Patent Application
20200071935
The present invention generally relates to cementitious building articles, methods for preparing same, and building systems incorporated cementitious building articles.
Fiber cement articles are conventionally used as cladding materials to form the exterior and/or interior walls of a building by attaching the fiber cement article to a structural building frame.
A common building practice is to attach the fiber cement article to the structural building frame such that a rain screen system is formed whereby there is an air barrier between fiber cement article and the building frame. Usually, the building frame is enclosed by a weather resistant barrier in the form of a building or house wrap. The fiber cement article forms a first barrier to prevent the air and weather resistant barrier from getting wet whilst the second barrier or air gap between the fiber cement article and house wrap creates a capillary break which allows for drainage and evaporation. One method of creating the air gap is to employ the use of wood furring strips in the form of battens which are interspersed and secured vertically over the house wrap to the building frame. The fiber cement article is then secured to the furring strips. The furring strips function to set the fiber cement article apart from the building frame thereby establishing the air gap necessary to form the rain screen system.
The attachment of furring strips places an additional burden financially and in terms of complexity of installation. In addition to requiring the purchase of more materials for construction, installation of furring strips also requires special training and craftsmanship, such as for door and window area detail. In view of the foregoing, there is a need to provide a simplified system that has all of the advantages of the rain screen system, including high drainage efficiency, while reducing complexity of installation.
In a first embodiment, the present disclosure provides a building system comprising: a first water resistant layer secured to a surface of a building substrate; a first building article comprising a front face, a rear face opposite the front face, and an edge member disposed contiguously between the front face and the rear face, wherein the edge member defines a first side of the first building article, wherein the first building article is secured to the first water resistant layer and the building substrate through the first weather resistant layer such that the rear face is in contact with the first water resistant layer; a second building article comprising a front face, a rear face opposite the front face, and an edge member disposed contiguously between the front face and the rear face, wherein the edge member defines a second side of the second building article, wherein the second building article is secured to the first water resistant layer and the building substrate through the first water resistant layer such that the rear face is in contact with the first water resistant layer; wherein the first and second building articles are secured to the first water resistant layer and the building substrate such that the first and second sides of the first and second building articles are positioned adjacent one another along an abutment line; and a second water resistant layer secured to portions of the front faces of the first and second building articles along the abutment line to prevent liquid from traveling past the first and second sides of the first and second building articles to the first water resistant layer and the building substrate.
In some embodiments, the first and second building articles comprise recessed portions extending along the first and second sides proximate to the abutment line, and wherein the second water resistant layer is positioned within the recessed portions of the first and second building articles. In some embodiments, the second water resistant layer comprises a thickness and the recessed portions of the first and second building articles each comprise a depth that is substantially equal to the thickness of the second water resistant layer such that, when the second water resistant layer is positioned within the recessed portions, a surface of the second water resistant layer is substantially planar with the front faces of the first and second building articles. In some embodiments, the recessed portions of the first and second building articles are tapered. In some embodiments, the second water resistant layer comprises a waterproof tape. In some embodiments, the building system further comprises a mesh layer secured to the front faces of the first and second building articles along the abutment line, wherein the mesh layer is positioned between the second water resistant layer and the front faces of the first and second building articles. In some embodiments, the second water resistant layer comprises a cementitious material. In some embodiments, the first water resistant layer comprises butyl tape. In some embodiments, the first water resistant layer is adhered to the building substrate. In some embodiments, the first and second building articles comprise fiber cement. In some embodiments, the first and second building articles each comprise a plurality of integrally formed drainage channels and a plurality of spacer sections disposed between the drainage channels, each of the plurality of drainage channels defining an air gap comprising a liquid flow path. In some embodiments, the plurality of integrally formed drainage channels and the plurality of spacer sections are disposed on the front faces of the first and second building articles.
In a second embodiment, the present disclosure provides a building system comprising: a building substrate; a first building article comprising a front face, a rear face opposite the front face, and an edge member disposed contiguously between the front face and the rear face, wherein the first building article is secured to the building substrate such that the rear face is positioned closer to the building substrate than the front face, and wherein at least one of the front and rear faces comprises a plurality of integrally formed drainage channels and a plurality of spacer sections disposed between the drainage channels, each of the plurality of drainage channels defining an air gap comprising a liquid flow path; a first building panel secured to the first building article and the building substrate such that the first building panel contacts the front face of the first building article; and a plurality of fasteners configured to secure the first building article and the first building panel to the building substrate.
In some embodiments, the plurality of drainage channels and the plurality of spacer sections are located on the front face of the first building article. In some embodiments, the first building article comprises fiber cement, and wherein the first building panel comprises fiber cement. In some embodiments, the building system further comprises: a second building article comprising a front face, a rear face opposite the front face, and an edge member disposed contiguously between the front face and the rear face, wherein the second building article is secured to the building substrate such that the rear face is positioned closer to the building substrate than the front face, and wherein at least one of the front and rear faces comprises a plurality of integrally formed drainage channels and a plurality of spacer sections disposed between the drainage channels, each of the plurality of drainage channels defining an air gap comprising a liquid flow path; and a second building panel secured to the second building article and the building substrate such that the second building panel contacts the front face of the second building article; wherein the plurality of fasteners are further configured to secure the second building article and the second building panel to the building substrate. In some embodiments, the first building panel comprises a first edge and the second building panel comprises a second edge, and wherein each of the first and second building panels are secured to a different one of the first and second building articles such that an express joint exists between the first and second edges of the first and second building panels. In some embodiments, the first building panel is an insulation panel. In some embodiments, the building system further comprises a mesh layer and a coating layer, wherein the insulation panel is positioned between the mesh layer and the first building article, and wherein the mesh layer is positioned between the coating layer and the insulation panel. In some embodiments, the building system further comprises a coating layer, wherein the insulation panel is positioned between the coating layer and the first and second building articles.
