trihydroxy(methyl)silane Chemical compound [Na+].C[Si](O)(O)O GBPOWOIWSYUZMH-UHFFFAOYSA-N 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000004094 surface-active agent Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000004457 water analysis Methods 0.000 description 1
- 229910052726 zirconium Inorganic materials 0.000 description 1
- 150000003755 zirconium compounds Chemical class 0.000 description 1
Classifications
-
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B13/00—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material
- B32B13/04—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such water setting substance as the main or only constituent of a layer, which is next to another layer of the same or of a different material
- B32B13/06—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such water setting substance as the main or only constituent of a layer, which is next to another layer of the same or of a different material of metal
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B13/00—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material
- B32B13/04—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such water setting substance as the main or only constituent of a layer, which is next to another layer of the same or of a different material
- B32B13/12—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such water setting substance as the main or only constituent of a layer, which is next to another layer of the same or of a different material of synthetic resin
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B13/00—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material
- B32B13/14—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material next to a fibrous or filamentary layer
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B15/00—Layered products comprising a layer of metal
- B32B15/02—Layer formed of wires, e.g. mesh
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B15/00—Layered products comprising a layer of metal
- B32B15/18—Layered products comprising a layer of metal comprising iron or steel
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B27/00—Layered products comprising a layer of synthetic resin
- B32B27/06—Layered products comprising a layer of synthetic resin as the main or only constituent of a layer, which is next to another layer of the same or of a different material
- B32B27/08—Layered products comprising a layer of synthetic resin as the main or only constituent of a layer, which is next to another layer of the same or of a different material of synthetic resin
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B3/00—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form
- B32B3/26—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form characterised by a particular shape of the outline of the cross-section of a continuous layer; characterised by a layer with cavities or internal voids ; characterised by an apertured layer
- B32B3/266—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form characterised by a particular shape of the outline of the cross-section of a continuous layer; characterised by a layer with cavities or internal voids ; characterised by an apertured layer characterised by an apertured layer, the apertures going through the whole thickness of the layer, e.g. expanded metal, perforated layer, slit layer regular cells B32B3/12
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B3/00—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form
- B32B3/26—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form characterised by a particular shape of the outline of the cross-section of a continuous layer; characterised by a layer with cavities or internal voids ; characterised by an apertured layer
- B32B3/30—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form characterised by a particular shape of the outline of the cross-section of a continuous layer; characterised by a layer with cavities or internal voids ; characterised by an apertured layer characterised by a layer formed with recesses or projections, e.g. hollows, grooves, protuberances, ribs
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B5/00—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts
- B32B5/02—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by structural features of a fibrous or filamentary layer
- B32B5/028—Net structure, e.g. spaced apart filaments bonded at the crossing points
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B7/00—Layered products characterised by the relation between layers; Layered products characterised by the relative orientation of features between layers, or by the relative values of a measurable parameter between layers, i.e. products comprising layers having different physical, chemical or physicochemical properties; Layered products characterised by the interconnection of layers
- B32B7/04—Interconnection of layers
- B32B7/08—Interconnection of layers by mechanical means
-
- 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
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2307/00—Properties of the layers or laminate
- B32B2307/10—Properties of the layers or laminate having particular acoustical properties
- B32B2307/102—Insulating
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2307/00—Properties of the layers or laminate
- B32B2307/30—Properties of the layers or laminate having particular thermal properties
- B32B2307/304—Insulating
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2607/00—Walls, panels
Definitions
- This application relates to a composite board, especially a composite board with cement as the main material.
- Organic boards include traditional wood fiber board, particle board, Ou Song board, wood fiber board and so on. Most of these organic boards are flammable, have poor fire resistance, and have the problem of releasing formaldehyde. Especially after absorbing water, the expansion of the board will directly lead to loss of performance. In addition, its strength is low and it is prone to breakage. Obviously, organic panels are not suitable for building walls, especially exterior walls.
- Inorganic boards include cement fiber board, glass magnesium board, gypsum board and so on. Compared with organic panels, inorganic panels have certain advantages in terms of waterproof and fireproof performance. However, inorganic plates also have other problems. For example, the material density is high, the weight of the finished plate is heavier, the overall structure has micropores, the lack of toughness, it is prone to breakage when affected by impact stress and shear stress, and the structural strength is low. In addition, the nail-holding force is poor, and the single-texture board is prone to warping and deformation after long-term placement, and the production cost is high. Furthermore, the magnesium oxychloride cement used in the glass magnesium plate is corrosive to reinforcing materials such as steel, and the brittleness will gradually increase after long-term use, and the structural strength will decrease.
