CN100497238C - Durable building article and method of making same - Google Patents
Durable building article and method of making same Download PDFInfo
- Publication number
- CN100497238C CN100497238C CNB2004800172322A CN200480017232A CN100497238C CN 100497238 C CN100497238 C CN 100497238C CN B2004800172322 A CNB2004800172322 A CN B2004800172322A CN 200480017232 A CN200480017232 A CN 200480017232A CN 100497238 C CN100497238 C CN 100497238C
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- roofing
- fiber
- cement
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Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D1/00—Roof covering by making use of tiles, slates, shingles, or other small roofing elements
- E04D1/12—Roofing elements shaped as plain tiles or shingles, i.e. with flat outer surface
- E04D1/16—Roofing elements shaped as plain tiles or shingles, i.e. with flat outer surface of ceramics, glass or concrete, with or without reinforcement
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B16/00—Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B16/04—Macromolecular compounds
- C04B16/06—Macromolecular compounds fibrous
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D1/00—Roof covering by making use of tiles, slates, shingles, or other small roofing elements
- E04D1/30—Special roof-covering elements, e.g. ridge tiles, gutter tiles, gable tiles, ventilation tiles
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00586—Roofing materials
- C04B2111/00594—Concrete roof tiles
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/30—Nailable or sawable materials
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/34—Non-shrinking or non-cracking materials
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D1/00—Roof covering by making use of tiles, slates, shingles, or other small roofing elements
- E04D1/30—Special roof-covering elements, e.g. ridge tiles, gutter tiles, gable tiles, ventilation tiles
- E04D2001/304—Special roof-covering elements, e.g. ridge tiles, gutter tiles, gable tiles, ventilation tiles at roof intersections, e.g. valley tiles, ridge tiles
- E04D2001/305—Ridge or hip tiles
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
A durable, nailable, lightweight and fire resistant fiber cement article that can be a cost-effective substitute for conventional building materials is provided. The fiber cement article can be profiled to resemble a roofing article such as a wood shake or slate. The fiber cement article incorporates a hydrophobe and a viscosity enhancing agent that are each selected to control the rate of hydration of the binder. The fiber cement article is durable, is walkable and nailable without cracking during installation and maintains walkablilty after exposure in service.
Description
Background technology
Invention field
[0001] in one embodiment, the present invention relates to the fibre reinforced cement goods, more specifically, relate to a kind of lightweight, durable and nailable fibre reinforced cement goods, these fibre reinforced cement goods can conveniently be installed as roofing tile.
Description of Related Art
[0002] for example slates and shingle are that two kinds of present world wides use comparatively general roofing goods (roofing article) for natural roof cladding.Yet there is shortcoming in these two kinds of goods.The slate roofing material is being exploited, is being shaped and installing very expensive.Shingle is typically made by mothproof China fir, and owing to the attractive in appearance and easy for installation of them receives an acclaim, but a small amount of supply of high-quality China fir and new building acts restriction are promoting to have the demand of the equivalent material of shingle outward appearance.
[0003] therefore, the concrete roof goods, fibre reinforced cement roofing tile for example has been developed into the substitute of shingle and slates.Yet the high-density that traditional fiber reinforced cement board roof cladding is had makes their extremely difficult nailings.Therefore, they typically are manufactured to the nail hole that has prebored hole.Yet, the shortcoming in prebored hole nail hole is, if preboring nail hole not with roof plate on anchor point align, then the roofing installation personnel does not almost have handiness, especially so-called " great-jump-forward coverture (skip-sheathing) " wherein covers the mode that sheet material is spaced and makes them can not align with prebored hole.For solving this shortcoming, the roofing installation personnel is filled the interval that great-jump-forward covers roofing usually with extra wrapper plate, and this has further increased roof weight and has prolonged the settling time.
[0004] affact when watt going up when pressure and pulling force, present existing cement composite material and concrete roof tile are also broken easily and are damaged.These concrete and cement roof material, especially thistle tile, innately frangible, and when walking in the above, be easy to split and breakage.Some cementitious composite roof claddings can have enough initial toughness and break with opposing in installation process, but along with always can become fragile working life, and become and can not walk.In order to solve this difficult problem, many manufacturerss recommend to use walking liner (walking pad) at present, walking sheet material, or below roof cladding, use polyurethane foam, help to distribute those because the maintenance purpose need be passed the personnel's on roof weight.Yet these extra protections are inconvenient and implement the cost costliness.
[0005] in addition, traditional concrete or cement composite material roofing tile make in the obducent installation of clashing on ridge (hip) or ridge (ridge) zone especially difficult.The roof generally is to make with different gradient (pitch) according to the architectural practice of locality.In order to cover ridge or ridge zone in an opposite direction, the hard concrete tile must be formed several different dihedrals, and in order to cooperate multiple roof style, manufacturers must have multiple dihedral.Other cement composite material roofing tile needs location and nailing conscientious and consuming time, and purpose is that ridge is clashed in assurance and the ridge zone is covered suitably.
[0006] roof cladding, especially slates, shingle or tile are typically installed in the mode of overlap joint to highest point or ridge from the base of roof line.If the end of roof covering row does not overlap any object, it will with difference thereon the angle of wicker angle lie on the roofing board.This not only can not make us accepting on attractive in appearance, and is clumsy architectural practice, because wicker is not supported by first row's object, and is easy to break.For overcoming this defective, for the roofing setter, traditional practice is to get slates, shingle or a tile, cuts from the centre, forms cant strip or eaves shop fixtures layer.Cant strip be placed in each row watt end below, make angle of end row and roof boarding orientation, this angle is approximately equal to the angle of wicker.Although this operation is reasonably from attractive in appearance and performance standpoint, its waste material and consuming time.
[0007] according to top described, therefore expectation provides a kind of light-weight, middle density to low-density fibre refinforced cement material, this material can nail on nail and not ftracture, expose to the open air to use and keep its initial toughness and walking afterwards, freeze/melt and keep its bending or tensile strength after exposing to the open air, and it is good to raise in the test (wind-uplifttest) performance at wind.In addition, also expectation provides a kind of light-weight, durable, nailable roofing goods, the similar natural shingle of these roofing goods, slates or other traditional roof cladding.And expectation provides the fibre reinforced cement roofing goods that can be used as ridge in an opposite direction or ridge coverture or cant strip.
[0008] overcome or improve at least a shortcoming of prior art, or the surrogate that provides usefulness is a purpose of the present invention.