There is provided in one embodiment a cementitious building article comprising a front face and a rear face and an edge member intermediate to and contiguous to the front face and the rear face, wherein a plurality of drainage channels are integrally formed on the rear face of the cementitious building article.
In a further embodiment, there is provided a building system, comprising; a building substrate; a cementitious building article comprising a front face, a rear face and an edge member intermediate to and contiguous to the front face and the rear face, the rear face of the cementitious building article comprising a plurality of drainage channels integrally formed therein, wherein the cementitious building article is securable to the building substrate; and a weather resistant barrier locatable intermediate the building substrate and the cementitious building article such that the integrally formed drainage channels are adjacent the weather resistant barrier.
In one embodiment the cementitious building article is suitable for use as a cladding panel.
In another embodiment, a building system is described, wherein the building system comprises; a weather resistant barrier disposed external to a building substrate; and at least one wall cladding panel fixed to the weather resistant barrier and the building substrate such that the wall cladding panel is external to the weather resistant barrier, the at least one wall cladding panel comprising a substantially planar front face; a rear face comprising a plurality of substantially parallel drainage channels and a plurality of spacer sections disposed between the drainage channels; and an edge member disposed contiguously between the front face and the rear face.
In a further embodiment, the building system comprises a plurality of air gaps, each air gap being bounded by a portion of the weather resistant barrier and one of the drainage channels of the rear face. The configuration and arrangement of the air gaps along the wall cladding panel correspond to a preselected drainage efficiency wherein each air gap comprises a liquid flow path between the weather resistant barrier and the wall cladding panel. In one embodiment, the preselected drainage efficiency is greater than 90% when measured using ASTM E-2773.
It is to be understood that in certain embodiments, the configuration of each drainage channel, for example, the width and depth together with the frequency of drainage channels within the cementitious building article influences the configuration and arrangement of the air gaps along the wall cladding panel and consequently the drainage efficiency.
In another embodiment, a cementitious building article in the form of a wall cladding panel is described, wherein the wall cladding panel comprises a substantially planar front face, a rear face, and an edge member disposed contiguously between the front face and the rear face, the rear face comprises a plurality of substantially parallel drainage channels and a plurality of spacer sections disposed between the drainage channels, wherein the wall cladding panel has a first thickness at the spacer sections and wherein the thickness of the wall cladding panel at the drainage channels is smaller than the first thickness and wherein each drainage channel is configured to form a liquid flow path when a substantially planar building surface is placed adjacent to the rear face.
Conveniently, the cementitious building article or wall cladding panel is suitable for use in the building systems described herein.
In one embodiment, the configuration of the cementitious building article is such that the percentage of total surface area occupied by the plurality of drainage channels relative to the total surface area of the cementitious building article is between 18% and 75%±0.5%. In other embodiments, the percentage of total surface area occupied by the plurality of drainage channels relative to the total surface area of the cementitious building article may be between 18% and 50%±0.5%. In a further embodiment, the frequency of drainage channels in the plurality of drainage channels is between 8 and 16 drainage channels per lineal foot of the cementitious building article along a direction perpendicular to the orientation of the plurality of drainage channels. In some embodiments, the frequency of drainage channels in the plurality of drainage channels can be between 5 and 7 drainage channels per lineal foot of the cementitious building article along a direction perpendicular to the orientation of the plurality of drainage channels.
In one embodiment, the width of each drainage channel is substantially equivalent or greater than the depth of each drainage channel. In one embodiment, the ratio of the width of each drainage channel to the depth of each drainage channel is approximately 1:1. In a further embodiment, the ratio of the width of each drainage channel to the depth of each drainage channel is approximately 2:1. In other embodiments, the ratio of the width of each drainage channel to the depth of each drainage channel can be less than 2:1, or can be greater than 2:1, for example, 5:1, 8:1, 10:1 and so forth. In one embodiment, each drainage channel comprises a width of between approximately 0.5 mm (0.019 inches) and approximately 7.62 cm (3 inches). In a further embodiment, each drainage channel comprises a depth of between approximately 0.6 mm (0.023 inches) and approximately 5 mm (0.2 inches).
In one embodiment, the plurality of substantially parallel drainage channels are oriented vertically relative to ground level. In a further embodiment, the plurality of substantially parallel drainage channels are oriented horizontally relative to ground level. In another embodiment, the plurality of substantially parallel drainage channels are oriented at an angle between 0° and 90° relative to ground level.
In one embodiment two or more drainage channels are spaced apart from each other by a spacer section. In a further embodiment two or more drainage channels are grouped together in a group or series and each group or series of drainage channels are spaced apart from an each other by a spacer section. In one embodiment, the group or series of drainage channels comprise a series of six drainage channels grouped together. In a further embodiment the group or series of drainage channels comprises between two and six drainage channels within each group or series. In an alternate embodiment, the group or series of drainage channels comprises more than six drainage channels within each group or series. In one embodiment, each group of drainage channels is consistent from one group to the next group. In an alternate embodiment, the number of drainage channels within each group of drainage channels is variable between each group.