- a composite board that overcomes one or more of the above shortcomings, that is, a multifunctional composite board that has high structural strength, strong nail holding force, and good weather resistance. It can adapt to industrial continuous production and adapt to the modular structure of modular assembly buildings. Type plate.
- the technical problem to be solved by this application is to provide a composite board that can meet the requirements of high structural strength, strong nail-holding force, and good weather resistance, suitable for industrial-scale production, and suitable for configuration in modular assembly buildings. Wall.
- the first pressure-resistant layer is set to adhere to the first stretch-resistant layer with its first surface
- the second surface of the layer includes: a second substrate, formed of a cement curing layer, including a flat outer surface and an inner surface arranged parallel to the outer surface; a second stretch-resistant layer, including a first surface and a first surface arranged parallel to the first surface The two surfaces are set with a predetermined tensile prestress so that the first surface is attached to the inner surface of the second substrate; and the second pressure-resistant layer is formed by a cement cured layer, including a first surface, parallel to the first surface A second surface is provided, and a plurality of second convex ribs protruding outwardly on the second surface are parallel and uniformly arranged.
- the second pressure-resistant layer is set to adhere to the second stretch-resistant layer with its first surface The second surface of the layer.
- At least one connecting member is provided between the first board and the second board to rigidly connect the two, so that the outer surface of the first board of the first board and the outer surface of the second board of the second board are separated by a first predetermined distance. D1 are parallel to each other.
- the second surface of the first compressive layer of the first plate and the second surface of the second compressive layer of the second plate are arranged to face each other; the first raised rib of the first compressive layer of the first plate and the second surface of the second compressive layer of the first plate
- the second protruding ribs of the second compression layer of the two plates are arranged opposite to each other and maintain a second predetermined distance D2; the predetermined tensile prestress of the first tensile layer of the first plate and the second tensile force of the second plate
- the predetermined tensile prestress of the layers is equal.
- the composite board may further include: a first waterproof material layer formed of a waterproof material, including a first surface and a second surface opposite to the first surface, disposed on the first pressure-resistant layer On the second surface and the first raised rib; and a second waterproof material layer, formed of a waterproof material, including a first surface and a second surface opposite to the first surface, disposed on the second surface and the first surface of the second pressure-resistant layer Two raised ribs.
- the composite board may further include: a first surface layer provided on the outer surface of the first substrate; and a second surface layer provided on the outer surface of the second substrate.
- the composite board may further include: a first mesh cloth layer disposed on the second surface of the first compression layer and the first raised ribs; and a second mesh cloth layer disposed On the second surface of the second pressure resistant layer and the second raised rib.
- the waterproof material may include a resin composite material.
- the first facing layer and the second facing layer may include the same resin composite material.
- the composite board may further include: a plurality of first vertical ribs, which are perpendicular to the first convex ribs and evenly arranged between any two of the first convex ribs; and a plurality of first vertical ribs; Two vertical ribs, perpendicular to the second raised ribs and evenly arranged between any two of the second raised ribs, wherein a plurality of first raised ribs and a plurality of first vertical ribs are on the first compressive layer A grid is formed, a plurality of second raised ribs and a plurality of second vertical ribs form a grid on the second compression layer, and the grid on the first compression layer and the grid on the second compression layer are mutually face.
- the at least one connecting piece may be a frame arranged in one direction, and the frame may be arranged between the first raised rib and the second raised rib; or at least one connecting piece may be arranged at The surrounding border.
- the gap between the first plate and the second plate may be selectively filled with filler.
- the filler may include a lightweight material, a sound insulation board or an insulation board, wherein the lightweight material may include one of foamed plastic, bamboo sawdust, perlite, foamed concrete, or two or more of them Any combination of.
- the first raised rib and the second raised rib may include unsaturated resin.
- the first vertical rib and the second vertical rib may include unsaturated resin.
- the first stretch-resistant layer and the second stretch-resistant layer may include a metal wire mesh, a mesh cloth, a plastic orifice plate, or a metal orifice plate.