Summary of the invention
[0009] on the one hand, the preferred embodiment of the invention provides the prescription of producing cement composite material roofing goods.This prescription comprises hydraulic cementing materials, gather materials, low density additives, fiber (fibers), hydrophobic materials, selected cement composite material roofing goods that prepare of these components wherein, the rupture modulus of these goods (MoR) is about 1.2MPa/Gpa or bigger with the ratio of Young's modulus (MoE), its density is about 1.6g/cm
3Or littler, and these roofing goods can follow closely, and resist stress induced breaking basically.In one embodiment, this prescription further comprises viscosity intensifier.In another embodiment, this prescription further comprises filler and pigment.Preferably, fiber is selected from cellulosic fibre, polypropylene fibre, trevira, polyolein fiber, nylon fiber and their combination.Preferably, hydrophobic materials is selected from stearate, siloxanes, paraffin, pitch and their combination.
[0010] another aspect, the preferred embodiment of the invention comprise a kind of cement composite material roofing goods, and its rupture modulus (MoR) is about 1.2MPa/Gpa or bigger with the ratio of Young's modulus (MoE), and density is about 1.6g/cm
3Or be littler, and can nail and do not cause stress induced breaking.In one embodiment, the roofing goods are roofing tile.In another embodiment, the roofing goods are configured to similar shingle or slates.In another embodiment, roofing tile has thickness and the about long-width ratio of 35:1 between about 5/16 to 5/8 inch.In another embodiment, the roofing goods further comprise at least one back-up coat (reinforcement layer), and it is placed on the roofing goods that meet with stresses in the zone, for example are fit to receive the zone of fastening piece.Preferably, back-up coat is selected from fibrous reticulum (fiber mesh), fabric (fabric), film and their combination.Back-up coat is embedded in the roofing goods, or is connected to the low surface of roofing goods.
[0011] on the other hand, the preferred embodiment of the invention comprises cement composite material roofing goods, and it is designed to cover the ridge or the ridge zone in an opposite direction on roof.These roofing goods comprise first part, and this first part comprises can be followed closely and the consolidating material of basic cracking resistance; Second section, this second section comprise can be followed closely and the consolidating material of basic cracking resistance.Preferably, first and second parts are coupled to each other by interconnecting piece with being hinged, make that at least a portion can be around the central shaft rotation by web member limited.In one embodiment, interconnecting piece comprises flexible reinforcement material, for example fibrous reticulum.Preferably, interconnecting piece is connected in these two parts the bottom surface of each.In one embodiment, the angle between two portions of roofing goods can be adjusted between about 30 to 180 degree.
The accompanying drawing summary
[0012] Figure 1A and 1B are the synoptic diagram of the different embodiments of cement composite material roofing goods of the present invention.
[0013] Fig. 2 provides the schema of the method for the cement composite material roofing goods of making the preferred embodiment of the invention.
[0014] Fig. 3 illustrates the water-intake rate comparison of the cement composite material roofing goods of making according to several different ingredients, comprises the prescription of the preferred embodiment of the invention.
[0010] Fig. 4 illustrate preferred embodiment cement composite material roofing goods freeze/melt performance and traditional high-density slabstone and shingle roof covering watt freeze/melt performance relatively.
[0015] Fig. 5 is the schematic bottom view of the cement composite material roofing goods of the preferred embodiment of the invention.
[0016] Fig. 6 illustrates to be assembled and is used to cover the sectional view of cement composite material roofing goods that the preferred embodiment in ridge or ridge zone is clashed on the roof.
DESCRIPTION OF THE PREFERRED
[0017] with reference to the accompanying drawings, in this same numeral part of TYP all the time.Some embodiment preferred of the present invention provide new formulation, and this new formulation is used to form the cement composite material building product with improved deflection or tensile strength.In one embodiment, this prescription generally includes hydraulic cementing materials, gathers materials low density additives, fiber (fibers), water and preferably can be by heat activated hydrophobic additive.In another embodiment, prescription further comprises viscosity intensifier, pigment and mineral filler.In some embodiments, be made into shapable cement slurry, be shaped to building product, under high temperature and high humidity, be cured then according to the formed cement admixture of preferred prescription.Preferably, by partially hydrated and sclerosis, density is less than about 1.6g/cm according to wherein cement
3, preferably less than about 1.2g/cm
3Mode come cured article.Equally preferably, the hardened material ratio that should have rupture modulus (MoR) and a Young's modulus (MoE) is at least about 1.2 (MPa/Gpa).This ratio also is that strain and flexible are measured.The inventor be surprised to find middle density that the formed MoR/MoE of having ratio is at least about 1.2MPa/Gpa to low-density fibre refinforced cement goods when being used as roofing tile, what can obtain to expect follows closely and walking property performance.In addition, when the aging of product, these materials can keep walking property in use.
[0018] the various component of prescription that is used to form the cement composite material roofing goods of preferred embodiment is described below in more detail.
Hydraulic cementing materials
[0019] hydraulic cementing materials comprises Portland cement (silicate cement), high-alumina cement, lime, GBFS, cement and gypsum plaster or their mixture.In one embodiment, the prescription of cement composite material goods comprise by butt weight calculate about 15% to 50%, more preferably about 25% to 45% Portland cement (I, II or III type).The inventor sets about from opposite with traditional thinking mode, the hydraulic cementing materials of lower aq is joined in the prescription, because the fibre reinforced cement prescription of roofing goods typically has high cement content, the most typically, calculate by weight approximately between the 50%-80%.Advantageously, the preferable range that the inventor has been found that hydraulic cementing materials content is synergistically in conjunction with other component of this prescription, thereby produces more hard matrix material, and its easier nail is therefore more useful on roofing is used.
Gather materials
[0020] gathers materials and comprise siliceous material, for example diatomite, ground silica, rice hull ash, blast-furnace slag and cigarette ash.In one embodiment, gathering materials has high surface area, and selected next and hydraulicity gelling material reaction, and for example Portland cement generates the durable base-material (matrix) that suitable composite product is expected application.Some roofing goods are used, pressed butt and calculate, prescription comprises about 15%-50%, the ground silica of preferably approximately 25%-45%, preferred 200 orders.Gathering materials that other is suitable can comprise; but be not limited to soft silica, granulation slag, steel slag, mineral oxide, sand, coal combustion byproduct, Wingdale, clay, magnesite (magnasite) or rhombspar, metal oxide and oxyhydroxide or their mixture.Can based on gather materials with prescription in other component consistency and/or according to them the influence of overall composite material strength, toughness and density is selected to gather materials.