Conveniently, in a further embodiment, the or each drainage channel may comprise one or more of a triangular or v-shape, a squared or c-shape, a ribbed or an arcuate configuration. In yet another embodiment, the or each drainage channel may have a profile comprising a combination of more than one shape or configuration. In some aspects, a single cementitious building article may include drainage channels of different configurations.
In one embodiment, the arcuate configuration of each drainage channel can be such that the surface profile comprises at least a portion of a circle. In a further embodiment, the or each drainage channel has an arcuate configuration wherein the angle that is subtended by the arc is less than 180°. In a further embodiment, the squared or c-shape, or ribbed configuration of each drainage channel can be such that the surface profile comprises a base member parallel to the front face and two arms, each arm connecting the base member to a spacer section on the rear face of the of the cementitious building article. In a further embodiment of the invention the angle between the base member and arms of the c-shaped channel is approximately 90° forming a squared c-shaped channel. In a further embodiment, the angle between the base member and the arms of the c-shaped channel could be rounded, bevelled or chamfered to ease the angle from 90° to approximately 45°±20°. In one embodiment, the triangular or v-shape configuration of each drainage channel can be such that the surface profile comprises two side members which terminate at one end of the channel and extend outwardly therefrom forming a v-shape in cross-section.
In a further embodiment, the or each drainage channel may comprise a funneled configuration wherein the or each drainage channel is slightly widened at one or other or both ends of the drainage channel.
In one embodiment the wall cladding panel can comprise a single contiguous fiber cement substrate.
In one embodiment, the weather resistant material is in the form of synthetic material which provides a weather resistant barrier, such as, for example a building or house wrap.
In a further embodiment, the at least one wall cladding panel is fixed to the weather resistant barrier and the building substrate by one or more mechanical fasteners, each mechanical fastener extending through a spacer section of the rear face, the weather resistant barrier, and at least a portion of the building substrate.
In one embodiment, the building system comprises a plurality of wall cladding panels, each wall cladding panel being fixed to the weather resistant barrier and the building substrate.
In another embodiment, a method of mounting a wall cladding panel to a building substrate having a weather resistant barrier mounted thereon is described. The method comprises obtaining a first wall cladding panel comprising a substantially planar front face, a rear face comprising a plurality of substantially parallel drainage channels and a plurality of spacer sections disposed between the drainage channels, and an edge member disposed contiguously between the front face and the rear face, wherein each drainage channel is configured to form a liquid flow path when a substantially planar building surface is placed adjacent to the rear face. The method further comprises placing the first wall cladding panel adjacent to the building substrate such that the rear face is parallel to and abutting the weather resistant barrier, and fixing the first wall cladding panel through the weather resistant barrier to the building substrate to form a plurality of liquid flow paths, each liquid flow path comprising an air gap bounded by a portion of the weather resistant barrier and one of the drainage channels of the rear face.
Fixing the wall cladding panel through the weather resistant barrier to the building substrate can comprise driving one or more mechanical fasteners through the front face, a spacer section of the rear face, the weather resistant barrier, and at least a portion of the building substrate. The method can further comprise fixing a second wall cladding panel through the weather resistant barrier to the building substrate to form a plurality of liquid flow paths, the second wall cladding panel comprising a substantially planar front face and a rear face comprising a plurality of substantially parallel drainage channels, wherein the second wall cladding panel is disposed adjacent to and either above or below the first wall cladding panel, and at least one of the plurality of liquid flow paths formed by the second wall cladding panel is contiguous with one of the plurality of liquid flow paths formed by the first wall cladding panel.
One advantage of the cementitious building articles disclosed herein is that the design and position of the drainage channels allow the cementitious building article to be installed onto a structural building frame without the need for furring strips. The integrally formed drainage channels are designed to facilitate drainage and ventilation thereby providing a rain screen system which is easier and cheaper to install than current systems. The configuration and arrangement of the drainage channel are selected to improve the drainage efficiency while at the same time simplify installation process of the building article.
In some embodiments, the present disclosure provides an integrally waterproof fiber cement composite material that provides a high level of waterproofness comparable to equivalent fiber cement composite materials with additional waterproof membranes. Various embodiments of the integrally waterproof fiber cement composite material formulation incorporate a combination of predetermined quantities of silanol and silica fume which when reacted with other components of the formulation impart unexpectedly high waterproofness to the fiber cement composite material. Contrary to conventional understandings of water resistance in fiber cement, the formulation incorporates extremely small percentages of silanol and silica fume which unexpectedly provide better waterproof performance than formulations that include much higher percentages of silanol or silica fume. The integrally waterproof fiber cement composite material made in accordance with various formulations disclose herein meets or exceeds the criteria of ASTM D4068 hydrostatic pressure test (e.g., the ASTM D4068-17 version, revised in 2017) without applying any additional waterproof membranes. Hereinafter, the term “ASTM D4068 hydrostatic pressure test (e.g., the ASTM D4068-17 version, revised in 2017)” may be referred to as ASTM D4068 hydrostatic pressure test, ASTM D4068 hydrostatic test, ASTM D4068 test, or ASTM D4068 test for waterproofness without limitation.