- the metal wire mesh may include a steel wire mesh.
- the mesh cloth may include glass fibers.
- the cement curing layer may include one of fast-hardening and early-strength sulfoaluminate cement, ferro-aluminate cement, Portland cement, magnesium oxychloride cement, phosphomagnesium cement, and high alumina cement, Or a combination of any two or more of them.
- the cement cured layer may include a retarder.
- the cement cured layer may also include a waterproofing agent.
- the composite board may further include one or more threaded braces, which are embedded in positions corresponding to the first raised ribs and the second raised ribs.
- the outer end surface of the one or more threaded braces and the outer surface of the first substrate or the outer surface of the second substrate may be coplanar.
- the outer wall surface of one or more threaded braces is provided with self-tapping threads.
- the composite board may further include a mark indicating the location of the first raised rib and the second raised rib.
- the composite board may further include a mark indicating the positions of the first vertical rib and the second vertical rib.
- the composite board according to the present application includes a first board, a second board, and at least one connecting member connecting the first board and the second board together. Because the first board and the second board are the same in structure, they can be uniformly manufactured on a dedicated industrial production line, and then arranged relative to each other, and joined together by at least one connecting piece. Therefore, the following beneficial effects can be achieved: 1. The first plate and the second plate can be made with high precision through a dedicated industrial production line. Therefore, the accuracy and smoothness of the outer surface of the first plate and the second plate can be ensured by improving the accuracy of the mold. 2.
- the first board and the second board can be made with high precision through a dedicated industrial production line, the first raised rib and the second raised rib can ensure good opposition to each other, so that they can be absorbed during storage and transportation.
- the direction of the external force is applied to avoid warping or normal deformation of the composite board. 3.
- the first raised rib and the second raised rib are in the vertical direction, so the pressure bearing capacity of the composite board in the vertical direction is greatly improved. 4.
- the first board includes a first stretch-resistant layer
- the second board includes a second stretch-resistant layer
- both the first stretch-resistant layer and the second stretch-resistant layer are set on the substrate with a predetermined tensile prestress And the compression layer, thus greatly improving the tensile strength and bending strength of the composite board. 5.
- the composite board according to the present application reduces the amount of cement curing layer used, reduces the weight of the composite board, and therefore greatly reduces the material cost, manufacturing cost and transportation cost.
- Fig. 1 is a perspective view showing a composite board according to the present application.
- Fig. 2 is a cross-sectional view showing a composite board according to the present application.
- Fig. 3 is a cross-sectional view showing a cross section of the composite board shown in Fig. 1.
- Fig. 4 is a cross-sectional view showing a cross section of the composite board shown in Fig. 1.
- Fig. 5 is a cross-sectional view showing a cross section of the composite board shown in Fig. 1.
- Fig. 6 is a schematic plan view showing an arrangement scheme of raised ribs and vertical ribs of the composite board according to the present application.
- Fig. 7 is a schematic plan view showing one embodiment of the connecting member of the composite board according to the present application.
- Fig. 8 is a schematic plan view showing another embodiment of the connecting member of the composite board according to the present application.
- Fig. 9 is a schematic diagram showing a composite board with threaded braces according to the present application.
- Fig. 10 is a schematic diagram showing a composite plate with threaded braces according to the present application.
- Fig. 11 is a schematic diagram showing the threaded braces of the composite plate according to the present application.
- Fig. 12 is a schematic diagram showing the threaded braces of the composite plate according to the present application.
- Fig. 1 is a perspective view showing a composite board according to the present application.
- Fig. 2 is a cross-sectional view showing a composite board according to the present application.
- the composite board according to the embodiment of the present application includes a first board 10, a second board 20 and at least one connecting member 30.
- the first board 10 may include, for example, a first substrate 11, a first stretch-resistant layer 12 and a first compression-resistant layer 13 from top to bottom.
- the first substrate 11 may be formed of a cement cured layer, and may include a flat outer surface 11a and an inner surface 11b arranged in parallel with the outer surface 11a.
- the first compression layer 13 may be formed of a cement cured layer, and may include a first surface 13a, a second surface 13b arranged in parallel with the first surface 13a, and a plurality of parallel and uniform surfaces protruding outward on the second surface 13b.