Low density additives
[0021] low density additives (low density additives) (LDA) can comprise hollow ceramic or glass granules, diatomite, synthetic silicic acid hydrate of calcium and coal combustion residue, for example bottom ash, or their mixture in some embodiments.In a preferred embodiment, prescription comprises the LDA that calculates about 1%-50% by butt weight, preferably less than 20%, and more preferably about 2.5%-10%.In one embodiment, LDA comprises having the bottom ash of particle diameter less than about 1/8 inch (3mm), is more preferably less than about 1/16 inch (1.5mm).In another embodiment, LDA comprises having pellet density less than about 2.3g/cm
3The lightweight coal ash, its mean particle size is about 100 microns.In another embodiment, before LDA adds mixture, handle LDA with hydraulic material, hydraulic material is silane, wax, stearate or other hydrophobic materials for example.But one of purpose of LDA is to alleviate the gross weight of matrix material and improve its nailability.LDA can be added separately or with other component.In one embodiment, LDA is selected because of itself and hydraulic cementing materials and/or the consistency of gathering materials, and makes cost optimization, has reduced its negative impact to total composite material strength and water-intake rate simultaneously.
Fiber-like
[0022] fiber can comprise the mixture of staple fibre class and macrofiber class.The contriver has found that the mixture of these two types of fibers gives the feature combination of formed matrix material uniqueness, and this generally is not found in the made material of prior art.This feature is in conjunction with comprising nailability, splitting resistance and toughness.
The staple fibre class
[0023] in one embodiment, the staple fibre class has the length less than about 3mm.Because its weight reduces characteristic and the staple fibre class is preferably selected in nailability and flexible influence.On some are used, preferred hollow low-density fibre class, for example polymer fiber or cellulosic fibre.In a preferred embodiment, the staple fibre class comprises bleaching or unbleached Kraft fiber, and it has about 2 to 3mm length with less than about 40 microns diameter.For further reducing the influence of fiber to suction and wearing quality, also can handle fiber with hydrophobic material, this hydrophobic material is silanol for example, wax stearate or other hydrophobic material.
[0024] randomly, can use biocides mass treatment cellulosic fibre, this biocides material is compatible with cement material, and will keep the biology of the scheduled time to kill activity in the length of life with any cement products of its manufacturing.Should select to stop effectively and be positioned at fiber or above the contiguous cement matrix or the biocides of near fungi, bacterium, algae or lichens growth.
[0025] such biocides example is described in PCT publication WO 0232830A1, and its full content is introduced at this, as a reference.
The macrofiber class
[0026] in one embodiment, the macrofiber class is relatively thin and snappiness, length is arranged greater than the about fiber of 9mm.Macrofiber preferably is selected to the toughness of reinforced composite.Include, but not limited to polymer fiber or glass fibre to increasing the helpful fiber-like of toughness, preferably those with can use gelling material and/or gather materials system and the compatible fiber of curing.Such fiber can include, but not limited to polyolefine, polymeric amide, polyester, polypropylene, polymethylpentene, polyacrylonitrile, polyacrylamide, viscose glue, nylon, PVC, PVA, regenerated fiber, carbon, glass or their any mixture.Polymer fiber or glass fibre also can be hollow.In one embodiment, macrofiber preferably on the length less than between the about 10-20mm, more preferably length is approximately between the 9-15mm.On some roofings were used, macrofiber comprised that length is about 20mm, was approximately the 5 DENIER polypropylene fibre of (5 DENIER are represented great about 5 grams of about 900 meters fiber).Alternatively, fiber can have essentially identical length or width with the goods of finishing, and with goods by pultrusion (pultruded).In some embodiments, can on fiber, use Hydrophilic Surface Treatment, to improve processing and moistening.Also can handle fiber with antioxidant and the strongthener of anti-UV.The glass fibre that be fit to use comprises alkali resistant glass fibre, E-glass fibre, have the glass fibre of polymeric coating and have the glass fibre of the coupling agent compatible with the alkaline cement material.Above-mentioned polymerization or glass fibre also can be introduced the biocides material, this biocides material or conduct are to the surface treatment of fiber, perhaps, more effectively stop to be positioned on fiber or the contiguous cement matrix or near the growth of fungi, bacterium, algae or lichens as the integral part of fiber.
Back-up coat
[0027] in some embodiments, the enhancement layer that comprises fibrous reticulum, fabric or polymer metal film also can be introduced in the cement composite material goods, or be placed on the cement composite material goods, mode is similar to disclosed mode in published U. S. application 20030054123, its full content is introduced at this, as a reference.Back-up coat can comprise any reinforcement material, for example, but is not limited to fiber, polypropylene, nylon, glass, nylon or metal.In one embodiment, back-up coat is net (mesh) or fabric, and it is for weaving or nonwoven, but the Polygons or the circular hole that preferably have rule.Net can comprise hollow fiber.Net is preferably had is no more than 20% elongation at break.Net also should have high alkali resistance, high anti-UV, and long-term durability, fire-resistant, and have predetermined tensile strength.Enhancement layer also should have high alkali resistance, high anti-UV, and long-term durability, fire-resistant, and have predetermined tensile strength.Many polymkeric substance are arranged, metal, glass web or other available material can be selected to satisfy these standards.Only for example, have about 4mm to about 6mm aperture, base unit weight (basis weight) is about 50 to 180g/m
2, tensile strength is successfully used at per 12 about 350 to 2000N glass of bundle or polymeric web.By layer is embedded goods, or utilize suitable adhesive that it is adhered to the surface, can be back-up coat, for example net is applied to the roofing goods with its original state, for example can use polyurethane binder, hot melt polyurethane tackiness agent, Gorrilla
Or resemblance.Back-up coat also can form described goods with cement slurry by pultrusion.Alternatively, back-up coat also can be embedded into whole roofing goods by in the coextrusion cement layer.Back-up coat also can be applied to the surface of sclerosis roofing goods with the tackiness agent that is fit to.
[0028] it is as shown in table 1 that some are suitable as the net materials example of back-up coat.
| Net | Manufacturers/product | Net materials | The net size | Net weight/area lbs/1000ft 2 | Net tensile strength (newton/12 bundles) |
| A | Jiebang?FiberglassCo?LtdAR?4×4-100L | AR glass | 4×4mm | 180 | 1820 |
| B | Jiangsu?JiudingCAG80?6-5 | The E glass of coating | 4×4mm | 80 | 650 |
| C | Conwed?PlasticsR07822 | Extruded polypropylene | 6.35×6.35mm | 58 | 355 |
| D | Nylon | 6.35×6.35mm |
[0029] will give more detailed description as following, in some embodiments of the present invention, back-up coat two the roofing goods that can be used to be articulated and connected along the adjacent side, mode is that goods can be placed neatly along the ridge line on roof or the ridge zone in an opposite direction on roof.