In one embodiment, the integrally waterproof fiber cement composite material formulation comprises between 25% and 29% by weight of a cementitious binder; between 50% and 60% by weight of silica; between 6.5% and 7.5% by weight of cellulose fibers, between 2.5% and 3% by weight of alumina; between 5% and 6% by weight of a density modifier such as calcium silicate and/or perlite; and between 0.25% and 1% by weight of silica fume having a particle size smaller than 150 μm. The integrally waterproof fiber cement composite material formulation further comprises silanol having a dry weight less than 1% of the dry weight of the cellulose fibers. The silanol and cellulose fibers are pre-dispersed in a solution prior to mixing with the remaining components of the formulation. In some embodiments, the silanol in the pre-dispersed solution has a dry weight equal to approximately 0.5% of the dry weight of the cellulose fibers.
In some embodiments, the integrally waterproof fiber cement composite material formulation includes approximately 0.5% by weight of silica fume. In some embodiments, the integrally waterproof fiber cement composite material can be an interior board for a building structure or an exterior cladding such as siding. In some embodiments, the integrally waterproof fiber cement composite material is sufficiently waterproof to prevent droplet formation when exposed to hydrostatic pressure from a 2″ wide×20″ tall column of water for 48 hours. For example, the integrally waterproof fiber cement composite material may pass the ASTM D4068 hydrostatic pressure test (e.g., the ASTM D4068-17 version, revised in 2017).
In another embodiment, the integrally waterproof fiber cement composite material formulation comprises a cementitious hydraulic binder; silica; silica fume, wherein the silica fume comprises between 0.25% and 2% of the dry weight of the material formulation; and cellulose fibers, at least some of the cellulose fibers having surfaces that are at least partially treated with a sizing agent to make the surfaces hydrophobic. The dry weight of the sizing agent is between 0.25% and 2% of the weight of the cellulose fibers.
In some embodiments, the silica fume comprises approximately 0.5% of the dry weight of the material formulation. In some embodiments, the sizing agent comprises a silanol solution. In some embodiments, the silanol solution comprises a dispersant. In some embodiments, the dry weight of the sizing agent is approximately 0.5% of the weight of the cellulose fibers. In some embodiments, the integrally waterproof fiber cement composite material formulation further comprises a density modifier. In some embodiments, the density modifier comprises perlite and/or calcium silicate. In some embodiments, the integrally waterproof fiber cement composite material is sufficiently waterproof to prevent droplet formation when exposed to hydrostatic pressure from a 2″ wide×20″ tall column of water for 48 hours. For example, the integrally waterproof fiber cement composite material may pass the ASTM D4068 hydrostatic pressure test (e.g., the ASTM D4068-17 version, revised in 2017).
In other embodiments, a method of manufacturing an integrally waterproof fiber cement composite material comprises mixing cellulose fibers with a diluted silanol solution, wherein the silanol solution comprises an amount of silanol between 0.25% and 2% of the dry weight of the cellulose fibers; preparing a formulation comprising a cementitious hydraulic binder and silica; adding to the formulation the mixed cellulose fibers and silanol solution; adding to the formulation a relatively small quantity of silica fume, wherein the silica fume comprises between 0.25% and 2% of the dry weight of the formulation; and curing the formulation for a time sufficient to cause the material to set.
In some embodiments, the cellulose fibers are mixed with the silanol solution for between 1 and 10 minutes before being added to the formulation. In some embodiments, the silanol solution comprises a dispersant. In some embodiments, the formulation further comprises a density modifier comprising at least one of perlite and calcium silicate. In some embodiments, the method further comprises, prior to curing the formulation, forming the formulation into one or more substantially planar articles using a Hatschek process. In some embodiments, the substantially planar articles can be an interior board or an exterior cladding for a building structure.
In another embodiment, an integrally waterproof fiber cement composite material comprises between 35% and 39% by weight of a cementitious binder; between 40% and 50% by weight of silica; approximately 8.25% by weight of cellulose fibers, wherein the fibers have surfaces that are treated with a small amount of silanol in a diluted pre-dispersed solution, the silanol having a dry weight less than 1% of the dry weight of the cellulose fibers; approximately 3% by weight of alumina; between 5% and 6% by weight of a density modifier comprising at least one of calcium silicate and perlite; and between 0.25% and 1% by weight of silica fume having a particle size smaller than 150 μm.
In some embodiments, the silanol in the diluted pre-dispersed solution have a dry weight equal to approximately 0.5% of the dry weight of the cellulose fibers. In some embodiments, the integrally waterproof fiber cement composite material includes approximately 0.5% by weight of silica fume. In some embodiments, the integrally waterproof fiber cement composite material is an interior board or an exterior cladding. In some embodiments, the integrally waterproof fiber cement composite material is sufficiently waterproof to prevent droplet formation when exposed to hydrostatic pressure from a 2″ wide×20″ tall column of water for 48 hours and meets the criteria of the ASTM D4068 hydrostatic pressure test (e.g., the ASTM D4068-17 version, revised in 2017).
In some embodiments, the present disclosure provides various fiber cement composite articles that include counterfeit detection features including pigmented layers disposed between adjacent laminated layers of fiber cement material. The counterfeit detection features disclosed herein provide a number of advantageous and unexpected features. For example, the pigmented layers may be applied in solution in a liquid carrier without bleeding into the adjacent fiber cement layers, regardless of whether the pigment solution is applied to wet (uncured) or dry (cured) fiber cement. In another example unexpected advantage, the pigmented layers may be invisible at the edges of a fiber cement article when the article is cut by water jet cutting, but may be visible at the edges of the article when the article is cut by a saw.