- the first raised rib 13c is provided.
- the first pressure-resistant layer 13 is arranged to adhere to the second surface 12b of the first stretch-resistant layer 12 with its first surface 13a.
- the first substrate 11, the first stretch-resistant layer 12, and the first compression-resistant layer 13 are combined together while ensuring the predetermined tensile prestress of the first stretch-resistant layer 12.
- the second substrate 21 may be formed of a cement cured layer, and may include a flat outer surface 21a and an inner surface 21b arranged in parallel with the outer surface 21a.
- the second stretch-resistant layer 22 may include a first surface 22a and a second surface 22b arranged in parallel with the first surface 22a.
- the first surface 22a of the second stretch-resistant layer 22 is attached to the inner surface 21b of the second substrate 21, and is set on the inner surface 21b of the second substrate 21 under a predetermined tensile prestress.
- the second pressure-resistant layer 23 may be formed of a cement cured layer, and includes a first surface 23a, a second surface 23b arranged in parallel with the first surface 23a, and a plurality of protruding outward on the second surface 23b arranged in parallel and uniformly with each other The second raised rib 23c.
- the second compression-resistant layer 23 may be arranged such that its first surface 23a is attached to the second surface 22b of the second stretch-resistant layer 22.
- the second substrate 11, the second stretch-resistant layer 22, and the second compression-resistant layer 23 are combined together while ensuring the predetermined tensile prestress of the second stretch-resistant layer 22.
- At least one connecting member 30 may be provided between the first board 10 and the second board 20 to rigidly connect the two so that the outer surface 11a of the first board 11 of the first board 10 and the second board 21 of the second board 20
- the outer surfaces 21a are parallel to each other at a first predetermined distance D1.
- the size of the first predetermined distance D1 can be determined according to the design thickness of the composite board.
- the second surface 13b of the first compressive layer 13 of the first board 10 and the second surface 23b of the second compressive layer 23 of the second board 20 are arranged to face each other.
- the first raised rib 13c of the first pressure resistant layer 13 of the first plate 10 and the second raised rib 23c of the second pressure resistant layer 23 of the second plate 20 are arranged opposite to each other and maintain a second predetermined distance D2 from each other.
- the value range of the second predetermined distance D2 can be determined according to the allowable amount of elastic deformation of the first plate 10 and the second plate 20.
- a cushion (not shown) may be included between the first raised rib 13c of the first pressure resistant layer 13 of the first plate 10 and the second raised rib 23c of the second pressure resistant layer 23 of the second plate 20 ).
- the cushion may include an elastic material.
- the predetermined tensile prestress of the first tensile layer 12 of the first plate 10 is equal to the predetermined tensile prestress of the second tensile layer 22 of the second plate 20.
- the composition of the first board 10 and the second board 20 are the same and the features are arranged opposite to each other, the first board 10 and the second board 20 can be completely the same prefabricated parts under the condition of a reasonable design to make the structure symmetrical. Therefore, the design of the mold for making the first board 10 and the second board 20 is reduced, and the design of the production line for making the first board 10 and the second board 20 is also simplified. In this way, after the production of the first board 10 and the second board 20 is completed, the two are connected by a connecting member, and the composite board as described above is completed.
- the connecting members are also the cement cured layer
- the combination of the first board 10, the second board 20 and the at least one connecting member 30 can be regarded as only the combination of the cement cured layer in time periods.
- the composite board may further include a first waterproof material layer 14 and a second waterproof material layer 24.
- the first waterproof material layer 14 may be formed of a waterproof material, and may include a first surface 14a and a second surface 14b opposite to the first surface 14a.
- the first waterproof material layer 14 may be disposed on the second surface 13b of the first pressure resistant layer 13 and the first convex rib 13c.
- the second waterproof material layer 24 may be formed of a waterproof material, and may include a first surface 24a and a second surface 24b opposite to the first surface 24a.
- the second waterproof material layer 24 may be disposed on the second surface 23b of the second pressure resistant layer 23 and the second convex rib 13c.