Hydrophobic materials
[0030] hydrophobic materials can pass through a lot of diverse ways, reduces the water-intake rate of matrix material, for example by the absorption of restriction liquid water and/or the hydration speed of participation control cement cementitious material.In one embodiment, based on the efficient of hydrophobizing agent, to the influence of gelling material hydration, with and dispersiveness select hydrophobizing agent.Operable hydrophobizing agent includes, but not limited to soap, preferred stearate, more preferably Zinic stearas.The example of the hydrophobic substance that other can be used includes, but are not limited to organosilicon for example silane, siloxanes and estersil (siliconates), paraffin, paraffin wax emulsion, pitch or analogue.In some roofings are used, add hydrophobizing agent the water-intake rate of matrix material can be reduced to be lower than calculate by weight about 10%, even after in water, flooding about 24 hours.Above-mentioned hydrophobic substance can combine with cement matrix is whole.Also hydrophobic substance can be applied to the hydrophilic fibers that is added in the cement matrix, for example cellulosic fibre.Also the hydrophobic substance of milk sap, suspension or powder form can be applied to and use said the present invention to fill a prescription on one or more surfaces of formed goods.
Viscosity intensifier
[0031] viscosity intensifier (viscosity enhancing agent) (VEA) is defined as influencing the material of the workability and the moldable property of uncured cement composition at this, this material by with uncured composition in free water is reversible combines, influence the operability of its free water and stop the cement hydration effect and bring into play described influence.The example of VEA comprises ether of cellulose, clay and other synthetic organic water-soluble polymer.In one embodiment, common preferred cellulose ether is used alone or as a mixture the ether of cellulose of any following type: methyl hydroxyethylcellulose, hydroxymethyl ethyl Mierocrystalline cellulose, hydroxyethyl propyl cellulose, Vltra tears and Natvosol.In addition, the ether of cellulose with other type of same or similar performance also will go on well.On some roofings were used, VEA preferably included hydroxyethylmethyl-cellulose.Suitable VEAs can comprise the Chemical by Dow, the ether of cellulose of all manufacturing levels (manufacture grade) that Shin Etsu Chemical and Wolff Walsorode make.In fact, when product touches parts, during products solidifying and in the time limit of service of product, can reach the waterproof degree and the predetermined hydration rate of expectation by utilizing synergy unique between VEA and the hydrophobic materials.
Filler
[0032] mineral filler can be added in the prescription, so that specific desired effects to be provided, for example particulate filling, but nailability, the toughness of improvement, or the cost that reduces.Carbonate, borate or metal oxide can be made appropriate filler.In some roofings were used, preferred nominal particle size was about 20 microns or littler lime carbonate.
Pigment
[0033] in some applications, can use pigment, painted cement composite product.Preferred selection has long-time colour stability and the pigment compatible with selected gelling material.In some roofings are used, select stable mineral dye and the Portland cement-based gelling material of alkali to unite use.Preferably, some pigment are also selected helps slow setting cement and controls the cement hydration effect.In some embodiments, preferred pigment comprises transition metal oxide, ferric oxide for example, chromic oxide etc.Also can use powdery carbon, as carbon black.In some embodiments, can with do or add pigment with the aqueous suspensions form.In some preferred roofings were used, pigment comprised the carbon black of about 0.35% red iron oxide and about 1% or the mixture of Black Rouge.
Water
[0034] in some embodiments, provide the required water of proper density and initial properties in the prescription of mixture in about scope of 26% to 32%, an embodiment is about 30%.The percentage composition of water can be calculated as [quality of water/(quality of the quality of water+dried component)] * 100.When calculating metering water, need to measure and deduct then the water that is present in any solids fraction.
[0035] table 1 provides the formula range of the cement composite material goods of certain preferred embodiments of the present invention.
Table 1: the formula range of the cement composite material goods of certain preferred embodiments of the present invention
[0036] Figure 1A is the synoptic diagram according to the formed cement composite material roofing of the prescription of a preferred embodiment of the present invention goods 100.Shown in Figure 1A, roofing goods 100 have the outward appearance of conventional wood panels watt, preferably have about 22 inches length, about 12,7 or 5 inches width, the thickness of 5/16 to 5/8 inch scope.In one embodiment, roofing goods 100 preferably have about 35 to 1 length than wide aspect ratio.
[0037] Fig. 2 B is the synoptic diagram according to the formed another kind of cement composite material roofing goods 150 of the prescription of another preferred embodiment of the present invention.Shown in Figure 1B, roofing goods 150 have the outward appearance of traditional slates, preferably have about 22 inches length, about 10 inches width, and about 5/16 inch thickness.Preferably, roofing goods 150 have about 70 to 1 length and width aspect ratio.The fibre reinforced cement roofing goods that also will recognize preferred embodiment can be size miscellaneous, for example have the mean aspect ratio less than about 160, in one embodiment, and less than about 50.
[0038] are light-weight according to the formed roofing goods 100 of above-mentioned prescription and 150, can follow closely, cracking resistance, and have high limit strain and low water absorbable.Freeze/melt and/or periodically wet/dried/charing effect circulation time when the roofing goods are subjected to periodicity, the roofing goods show that preferably substantially the same or improved bending strength and z-are to tensile strength.
[0039] Fig. 2 is the fill a prescription synoptic diagram of method 200 of formed roofing goods of the fibre reinforced cement of making the preferred embodiment of the invention.Described method comprises the following steps.
[0040] step 210: form even chylema body
[0041] in step 210, under the concentration level of the described any embodiment of table 1, raw material weighing is put into stirrer, blending machine, or in mixing machine (compounder) or the similar machine, for example
Stirrer or
Stirrer.These materials mix with water, so that water and solid ratio are about 35% to 45%, more preferably about 40% to 43%.These components are stirred basic slurry uniformly.
[0042] step 220: form goods
[0043] in step 220, even substantially chylema body is extruded, in molded or mold pressing progressive die tool, mould or any type of molding equipment, or by roll-in (roll press), forms the roofing goods with expectation profile.If use extruding or roll-in, can form batten, and this batten can be cut into fritter subsequently with final roofing article cross sections profile.Alternatively, when slurry was in uncured " initially " state, this batten can be cut into the batten of polylith intermediate length, after goods are cured according to method described herein, subsequently batten was cut into final size.When the bar plate member of batten or intermediate length keeps " initially " state of non-self-supporting, carry out embossing described herein (emboss) at them, solidify and during application step, preferably support them with hardboard or net or bottom die (bottom mold).