In one embodiment, a fiber cement article comprises a first major face, a second major face opposite the first major face, and an intermediate portion disposed between the first major face and the second major face. The intermediate portion comprises a plurality of laminated layers of fiber cement, and one or more pigmented layers disposed between adjacent layers of the plurality of laminated layers, the one or more pigmented layers having a different color relative to the plurality of laminated layers. In some embodiments, the one or more pigmented layers comprise particles of a pigment having an average particle size smaller than approximately 50 micron. In some embodiments, the pigment has an average particle size of between approximately 1 micron and approximately 10 micron. In some embodiments, the pigment has an average particle size of between approximately 2.5 micron and approximately 7.5 micron. In some embodiments, the one or more pigmented layers comprise an inorganic pigment. In some embodiments, the inorganic pigment comprises at least one of an iron oxide, an aluminum oxide, a silicon oxide, or a titanium oxide. In some embodiments, the inorganic pigment comprises a red iron oxide. In some embodiments, the plurality of laminated layers of fiber cement each comprise a cementitious hydraulic binder, silica, cellulose fibers, and additives. In some embodiments, the plurality of laminated layers of fiber cement are integrally waterproof fiber cement comprising a cementitious hydraulic binder, silica, a pozzolanic material, and cellulose fibers. The pozzolanic material comprises between 0.25% and 2% of the dry weight of the integrally waterproof fiber cement. At least some of the cellulose fibers have surfaces that are at least partially treated with a hydrophobic agent to make the surfaces hydrophobic, wherein the dry weight of the hydrophobic agent is between 0.25% and 2% of the weight of the cellulose fibers. In some embodiments, the intermediate portion comprises at least three laminated layers of fiber cement and at least two pigmented layers, and one of the pigmented layers is disposed between each adjacent pair of laminated layers of fiber cement. In some embodiments, the one or more pigmented layers are visible along a cut edge of the fiber cement article when the fiber cement article is cut by a saw perpendicular to the first and second major faces, and the one or more pigmented layers are not visible along the cut edge of the fiber cement article when the fiber cement article is cut by a water jet perpendicular to the first and second major faces.
In another embodiment, a method of manufacturing a fiber cement article comprises forming a first laminate layer of cementitious slurry; applying a pigment suspension to a first surface of the first laminate layer, the pigment suspension comprising pigment solids suspended in a liquid carrier; forming a second laminate layer of cementitious slurry over the pigment suspension such that the pigment suspension is disposed between the first laminate layer and the second laminate layer; and curing the first and second laminate layers and the pigment suspension to form the fiber cement article comprising a cured pigmented layer disposed between two layers of cured fiber cement.
In some embodiments, the pigment suspension comprises an aqueous suspension including particles of a pigment having an average particle size smaller than 50 micron. In some embodiments, the pigment has an average particle size of between approximately 1 micron and approximately 10 micron. In some embodiments, the pigment has an average particle size of between approximately 2.5 micron and approximately 7.5 micron. In some embodiments, the pigment suspension comprises an inorganic pigment. In some embodiments, the inorganic comprises at least one of an iron oxide, an aluminum oxide, a silicon oxide, or a titanium oxide. In some embodiments, the inorganic pigment comprises a red iron oxide. In some embodiments, the first laminate layer and the second laminate layer are formed by first and second sequential passes over one or more sieve cylinders in a Hatschek process. In some embodiments, the pigment suspension is applied between the first and second sequential passes by depositing the pigment suspension onto a surface of the first laminate layer by one or more of a spray or a slot die, or by passing at least a portion of the first laminate layer through a container of the pigment suspension. In some embodiments, the method further comprises, prior to the curing, applying a second layer of the pigment suspension to a first surface of the second laminate layer, and forming a third laminate layer of cementitious slurry over the second layer of the pigment suspension such that the second layer of the pigment suspension is disposed between the second laminate layer and the third laminate layer. The curing simultaneously cures the first, second, and third laminate layers and the pigment suspension to form the fiber cement article comprising two cured pigmented layers alternately disposed between three layers of cured fiber cement.
It is acknowledged that the term ‘comprise’ may, under varying jurisdictions be provided with either an exclusive or inclusive meaning. For the purpose of this specification, the term comprise shall have an inclusive meaning that it should be taken to mean an inclusion of not only the listed components it directly references, but also other non-specified components. Accordingly, the term ‘comprise’ is to be attributed with as broad an interpretation as possible within any given jurisdiction and this rationale should also be used when the terms ‘comprised’ and/or ‘comprising’ are used.
Various embodiments of the fiber cement composite articles and building system will be described in greater detail below.
References will now be made to the drawings wherein like numerals refer to like parts throughout.
The configuration of the drainage channels 2 integrally formed on each of the cementitious building articles 1, 1a, 3, 3d-3j, 5, 7 and 9 is different and will be described in detail below. The configuration or shape of each channel 2 is such that liquid tension forces and capillary action forces are reduced or minimized to facilitate drainage of a liquid through the or each drainage channel and enhance the drainage efficiency of a cementitious building article attached directly to a planar surface of a building without additional furring strips disposed between the surface and the cementitious building article. Furthermore the configuration or shape of the channel 2 is optimized to facilitate circulation of air through each drainage channel 2.
In some embodiments, the cementitious building article 1, 1a, 3, 3d-3j, 5, 7, 9 comprises a plurality of drainage channels 2 which are configured to optimize drainage on the rear face 10 of the cementitious building article.