- the first waterproof material layer 14 and the second waterproof material layer 24 may include a resin composite material. Therefore, during the manufacturing process of the first board 10 and the second board 20, the water in the cement solidification layer adjacent to it can be prevented from escaping, so as to avoid any pollution or materials caused by the water analysis on other features in subsequent production. mixing. Furthermore, because the first waterproof material layer 14 and the second waterproof material layer 24 are resin composite materials, they have a good adhesive effect on the cement cured layer and are finally combined into one body without peeling off.
- the composite board may further include a first surface layer 15 and a second surface layer 25.
- the first surface layer 15 may be disposed on the outer surface 11 a of the first substrate 11 to become the final surface layer of the first board 10.
- the second surface layer 25 may be disposed on the outer surface 21 a of the second substrate 21 to become the final surface layer of the second plate 20.
- the first surface layer 15 and the second surface layer 25 may include the same material, for example, a resin composite material.
- the resin composite material has a good bonding effect on the cement cured layer.
- the resin composite material directly contacts the mold during the manufacturing process of the first plate 10 or the second plate 20. Since the solid particle size of the resin composite material is smaller than that of the cement cured layer, the surface quality of the surface layer of the first plate 10 or the second plate 20 formed of the resin composite material is higher. Furthermore, by using a release agent, etc., compared with a cement cured layer, the resin composite material is easier to release from the mold, thereby greatly improving the yield.
- the composite board may further include a first grid cloth layer 16 and a second grid cloth layer 26.
- the first mesh cloth layer 16 may be disposed on the second surface 13b of the first pressure resistant layer 13 and the first raised ribs 13c.
- the second mesh cloth layer 26 may be disposed on the second surface 23b of the second pressure resistant layer 23 and the second raised ribs 23c.
- Fig. 6 is a schematic plan view showing an arrangement scheme of raised ribs and vertical ribs of the composite board according to the present application.
- Fig. 7 is a schematic plan view showing one embodiment of the connecting member of the composite board according to the present application.
- Fig. 8 is a schematic plan view showing another embodiment of the connecting member of the composite board according to the present application.
- the composite board may further include a plurality of first vertical ribs 13d and a plurality of second vertical ribs 23d.
- the plurality of first vertical ribs 13d may be perpendicular to the first raised ribs 13c and evenly disposed between any two of the first raised ribs 13c.
- the plurality of second vertical ribs 23d may be perpendicular to the second raised ribs 23c and evenly disposed between any two of the second raised ribs 23c.
- the plurality of first protruding ribs 13c and the plurality of first vertical ribs 13d may form a grid on the first compression layer 13, and the plurality of second protruding ribs 23c and the plurality of second vertical ribs 23d are in the second compression resistance layer.
- a grid is formed on the layer 23, and the grid on the first compressive layer 13 and the grid on the second compressive layer 23 face each other.
- FIG. 6 shows that a plurality of first raised ribs 13c and a plurality of first vertical ribs 13d are on the first compressive layer 13, or a plurality of second raised ribs 23c and a plurality of second vertical ribs 23d are on a second resistive layer 13
- the laminated layer 23 is vertically and horizontally arranged in the figure.
- the composite board according to the present application is not limited to this.
- a plurality of first raised ribs 13c and a plurality of first vertical ribs 13d are on the first compression layer 13 or a plurality of second raised
- the ribs 23c and the plurality of second vertical ribs 23d can be arranged in any orientation on the second compressive layer 23 when they are perpendicular to each other, for example, rotated at an angle of 45 degrees in the orientation shown in FIG. 5 to form a diamond-shaped grid. .
- the at least one connecting member 30 may be a frame arranged in one direction, and may be formed of a cement curing layer.
- at least one connecting member 30 may also be combined with the arrangement of the first raised rib 13c and the second raised rib 23c. That is, the frame may be provided between the first raised rib 13c and the second raised rib 23c. Even the at least one connecting member 30 may be a first raised rib 13c and a second raised rib 23c that are arranged on the edge of the composite board, which are combined with each other.
- the at least one connecting member 30 may be a frame provided on the periphery, and may be formed of a cement curing layer.
- the horizontally arranged frame may also be combined with the arrangement of the first vertical rib 13d and the second vertical rib 23d. That is, the horizontally arranged frame may be the first vertical rib 13d and the second vertical rib 23d arranged on the upper and lower edges of the composite board.
- the at least one connecting member 30 may be any other type of connecting member, such as cement nails and metal connecting members.
- the gap between the first plate 10 and the second plate 20 may be selectively filled with filler 70.