[0044] step 230: the adding of the embossing/net of goods
[0045] in step 230, by for example embossing roller press (embossding roll), graining board or any other graining device known in the art are with the optional one or both sides of giving these goods of at least a decorative pattern.In a preferred embodiment, when goods were embossed, fabric (fabric) or net (mesh) were applied to the bottom surface of described goods, make this fabric or net be embedded into the bottom surface of goods.
[0046] step 240: the curing of goods
[0047] in step 240,, make described goods reach the state of a kind of curing and self-supporting by goods are solidified for some time of preliminary election under predetermined temperature and humidity environment.Such curing result is that hydration takes place cement cementitious material only part.Can be cured for example electrically heated chamber or stove, steam heating chamber or stove, air blast heating chamber or stove by any way.Preferably, described process furnace or chamber comprise for example steam injection of humidification means, spraying, ultrasonic atomizatio (ultrosonic misters) or similar means.Can pass through heating chamber or stove continuously in batches or with material, finish and solidify or sclerosis.Above-mentioned heating chamber or stove also can be subdivided into the district, and each district has predetermined temperature and humidity, preferred 35 ℃-90 ℃ temperature range, and 10～60% relative humidity.
[0048] can under almost any range temperature that be fit to realize predetermined goods state of cure, density and bending strength and humidity condition, finish the curing of goods.Preferably, goods are cured according to the mode of the MOR/MOE ratio with about at least 1.2 (MPa/GPa).Can separately or be used in combination steam box (steam chest), moisture curing case, intensity, moistening tank or stove, to obtain realizing that this MOR/MOE is than required temperature and humidity condition.For the prescription described in the embodiment 1, utilize climate cabinet (climate chamber), goods were exposed to the open air under the RH of about 140 ℉ and about 40% (relative humidity) about 3.5 hours, under about 113 ℉ and about 20%RH, exposed to the open air about 6.5 hours then, solidify this goods.For the prescription described in the embodiment 2, by with sample through having the gas heating stove in a plurality of zones, the described sample that hardens, up to obtain MoR/MoE than till 1.2, have temperature, humidity and the residence time of selection in wherein every district.
[0049] contriver finds, in conjunction with the regioselective hydration treatment effect of VEA and hydrophobic materials, the partly solidified of the goods that form gives building product some favourable characteristics.By these factors of careful control, the contriver is surprised to find, although have the thickness of low density and reduction, but can obtain nailability, be suitable for walking, toughness and intensity by the prescription of the preferred embodiment of the invention and according to the formed goods of the method for the preferred embodiment of the invention.Thus formed goods also are found in and can keep in the accelerated weathering test or even improved their key property.
[0050] step 250: the coating of goods
[0051] in step 250, cured plate is cut into the single goods of various size by jetting.Coating if desired, on all face of goods then by acrylic latex sealing material spraying sealing.Use the plate surface temperature that continuous infrared rays (IR) drying oven produces to be enough to drying and to solidify sealing material, can solidify sealing material.Selected plate surface temperature depends on concrete sealing material prescription, yet the plate surface temperature between 200 to 375 ℃ is typical.Coating can be selected to increase the outward appearance of goods, for example by specific color or gloss is provided.Coating also can be selected to reduce or suppress weathering.
[0052] step 260: the packing of goods
[0053] in step 260, goods are stacked, packaged then transportation.In one embodiment, plate is preferably stacked face-to-face in the alternative layer and is stacked back-to-back, and ties up great about 30 pounds of every bundle with strap.
[0054]
Embodiment 1
[0055] in this embodiment, utilize aforesaid method 200, make the roofing goods by the slurry that mixes according to prescription as follows.
About 30.9% gelling material (II type Portland cement)
About 30.9% gather materials (200 order silicon sand)
About 0.4% macrofiber (5 DENIER * 15mm polypropylene fibre)
About 5% staple fibre (bleached pulp)
About 25% low density additives (bottom ash, be sieved to excessively＜3mm)
About 0.75% hydrophobic materials (Zinic stearas)
About 0.8% VEA
Hydroxyethylmethyl-cellulose)
About 0.35% red pigment (red iron oxide)
About 1% black pigment (carbon black)
About 5% filler (lime carbonate-20 micron)
[0056] utilizes and to have that normal business is supply, automatically controlled climate cabinet, goods at about 140 ℉ with approximately exposed to the open air about 3.5 hours under the 40%RH, then at about 113 ℉ with approximately exposed to the open air about 6.5 hours under the 20%RH, are solidified described goods.
[0042]
Embodiment 2
[0057] in this embodiment, utilize aforesaid method 200, make the roofing goods by the slurry that mixes according to prescription as follows:
[0058] about 40.35% gelling material (II type Portland cement)
[0059] about 40.35% gather materials (200 order silicon sand)
[0060] about 0.4% macrofiber (5 DENIER * 15mm polypropylene fibre)
[0061] about 5% staple fibre (bleached pulp)
[0062] about 5% low density additives (lightweight fly ass)
[0063] about 0.75% hydrophobic materials (Zinic stearas)
[0064] about 0.8% VEA (hydroxyethylmethyl-cellulose)
[0065] about 0.35% red pigment (red iron oxide)
[0066] about 1% black pigment (carbon black)
[0067] about 5% filler (lime carbonate-20 micron)
[0068] table 2: mechanical property
| Performance (unit) | Embodiment 1 | Embodiment 2 |
| Rupture modulus MoR (MPa) | 3.8 | 4.2 |
| Young's modulus MoE-(GPa) | 2.5 | 1.8 |
| The MoR/MoE ratio | 1.52 | 2.33 |
| The stove dry density | 1.175 | 1.15 |
| Z is to tensile strength ZDT (MPa) | 0.75 | 0.75 |
| ZDT (MPa) behind 80 freeze-thaw cycle | 1.48 | 1.48 |
| The %ZDT conservation rate | 197％ | 197 |
[0069] table 2 has been summed up the mechanical property of an embodiment of the formed roofing goods of prescription shown in the embodiment 1.