Referring initially to
In the embodiment shown, the width and depth of each drainage channel 2 together with the frequency of drainage channels 2 within the group or series 4 and the distance separating each group or series 3 of drainage channels 2, is such that the percentage of total surface area occupied by the plurality of drainage channels 2 relative to the total surface area of the cementitious building article 1 is approximately 75%. In alternative embodiments, the width and depth of each drainage channel 2 together with the frequency of drainage channels 2 within the group or series 4 and the distance separating each group or series 3 of drainage channels 2 as depicted in
In one embodiment, the width 2b of each drainage channel 2 ranges between approximately 0.5 mm to 2.0 mm±0.1 mm. Conveniently the width of the group or series 4 of drainage channels 2 ranges between approximately 5.5 mm and 22.0 mm±0.1 mm. Referring specifically to the embodiment shown in
In one embodiment, the group or series 4 of drainage channels 2 are separated from the next group 4 of drainage channels 2 by a spacer section 6 comprising a width 6a of approximately 2.5 mm±0.1 mm. One of the advantages of this configuration of the drainage channels 2 integrally formed on the rear face 10 of the cementitious building article 1, is that it facilitates nailing of the cementitious building article 1 to a building substrate. Optionally, the end user can face nail the cementitious building article 1 to a building substrate through the spacer section 6. One advantage of certain embodiments is that the position and width of spacer section 6 is selected to accommodate spacing on a building substrate. In various embodiments, spacer sections 6 can be located between groups 4 of drainage channels 2 and/or may be located between individual drainage channels 2 where drainage channels 2 are organized individually rather than in groups 4. It is to be understood that the width 6a of spacer section 6 is variable and the minimum width 6a of the spacer section 6 is determined by the configuration of drainage channels 2.
In one embodiment, the depth of each drainage channel 2 ranges between 0.6 and 1.0 mm±0.1 mm. In a further embodiment, the depth of each drainage channel 2 is approximately 0.8 mm±0.1 mm. In other embodiments, the depth of each drainage channel 2 can be larger, such as up to approximately 2 mm, 3 mm, 4 mm, 5 mm, or more. Preferably, the depth of each drainage channel 2 should be limited so as to prevent excessive weakening of the flexural strength of the panel 1 and/or telegraphing of the configuration of the drainage channel 2 to the front face 8.
Referring now to
In the example depicted in
Referring now to
The building article 3e depicted in
The building article 3f depicted in
The building article 3g depicted in
The building article 3h depicted in
The building article 3i depicted in
Various embodiments of the cementitious building articles described herein may have drainage channel configurations including any combination of sub-features described above with reference to
In the embodiment shown, spacer sections 6j further comprise the thickest portions of the building article 3j, because the bases 30j and sidewalls 34j of the drainage channels 2j form recesses within the rear face 10j of the building article 3j. Thus, when the rear face 10j is placed against the weather barrier 26j covering the OSB layer 24j and building substrate 22j, the substantially co-planar spacer sections 6j lies against the exterior surface of the weather barrier 26j. When the spacer sections 6j are positioned against the exterior surface of the weather barrier 26j, each drainage channel 2j forms an air gap 38j between the building article 3j and the weather barrier 26j. The air gap 38j extends the length of each drainage channel 2j along the surface of the building article 3j. The air gap 38j can also serve as a fluid flow path, for example, to facilitate the drainage of water or other liquids. Accordingly, the building articles may be mounted to a building substrate 22j or OSB layer 24j such that the drainage channels 2j and associated air gaps 38j are oriented vertically with respect to the building and the ground. In such a configuration, gravity can further facilitate the drainage of liquids through the air gap 38j for improved drainage efficiency.
Although the building article 3j depicted in
Referring jointly to
Although only a section of the building substrate is shown, it is to be understood that the cementitious building articles 3, 3j can be arranged in series in one or more directions to cover or clad either a required area on the building substrate or the entire building. When a plurality of cementitious building articles 3, 3j are arranged vertically in series, it will be appreciated that one or more drainage channels 2, 2j of each building article 3, 3j may align such that a contiguous liquid flow path is formed extending along the vertical length of the multiple building articles 3, 3j. Such alignment may be advantageous in allowing water or other liquid to drain from an article 3, 3j mounted relatively high on a wall, to the ground and away from the building to which the articles 3, 3j are mounted.
In the embodiments shown, each of cementitious building articles 3, 3j are oriented such that drainage channels 2, 2j extend substantially vertically relative to ground level. It is to be understood that although this is a preferred orientation of the cementitious building articles, the cementitious building articles are not limited to this particular orientation and other orientations as determined by the end user are also possible. For example, drainage channels 2, 2j may extend horizontally or at any angle between vertical and horizontal relative to ground level.
One of the advantages of this building system is that the cementitious building article 3, 3j can be secured to a building substrate 22, 22j without the use of furring strips. The drainage channels 2, 2j on the rear face 10, 10j of the cementitious building article 3, 3j are configured to form a capillary break and air gap to facilitate drainage and moisture management between the cementitious building article 3, 3j and the building substrate 22, 22j and/or OSB layer 24, 24j. The drainage efficiency of the building system without furring strips may be similar or equal to the drainage efficiency of pre-existing rain screen systems with furring strips. However, it is also possible to use furring strips if so desired with any one of the cementitious building articles and/or building systems described herein.