- the filler 70 may include a lightweight material, a sound insulation board, or an insulation board.
- the lightweight material may include one of foamed plastic, bamboo wood chips, perlite, foamed concrete, or any combination of two or more thereof.
- the sound insulation board or thermal insulation board can be appropriately selected according to the design requirements of the composite board on the basis of the known technology in the art. Furthermore, it should be noted that even if the filler 70 is not filled, the gap between the first plate 10 and the second plate 20 itself has better sound insulation and heat insulation performance.
- first raised rib 13c and the second raised rib 23c may include unsaturated resin.
- first vertical rib 13d and the second vertical rib 23d may include unsaturated resin.
- the first and second convex ribs 13c and 23c and/or the first and second vertical ribs 13d and 23d will reduce the hardness and brittleness. Therefore, it is easy to embed or screw into a metal member, for example, a threaded brace 40 (see FIG. 9) which will be described in detail below.
- the first anti-stretch layer 12 and the second anti-stretch layer 22 may include metal wire mesh, mesh cloth, plastic orifice plate or metal orifice plate.
- the metal wire mesh may include a steel wire mesh.
- the mesh cloth may include glass fibers.
- the metal orifice plate may be, for example, an ordinary steel orifice plate, a high-manganese steel orifice plate, or the like.
- the plastic orifice plate may be, for example, a flame-retardant plastic orifice plate. Those skilled in the art can appropriately select in the design according to the application of the composite board.
- the cement curing layer includes one of fast-hardening early-strength sulfoaluminate cement, ferro-aluminate cement, Portland cement, magnesium oxychloride cement, phosphomagnesium cement, high alumina cement, or any of them A combination of two or more.
- fast-hardening early-strength sulfoaluminate cement ferro-aluminate cement
- Portland cement magnesium oxychloride cement
- phosphomagnesium cement high alumina cement
- high alumina cement or any of them
- the embodiments of the present application are not limited to this, but any other types of cement and cement cured layers can be selected, and a retarder and a waterproofing agent can be added to the cement cured layer.
- the retarder in the cement cured layer may include, for example, lignosulfonate and its derivatives, low molecular weight cellulose and its derivatives, hydroxycarboxylic acid (salt), organic phosphonic acid (salt), boric acid (salt), composite Things and so on.
- the cement waterproofing agent may include, for example, inorganic compounds and organic compounds, and the inorganic compounds may include ferric chloride, modified silicon, zirconium compounds, and the like.
- Organic compounds can include fatty acids and their salts, silicone surfactants (such as sodium methyl siliconate, sodium ethyl siliconate, polyethylhydroxysiloxane), paraffin, asphalt, rubber, and water-soluble resin emulsions . Silicone zirconium can be used in cement-based permeable crystalline waterproofing systems. Those skilled in the art can make appropriate selections according to the actual needs of the design.
- Fig. 9 is a schematic diagram showing a composite board with threaded braces according to the present application.
- Fig. 10 is a schematic diagram showing a composite plate with threaded braces according to the present application.
- Fig. 11 is a schematic diagram showing the threaded braces of the composite plate according to the present application.
- Fig. 12 is a schematic diagram showing the threaded braces of the composite plate according to the present application.
- a big disadvantage of cement preforms is that it is difficult to insert nails and has poor nail holding power.
- the composite board needs to be connected by nails (including bolts and nuts), that is, as mentioned above, unsaturated resin is added to the raised ribs or vertical ribs.
- Unsaturated resin refers to the polycondensation of dibasic acid and dibasic alcohol, which contains unsaturated dibasic acid or dihydric alcohol-containing linear polymer compound dissolved in monomer (usually styrene). liquid.
- the addition of unsaturated resin to the cement cured layer can reduce brittleness and enhance toughness and flexibility. By adding unsaturated resin, the cement cured layer can be screwed into self-tapping nails after curing, so as to solve the problems of difficult nail insertion and poor nail holding power of the composite board.
- the composite board may further include one or more threaded braces 40.
- One or more threaded braces 40 may be embedded in positions corresponding to the first raised rib 13c and the second raised rib 23c.
- the outer end surface 41 of the one or more threaded braces 40 of the composite board may be coplanar with the outer surface 11 a of the first substrate 11 or the outer surface 21 a of the second substrate 21.