[0070] according to ASTM D6272, utilize four-point bending test (four point bendtest), measure the rupture modulus and the Young's modulus of kiln dried sample.Employed freezing/melt the round-robin test method comprises that (44mm * 44mm) be placed on the limit of shallow plastic containers is so that the about 22mm in bottom is submerged with sample.Then sample is placed in the environmental chamber (environmental chamber), and according to following program loop (note: following temperature representative sample temperature, but not the temperature of simulation box):
[0071] kept 1 minute down at about 20 ℃;
[0072] from approximately+20 ℃ dropping to-20 ℃ ± 1 ℃, the time is not less than about 1 hour and is not more than about 2 hours;
[0073] approximately-20 ℃ ± 1 ℃ under, kept about 1 hour;
[0074] from approximately-20 ℃ rise to+20 ℃ ± 1 ℃, the time is not less than about 1 hour and is not more than about 2 hours;
[0075] approximately+20 ℃ ± 1 ℃ under, kept about 59 minutes
[0076] after 80 circulations, take out sample and also weigh, in about 105 ℃ forced air drying stove dry about 24 hours then, weigh and be placed in the moisture eliminator and cool off.By tensile test fixture (tensile test jig) is bonded on each face of sample, the Z-of measure sample is to tensile strength.Before the test, under the relative humidity of about 23 ℃ temperature and 50%,, put into proper mechanical capacity testing apparatus (for example Instron test fixture) then, and axially bear a heavy burden, till fracture along the Z axle with about 18 hours of sample balance.
[0077] sample in one embodiment of the invention be configured to z-to tensile strength show not have significantly loss, and the contriver be surprised to find this sample freezing through 80 times/melt circulation after, on intensity, have basic increase, increased about 197%.
[0078] Fig. 4 shows this material and the known high-density fiber refinforced cement of prior art plate, and a kind of performance of the medium density fiber refinforced cement plate that utilizes the commercial offers that polymer emulsion makes water-resisting agent relatively.
Water-intake rate
[0079] after Fig. 5 illustrated and is immersed in various fibre reinforced cement composite samples in the water, quality in time increased.Prescription A is produced according to one embodiment of the invention.Notice that although the cement composite material of handling with polymer emulsion provides the water-repellancy of short period of time, yet through after 10 hours, its weight increases similar with the fibre reinforced cement matrix material that does not adopt the hydrophobic materials processing fully.
Wind is raised test
[0080] adopt the wind of ICBO AC07. to raise test, the acceptance criterion of special roof system (Acceptance Criteria for Spcial Roofing Systems) one the 4.3rd joint is estimated according to screening formulation of the present invention and the prepared goods of method.Exemplary as shown in table 3 below.As shown in table 3, the goods of making of the embed type net can bear the highest exerting pressure (calculating with inch water), for preferably, also demonstrate improvement although adhere to reticulation than the goods that those do not have net or fabric reinforcement.
| Net | Net materials | The placement of net | Wind is raised performance (inch water) |
| A | AR glass | Embed type | 22 |
| B | The E glass of coating | Embed type | 15 |
| C | Extruded polypropylene | Embed type | 9 |
| D | Nylon | Be attached to the surface | 8.25 |
| Contrast | Do not have | Do not have | 7 |
Table 3
[0081] Fig. 5 illustrates the back surfaces 501 of roof cladding goods 500, for example the described roof cladding goods of Figure 1A and Figure 1B.As shown in Figure 5, when the roofing goods also are in the state of initial slurry shape,, back-up coat is introduced the back surfaces 501 of roofing goods 500 by preferably back-up coat being imbedded in the goods.Alternatively, preferably be in original state when the back side of roofing goods 500, when perhaps being in hardened, self-supporting state, use suitable tackiness agent or fastener means, back-up coat 502 also may be attached to the back surfaces of roofing goods 500.Back-up coat 502 can comprise a lot of different materials, includes, but not limited to net, fabric or film.
[0082] in some embodiments, preferably back-up coat is placed on that roofing goods 500 tighten device such as nail is driven in the zone of passing these goods.As shown in Figure 5, back-up coat 502 comprises two restraint location 503A being placed on roofing goods 500 and the reticulation on the 503B.This reticulation is driven into the position of passing goods at fastening piece and advantageously reinforces roofing goods 500, if the overload that is caused by stress causes the appearance of breaking, this will help to keep goods intact.This reticulation also strengthens goods and bears stress from wind, foot-operated, hail and similar factor.
[0083] in a preferred embodiment, roofing goods 500 are about 22 inches long, and back-up coat 502 extends along the back side of roofing goods 500, its extended distance is at restraint location 503A and about 2 inches places above the 503B, and about 8 to 10 inches places below restraint location 503A and the 503B.In another preferred embodiment, roofing goods 500 are approximately 22 inches long, and back-up coat 502 extends along the back side of roofing goods 500, its extended distance is about 2 inches places on restraint location 503A and 503B, and extend to the edge of the roofing goods 500 that are positioned under restraint location 503A and the 503B.In this manner, roofing goods 500 can be resisted the crack propagation (propogation) when being fixed to roof boarding, and opposing is applied to breaking that foot-operated, the hail in roofing goods climate exposure zone etc. causes.The roofing goods of this embodiment are also reinforced well, and opposing wind is raised breaking in the test.
[0084] although Fig. 5 has showed a kind of rectangular roofing goods 501, but be to be understood that, the roofing goods of preferred embodiment can be Any shape or profile, and be to be understood that, more than one deck back-up coat can be used on a plurality of positions of roofing goods 500, and described back-up coat can overlap each other, perhaps can not overlap each other.Back-up coat also can be placed on the surface of roofing goods or on the different surfaces.
[0085] Fig. 6 illustrates the sectional view of the roofing article assembly 600 of another embodiment, and this roofing article assembly 600 is configured to cover the ridge or the ridge zone in an opposite direction on roof.As shown in Figure 6, roofing article assembly 600 generally includes at least two kinds of single-piece roofing goods 601A and 601B, and this single-piece roofing goods 601A and 601B are made of roofing shingle, slates or similar articles.Described two kinds of roofing goods 601A, 601B are hinged and link together by engaging 602.Engage 602 and preferably include back-up coat, for example net (mesh), fabric (fabric) or film.Preferably, reinforcing network as described above mode get adhered or imbed the back side of roofing goods.Joint can be along the continuous edge ground or the stretching, extension discontinuously of roofing shingle or slates.In one embodiment, can be with preventing UV and/or water-proof coating or layer, for example silicone resin, acrylic silane (silane acrylic) or polyurethane-base coating are handled or dipping back-up coat zone.