In a further embodiment of the present disclosure, screening devices are optionally used at one or more opposing ends of a drainage channel to prevent debris or insects from entering and blocking the drainage channel. In various embodiments, the depth and/or width of the drainage channels 2, 2j may be small enough that a screening device may not be necessary.
It will be appreciated that the building systems 20, 20j depicted in
In a further embodiment, it is possible for the front face 8, 8d-8j of the cementitious building article 1, 1a, 3, 3d-3j, 5, 7, 9 to comprise a variety of styles or shapes, including profiled or embossed faces. For example, the front face 8, 8d-8j may be embossed with a pattern resembling wood grain or any other desired texture to enhance the appearance of the exterior of a building. The front face 8, 8d-8j may further be painted and/or primed for painting by a user.
In one embodiment, the cementitious building article 1, 1a, 3, 3d-3j, 5, 7, 9 is a fiber cement building article wherein the fiber cement building article comprises cellulose fibers, hydraulic binders, silica and water. Optionally the fiber cement building article 1, 1a, 3, 3d-3j, 5, 7, 9 further comprises other additives, for example density modifiers. In one embodiment, the fiber cement building article 1, 1a, 3, 3d-3j, 5, 7, 9 comprises a fiber cement panel having a front face 8, 8d-8j and a rear face 10, 10d-10j and an edge member 12 intermediate to and contiguous to the front face 8, 8d-8j and the rear face 10, 10d-10j, wherein the distance between the front face 8, 8d-8j and the rear face 10, 10d-10j comprises at least 0.8 mm±0.5 mm. In one embodiment, the distance between the front face 8, 8d-8j and the rear face 10, 10d-10j at the spacer sections is approximately 7.62 cm (0.3″). In one embodiment, the building article 1, 1a, 3, 3d-3j, 5, 7, 9 is approximately 1.2 m (4 feet) wide and includes 22 channels. It is understood that the building article is not limited to this specific size. In one embodiment, the fiber cement building article is formed by thin overlaying substrate layers using the Hatschek process. In one embodiment, the cementitious building article 1, 1a, 3, 3d-3j, 5, 7, 9 comprises, by way of non-limiting example, any of the compositions described herein in the Example Fiber Cement Composite Material Compositions and/or Composition and Manufacturing of Counterfeit Detection Features portions of the present disclosure.
In
In a further embodiment, it is possible for the front face 8 of the cementitious building article to comprise a variety of styles or shapes, including profiled or embossed faces. For example, the front face 8 may be embossed with a pattern resembling wood grain or any other desired texture to enhance the appearance of the exterior of a building. The front face 8 may further be painted and/or primed for painting by a user.
In a further embodiment, at least one or more faces of the cementitious building articles 1, 1a, 3, 3d-3j, 5, 7, 9 further comprise a coating agent. In one embodiment, the or each drainage channel 2, 2d-2k are coated to further assist drainage action and the capillary break functionality of the or each drainage channel. For example, a coating agent may provide a smoother surface than an uncoated cementitious building article, so as to further facilitate the flow of water or any other liquid along the surface of the cementitious building article 5. Enhanced flow of water along the surface of the building article can further enhance the drainage efficiency of the cementitious building article 5.
In a further embodiment, the cementitious building article 5 is a primed or painted cementitious building article ready for installation on a building structural substrate.
In one embodiment, the cementitious building article is a fiber cement building article wherein the fiber cement building article comprises cellulose fibers, hydraulic binders, silica and water. Optionally, the fiber cement building article further comprises other additives, for example density modifiers. In one embodiment, the fiber cement building article comprises a fiber cement panel having a front face and a rear face and an edge member intermediate to and contiguous to the front face and the rear face wherein the distance between the front face and the rear face comprises at least 0.8 mm±0.5 mm. In one embodiment, the fiber cement building article is formed by thin overlaying substrate layers using the Hatschek process. In one embodiment, the cementitious building article comprises, by way of non-limiting example, any of the compositions described herein in the Example Fiber Cement Composite Material Compositions and/or Composition and Manufacturing of Counterfeit Detection Features portions of the present disclosure.
Referring now to
Referring now to
Advantageously, referring now to all embodiments depicted in
In a further embodiment, there is provided a method of manufacturing a fiber cement composite article, the method comprising the steps of: (a) providing a fiber cement green sheet comprising a front face and a rear face and an edge member intermediate to and contiguous to the front face and the rear face; (b) forming a non-planar surface on the rear face of the fiber cement green sheet, said non-planar surface configured to form a plurality of drain channels; and (c) curing the fiber cement green sheet to form a fiber cement building article comprising drainage channels integrally formed on the rear face of the fiber cement building article.
In a further embodiment, the drainage channels formed at step (b) are integrally formed on the rear face of the fiber cement green sheet using one or more of the following techniques, rolling, embossing, pressing, cutting or other suitable techniques known to the person skilled in the art.
In one embodiment, the method of manufacturing a fiber cement building article optionally comprises the further step of profiling or embossing the front face of the fiber cement building article. Optionally, the drainage channels integrally formed on the rear face of a fiber cement building article comprising a profiled or embossed front face at step (b) of the method are formed to a greater depth than required after curing to accommodate any loss of depth that may occur in the or each drainage channel during the step of profiling or embossing the front face of the fiber cement building article.
In a further embodiment, the method of manufacturing a fiber cement building article optionally comprises the further step (d) coating one or more of the plurality of drainage channels integrally formed on the rear face of the fiber cement building article.