- the outer end surface 41 of one or more threaded braces 40 may be higher or lower than the outer surface 11 a of the first substrate 11 or the outer surface 21 a of the second substrate 21.
- the outer wall surface of one or more threaded braces 40 of the composite board is provided with self-tapping threads 42.
- the threaded braces 40 can be embedded in the composite plate, or can be screwed into the composite plate through self-tapping threads 42. That is, in this case, the depth of the threaded braces 40 in the composite plate is adjustable.
- the internal threads in the threaded braces 40 can be screwed in to fix any objects that need to be fixed to the composite board, such as installing TV sets, air conditioners, switch seats, etc.
- the small holes can also be temporarily opened at the position of the raised ribs or vertical ribs of the composite board, and self-tapping is used. The nails are screwed into the composite board. This is also due to the addition of an appropriate amount of unsaturated resin to the cement cured layer at such a position.
- the composite board may further include a mark 50 indicating the locations of the first raised rib 13c and the second raised rib 23c.
- the composite board may further include a mark 60 indicating the positions of the first vertical rib 13d and the second vertical rib 23d.
- the composite board according to the present application includes a first board, a second board, and at least one connecting member connecting the first board and the second board together. Because the first board and the second board are the same in structure, they can be uniformly manufactured on a dedicated industrial production line, and then arranged relative to each other and joined together by at least one connector. Therefore, the following beneficial effects can be achieved: 1. The first plate and the second plate can be made with high precision through a dedicated industrial production line. Therefore, the accuracy and smoothness of the outer surface of the first plate and the second plate can be ensured by improving the accuracy of the mold. 2.
- the first raised rib and the second raised rib can ensure good opposition to each other, so that the The direction of the external force is applied to avoid warping or normal deformation of the composite board. 3.
- the first raised rib and the second raised rib are in the vertical direction, so the pressure bearing capacity of the composite board in the vertical direction is greatly improved.
- the first board includes a first stretch-resistant layer
- the second board includes a second stretch-resistant layer