[0086] some embodiment preferred of the present invention provide glued prescription (cementitiousformulation), and this gluing prescription comprises gelling material, gathers materials low density additives, macrofiber, staple fibre, hydrophobic materials and viscosity intensifier.In one embodiment, the selected hydration speed of controlling gelling material of hydrophobic materials and viscosity intensifier.Preferred binding composition can be used to production lightweight, the durable and roofing goods that can follow closely, for example roofing tile.In another preferred embodiment, binding composition is squeezed into the roofing goods of predetermined length and wedge-shaped cross-section, and as eaves shop fixtures layer or cant strip, it is installed in below end row of the roofing goods that are positioned on the roof.In one embodiment, the roofing goods comprise the lightweight binding composition, and its density is less than about 1.2g/cc.In one embodiment, the composition of roofing goods is designed to keep after 80 times freeze/melt circulation or increase its z-to tensile strength.In one embodiment, the roofing goods have the MOR/MOE ratio greater than about 1.2MPa/Gpa.In another embodiment, the roofing goods are at its back side, pass on the zone that goods enter into load-bearing frame around fastening piece and introduce reinforcing network or fabric.
[0087] preferred embodiment of the invention provides a lot of benefits.Preferred embodiment provides the fibre reinforced cement composite-material formula, described fibre reinforced cement composite-material formula can form and can follow closely, durable and light-weight material of construction, and this material of construction freezes/melt stability by having especially in conjunction with hydrophobic substance and viscosity intensifier.In addition, embodiment preferred provides the fibre reinforced cement roofing goods of density less than about 1.6gm/cc, and these fibre reinforced cement roofing goods can not broken by nailing, and, even freeze at 80 times/melt circulation after, its z-does not reduce substantially to tensile strength.Preferred embodiment also provides and forms described the nail and the method for durable roofing tile.In addition, formed matrix material in outward appearance, handle and install similar wood materials.Can under the situation as setting accelerator, polymer emulsion or silicon ash (silica fume), make formed matrix material at the additive of use cost costliness not, to improve the performance of cement composite material.When some embodiment preferred are introduced into the in an opposite direction ridge on roof or ridge coverture, described coverture be durable, be fit to walking, can follow closely, and can be placed on the roofing of any gradient (pitch) or design.
[0088] although the of the present invention basic new feature that the preferred embodiment of the invention is showed, described and points out to be applied to these embodiments, but should be appreciated that with various omissions, replacement and the variation of concrete prescription form, goods and the method for institute's example and can be implemented in the case without departing from the scope of the present invention by those of ordinary skills.Therefore, scope of the present invention should not be limited to foregoing description.
Claims (6)
1. nailable glued building product comprises:
Constitute the hydraulic cementing materials of described goods 15-50wt%;
Constitute gathering materials of described goods 15-50wt%;
Constitute the low density additives of described goods 1-50wt%;
Fiber;
Viscosity intensifier;
Hydrophobic materials; And
Wherein, described hydraulic cementing materials is by partially hydrated, and wherein said building product has 1.6g/cm
3Or the ratio of littler density and 1.2MPa/GPa or bigger rupture modulus and Young's modulus; Described building product is resisted stress induced breaking basically.
2. the described building product of claim 1 further comprises filler and pigment.
3. the described building product of claim 1, wherein said fiber comprises macrofiber and staple fibre.
4. the described building product of claim 1, wherein said fiber is selected from cellulosic fibre, trevira, polyolein fiber, nylon fiber, and their combination.
5. the described building product of claim 4, wherein said polyolein fiber is a polypropylene fibre.
6. the described building product of claim 1, wherein said hydrophobic materials is selected from stearate, silicone resin, paraffin, pitch, and their combination.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US48030403P | 2003-06-20 | 2003-06-20 | |
| US60/480,304 | 2003-06-20 |
Related Child Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA200810181348XA Division CN101481234A (en) | 2003-06-20 | 2004-06-21 | Durable building article and method of making same |
| CNA2007101397013A Division CN101089324A (en) | 2003-06-20 | 2004-06-21 | Durable building article and method of making same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1809514A CN1809514A (en) | 2006-07-26 |
| CN100497238C true CN100497238C (en) | 2009-06-10 |
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| CNA2007101397013A Pending CN101089324A (en) | 2003-06-20 | 2004-06-21 | Durable building article and method of making same |
| CNA200810181348XA Pending CN101481234A (en) | 2003-06-20 | 2004-06-21 | Durable building article and method of making same |
| CNB2004800172322A Expired - Fee Related CN100497238C (en) | 2003-06-20 | 2004-06-21 | Durable building article and method of making same |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
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| CNA2007101397013A Pending CN101089324A (en) | 2003-06-20 | 2004-06-21 | Durable building article and method of making same |
| CNA200810181348XA Pending CN101481234A (en) | 2003-06-20 | 2004-06-21 | Durable building article and method of making same |
Country Status (9)
| Country | Link |
|---|---|
| EP (1) | EP1631532A2 (en) |
| JP (1) | JP2007528335A (en) |
| KR (1) | KR20060063793A (en) |
| CN (3) | CN101089324A (en) |
| AU (1) | AU2004249780A1 (en) |
| CA (1) | CA2525616A1 (en) |
| NO (1) | NO20060298L (en) |
| NZ (2) | NZ543696A (en) |
| WO (1) | WO2004113248A2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107257779A (en) * | 2015-02-23 | 2017-10-17 | 莫尼尔屋面有限公司 | Roof tile and the method for producing the roof tile |
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| EP1776216A4 (en) | 2004-06-24 | 2009-04-08 | Century Board Usa Llc | Continuous forming apparatus for three-dimensional foamed products |
| US7794224B2 (en) | 2004-09-28 | 2010-09-14 | Woodbridge Corporation | Apparatus for the continuous production of plastic composites |
| US7595092B2 (en) | 2006-03-01 | 2009-09-29 | Pyrotite Coating Of Canada, Inc. | System and method for coating a fire-resistant material on a substrate |
| US20070222106A1 (en) | 2006-03-24 | 2007-09-27 | Century-Board Usa, Llc | Extrusion of polyurethane composite materials |
| MX2008011964A (en) * | 2008-09-19 | 2010-03-19 | Patricio Miguel O Farrill Gonzalez | A gelled or thick composition of cellular mortar base on polyol foam for coating walls, slabs and ceilings, as well as for manufacturing constructive elements in moulds and applying or casting the same in constructive elements of ferrocement, isolati |
| US8846776B2 (en) | 2009-08-14 | 2014-09-30 | Boral Ip Holdings Llc | Filled polyurethane composites and methods of making same |
| US9481759B2 (en) | 2009-08-14 | 2016-11-01 | Boral Ip Holdings Llc | Polyurethanes derived from highly reactive reactants and coal ash |
| DE102010047254B4 (en) * | 2010-10-01 | 2017-02-02 | Doka Industrie Gmbh | Wood composite |
| FR2969671B1 (en) * | 2010-12-22 | 2012-12-28 | Onduline Sa | PROCESS FOR PRODUCING A ROOF COVERING ELEMENT OF VEGETABLE FIBERS MOLDED IN PRESS AND IMPREGNATED WITH BITUMEN, IN PARTICULAR A FACTOR, FLASHING, COSTIERE, ARETIER. |
| CN102745969A (en) * | 2011-04-21 | 2012-10-24 | 同济大学 | Water resistant surface whitewash gypsum and application thereof |
| WO2012155103A1 (en) * | 2011-05-12 | 2012-11-15 | James Hardie Technology Limited | 3-mode blended fibers in an engineered cementitious composite |
| US9745224B2 (en) | 2011-10-07 | 2017-08-29 | Boral Ip Holdings (Australia) Pty Limited | Inorganic polymer/organic polymer composites and methods of making same |
| US9932457B2 (en) | 2013-04-12 | 2018-04-03 | Boral Ip Holdings (Australia) Pty Limited | Composites formed from an absorptive filler and a polyurethane |
| CN103755244A (en) * | 2013-12-20 | 2014-04-30 | 安徽省美域节能环保技术应用有限公司 | Lightweight high-strength composite cement mortar and preparation method thereof |
| CN103936381A (en) * | 2014-03-27 | 2014-07-23 | 陆玉珍 | Method for preparing wet-insulated autoclaved aerated concrete block |
| WO2016018226A1 (en) | 2014-07-28 | 2016-02-04 | Crocco Guy | The use of evaporative coolants to manufacture filled polyurethane composites |
| WO2016022103A1 (en) | 2014-08-05 | 2016-02-11 | Amitabha Kumar | Filled polymeric composites including short length fibers |
| CN104671724A (en) * | 2014-12-22 | 2015-06-03 | 沈阳建筑大学 | Method for preparing building insulation material employing straws and bamboo poles |
| WO2016118141A1 (en) | 2015-01-22 | 2016-07-28 | Boral Ip Holdings (Australia) Pty Limited | Highly filled polyurethane composites |
| JP6418602B2 (en) * | 2015-02-27 | 2018-11-07 | 太平洋セメント株式会社 | Cementitious hardened body and method for producing the same |
| US10030126B2 (en) | 2015-06-05 | 2018-07-24 | Boral Ip Holdings (Australia) Pty Limited | Filled polyurethane composites with lightweight fillers |
| EP3112330A1 (en) | 2015-06-29 | 2017-01-04 | Sociedad Industrial Pizarreno | Coloured fiber cement products and methods for the production thereof |
| WO2017082914A1 (en) | 2015-11-12 | 2017-05-18 | Boral Ip Holdings (Australia) Pty Limited | Filled polyurethane composites with size-graded fillers |
| CN105971200B (en) * | 2016-07-12 | 2018-12-14 | 李淑董 | A kind of light-duty pitched roof water-proof roof covering and preparation method thereof |
| WO2019197496A1 (en) * | 2018-04-11 | 2019-10-17 | Etex Services Nv | Fiber cement products comprising hydrophobized natural fibers |
| CA3106877A1 (en) | 2020-01-24 | 2021-07-24 | Permabase Building Products, Llc | Cement board with water-resistant additive |
| CN115368068B (en) * | 2022-10-27 | 2022-12-30 | 途昇(天津)环保科技有限公司 | Preparation method of efflorescence-resistant incineration waste bottom ash geopolymer solid brick and solid brick |
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| GB2148871B (en) * | 1983-10-31 | 1987-01-07 | Pilkington Brothers Plc | Sheet material of fibre-reinforced cement |
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| CN1568293A (en) * | 2000-10-04 | 2005-01-19 | 詹姆斯·哈迪研究有限公司 | Fiber cement composite materials using sized cellulose fibers |
| JP5226925B2 (en) * | 2000-10-17 | 2013-07-03 | ジェイムズ ハーディー テクノロジー リミテッド | Fiber cement composite using durable cellulose fibers treated with biocides |
| JP2002284551A (en) * | 2001-03-27 | 2002-10-03 | Mitsubishi Kagaku Sanshi Corp | Admixture for lightweight concrete and light weight concrete |
| WO2002081842A1 (en) * | 2001-04-03 | 2002-10-17 | James Hardie Research Pty Limited | Reinforced fiber cement article, methods of making and installing |
-
2004
- 2004-06-21 NZ NZ543696A patent/NZ543696A/en unknown
- 2004-06-21 EP EP20040755854 patent/EP1631532A2/en not_active Ceased
- 2004-06-21 AU AU2004249780A patent/AU2004249780A1/en not_active Abandoned
- 2004-06-21 CN CNA2007101397013A patent/CN101089324A/en active Pending
- 2004-06-21 WO PCT/US2004/019980 patent/WO2004113248A2/en active Search and Examination
- 2004-06-21 CN CNA200810181348XA patent/CN101481234A/en active Pending
- 2004-06-21 KR KR20057023493A patent/KR20060063793A/en not_active Application Discontinuation
- 2004-06-21 JP JP2006517539A patent/JP2007528335A/en active Pending
- 2004-06-21 CA CA 2525616 patent/CA2525616A1/en not_active Abandoned
- 2004-06-21 NZ NZ562521A patent/NZ562521A/en unknown
- 2004-06-21 CN CNB2004800172322A patent/CN100497238C/en not_active Expired - Fee Related
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2006
- 2006-01-20 NO NO20060298A patent/NO20060298L/en not_active Application Discontinuation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107257779A (en) * | 2015-02-23 | 2017-10-17 | 莫尼尔屋面有限公司 | Roof tile and the method for producing the roof tile |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1809514A (en) | 2006-07-26 |
| CN101089324A (en) | 2007-12-19 |
| EP1631532A2 (en) | 2006-03-08 |
| NZ543696A (en) | 2007-11-30 |
| JP2007528335A (en) | 2007-10-11 |
| CN101481234A (en) | 2009-07-15 |
| AU2004249780A1 (en) | 2004-12-29 |
| CA2525616A1 (en) | 2004-12-29 |
| NZ562521A (en) | 2009-03-31 |
| NO20060298L (en) | 2006-03-17 |
| WO2004113248A2 (en) | 2004-12-29 |
| KR20060063793A (en) | 2006-06-12 |
| WO2004113248A3 (en) | 2005-03-17 |
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