- both the first stretch-resistant layer and the second stretch-resistant layer are set on the substrate with a predetermined tensile prestress And the compression layer, thus greatly improving the tensile strength and bending strength of the composite board. 5.
- the composite board according to the present application reduces the amount of cement curing layer used, reduces the weight of the composite board, and therefore greatly reduces the material cost, manufacturing cost and transportation cost.
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Abstract
Description
Claims (26)
- 一种复合板,包括:第一板,包括:第一基板,由水泥固化层形成,包括平面的外表面和与所述外表面平行设置的内表面,第一抗拉伸层,包括第一表面和与所述第一表面平行设置的第二表面,以预定的拉伸预应力设置为以其第一表面贴合于所述第一基板的所述内表面,以及第一抗压层,由水泥固化层形成,包括第一表面、与所述第一表面平行设置的第二表面、以及在所述第二表面上向外突出的多个彼此平行且均匀设置的第一凸起肋,所述第一抗压层设置为以其第一表面贴合于所述第一抗拉伸层的所述第二表面;第二板,包括:第二基板,由水泥固化层形成,包括平面的外表面和与所述外表面平行设置的内表面,第二抗拉伸层,包括第一表面和与所述第一表面平行设置的第二表面,以预定的拉伸预应力设置为以其第一表面贴合于所述第二基板的所述内表面,以及第二抗压层,由水泥固化层形成,包括第一表面、与所述第一表面平行设置的第二表面、以及在所述第二表面上向外突出的多个彼此平行且均匀设置的第二凸起肋,所述第二抗压层设置为以其第一表面贴合于所述第二抗拉伸层的所述第二表面;以及至少一个连接件,设置在所述第一板和所述第二板之间以刚性连接二者,使所述第一板的所述第一基板的所述外表面和所述第二板的所述第二基板的所述外表面之间以第一预定距离D1彼此平行,其中所述第一板的所述第一抗压层的所述第二表面和所述第二板的所述第二抗压层的所述第二表面设置为彼此面对,其中所述第一板的所述第一抗压层的所述第一凸起肋与所述第二板的所述第二抗压层的所述第二凸起肋相对设置且彼此保持第二预定距离D2,并且其中所述第一板的所述第一抗拉层的所述预定的拉伸预应力与所述第二板的所述第二抗拉层的所述预定的拉伸预应力相等。
- 如权利要求1所述的复合板,其特征在于,还包括第一防水材料层,由防水材料形成,包括第一表面和与所述第一表面相对的第二表面,设置在所述第一抗压层的所述第二表面和所述第一凸起肋上;以及第二防水材料层,由防水材料形成,包括第一表面和与所述第一表面相对的第二表面,设置在所述第二抗压层的所述第二表面和所述第二凸起肋上。
- 如权利要求1所述的复合板,还包括第一面层,设置在所述第一基板的所述外表面上;以及第二面层,设置在所述第二基板的所述外表面上。
- 如权利要求1所述的复合板,还包括第一网格布层,设置在所述第一抗压层的所述第二表面和所述第一凸起肋上;以及第二网格布层,设置在所述第二抗压层的所述第二表面和所述第二凸起肋上。
- 如权利要求2所述的复合板,其中,所述防水材料包括树脂复合材料。
- 如权利要求3所述的复合板,其中,所述第一面层和所述第二面层包括相同的树脂复合材料。
- 如权利要求1至4任何一项所述的复合板,还包括多个第一垂直肋,垂直于所述第一凸起肋且均匀地设置在所述第一凸起肋的任何两个之间;以及多个第二垂直肋,垂直于所述第二凸起肋且均匀地设置在所述第二凸起肋的任何两个之间,其中所述多个第一凸起肋和所述多个第一垂直肋在所述第一抗压层上形成网格,所述多个第二凸起肋和所述多个第二垂直肋在所述第二抗压层上形成网格,并且所述第一抗压层上的网格与所述第二抗压层上的网格彼此面对。
- 如权利要求1至4任何一项所述的复合板,其中,所述至少一个连接件为设置在一个方向上的边框。
- 如权利要求1至4任何一项所述的复合板,其中,所述至少一个连接件为设置在周边的边框。
- 如权利要求8所述的复合板,其中,所述边框设置在所述第一凸起肋和所述第二凸起肋之间。
- 如权利要求1至4任何一项所述的复合板,其中,所述第一板和所述第二板之间的空隙填充有填料。
- 如权利要求11所述的复合板,其中,所述填料包括轻质材料、隔音板或保温板。
- 如权利要求12所述的复合板,其中,所述轻质材料包括泡沫塑料、竹木屑、珍珠岩、泡沫混凝土之一,或者其两个或两个以上的任何组合。
- 如权利要求1至4任何一项所述的复合板,其中,所述第一凸起肋和所述第二凸起肋包括不饱和树脂。
- 如权利要求7所述的复合板,其中,所述第一垂直肋和所述第二垂直肋包括不饱和树脂。
- 如权利要求1至4任何一项所述的复合板,其中,所述第一抗拉伸层和所述第二抗拉伸层包括金属丝网、网格布、塑料孔板或金属孔板。
- 如权利要求16所述的复合板,其中,所述金属丝网包括钢丝网。
- 如权利要求16所述的复合板,其中,所述网格布包括玻璃纤维。
- 如权利要求1至4任何一项所述的复合板,其中,所述水泥固化层包括快硬早强硫铝酸盐水泥、铁铝酸盐水泥、硅酸盐水泥、氯氧镁水泥、磷镁水泥、高铝水泥之一,或者其中任何两个或多个的组合。
- 如权利要求19所述的复合板,其中,所述水泥固化层包括缓凝剂。
- 如权利要求19所述的复合板,其中,所述水泥固化层包括防水剂。
- 如权利要求1至4任何一项所述的复合板,还包括一个或多个螺纹牙套,埋设在与所述第一凸起肋和所述第二凸起肋对应的位置。
- 如权利要求22所述的复合板,其中,所述一个或多个螺纹牙套的外端面与所述第一基板的所述外表面或所述第二基板的所述外表面共面。
- 如权利要求22所述的复合板,其中,所述一个或多个螺纹牙套的外壁面设有自攻螺纹。
- 如权利要求1至4任何一项所述的复合板,还包括指示所述第一凸起肋和所述第二凸起肋的所在位置的标识。
- 如权利要求7所述的复合板,还包括指示所述第一垂直肋和所述第二垂直肋的所在位置的标识。
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