A series of drainage efficiency tests were carried out in accordance with the ASTM E2273 standard test method for determining the drainage efficiency of exterior insulation and finish systems (EIFS) clad wall assemblies. As described elsewhere herein, drainage efficiency can be a significant consideration in determining the adequacy of a rain screen system. For example, because existing rain screen systems with furring strips can provide over 90% drainage efficiency, it may be desirable for the cementitious building articles described herein to similarly be capable of providing drainage efficiency greater than 90% without the use of furring strips.
The control samples comprised a fiber cement panel which had no drainage channels integrally formed on the rear face of the sample in accordance with embodiments of the present disclosure. The drainage efficiency was measured on control samples which had coated and uncoated rear surfaces. The coating that was used was a primer solution.
Samples of an equivalent fiber cement panel to that of the control comprising drainage channels integrally formed on the rear face of the sample in accordance with embodiments of the present disclosure were prepared. Sample A comprised fiber cement panels having drainage channels with an arcuate configuration formed therein similar to the configuration shown in
The drainage efficiency of a fiber cement building article without drainage channels and without a coated surface is approximately 71.7% when measured using ASTM E2773. This efficiency increases to approximately 78.8% when a primer solution is applied to the rear face including the drainage channels of the fiber cement building article.
The drainage efficiency of a cementitious building article with drainage channels and having either an arcuate or v-shaped configuration integrally formed therein in accordance with embodiments of the present disclosure increased significantly relative to the control experiments. The drainage efficiency of Sample A with the arcuate configuration increased to an average drainage efficiency of 90.5% without a coating and to 95.4% when a primer coating was applied to the rear surface including drainage channels of the fiber cement building article. The drainage efficiency of Sample B with the v-shaped configuration increased to an average drainage efficiency of 91% without a coating and to 95.4% when a primer coating was applied to the rear surface.
A series of tests were carried to determine the flexural strength or modulus of rupture (MoR) of the control samples, sample A and sample B. The sample size for each test was n=18.
As for the drainage tests the control samples comprised a fiber cement panel which had no drainage channels integrally formed on the rear face of the sample in accordance with embodiments of the present disclosure. Whilst Sample A comprised fiber cement panels having drainage channels with an arcuate configuration formed therein and Sample B comprised fiber cement panels having drainage channels with a v-shaped configuration formed therein. The results of the flexural strength tests are presented below in Table 2.
The results indicate that there is little difference between the flexural strength of the control and the fiber cement panel with drainage channels integrally formed in the rear face of the fiber cement panel irrespective of the shape or configuration of the drainage channel.
The surface smoothness of a number of control samples and samples of a fiber cement panel comprising drainage channels integrally formed on the rear face of the sample were measured.
As before the control samples comprised a fiber cement panel which had no drainage channels integrally formed on the rear face of the sample in accordance with the embodiments of the present disclosure. Sample A comprised fiber cement panels having drainage channels with an arcuate configuration formed therein whilst Sample B comprised fiber cement panels having drainage channels with a v-shaped configuration formed therein. The results of the surface smoothness tests are presented below in Table 3.
The results indicate that there is little difference between the surface smoothness of the front face of the fiber cement panel with or without drainage channels integrally formed in the rear face of the fiber cement panel.
If a cementitious building article is secured to a building substrate without the presence of a capillary break or a rain screen it is known that hydrostatic pressure exists which hinders drainage. A number of calculations were performed to determine the hydrostatic pressure and % increase of same for a number of configurations of the drainage channel together with the frequency of drainage channels per 1.22 m (4 ft.) panel width.
In the following calculations, a number of assumptions were made: the water tank was deemed to be 0.6 m (2′) wide with a water column of 2.54 cm (1″). The fiber cement panel had a distance of 8 mm (0.32″) between the front and rear surface of the fiber cement panel. The fiber cement panel also had drainage channels integrally formed on the rear surface. Other measurements regarding the frequency and the cross-sectional area of the drainage channel are presented below in Table 4.
The following is a sample of the calculations carried out for a fiber cement panel having 36 drainage channels with an arcuate configuration integrally formed on the rear surface. All other calculations followed a similar process. The results of the calculations are presented in Table 4 below. (A) Volume of water in the drainage test=60.96 cm×2.54 cm and 0.8 cm=123 cm3 (cc). (B) Mass of stored water=Density of water×Volume of water=1 g per cm3×123 cm3=123 g. (C) Force applied by stored water=mass of water×acceleration due to gravity=123 g×981 cm/s2=120663 dyne. (D) Hydrostatic pressure-applied=force per unit area=120663 dyne×(60.96 cm×0.8 cm)=2477 Pa. (E) Hydrostatic pressure-applied by modified design=force per unit area=120663 dyne×[(60.96 cm×0.8 cm)−(36×0.24 cm2)=3007 Pa. (F) Improved forces due to drainage channels=(Hydrostatic pressure-applied by modified design (e)−Hydrostatic pressure-applied (d))×100%=(3007−2477)×100%=21.4%
The calculations show that drainage channels integrally formed in the rear surface of the fiber cement building article accordance with embodiments of the present disclosure increase hydrostatic pressure relative to the hydrostatic pressure applied by the mass of stored water. Furthermore it was also shown that hydrostatic pressure increases as the number of channels increase. Accordingly the configuration of the or each drainage channel together with frequency of drainage channels provides for water or a liquid to flow through the drainage channels.
Building article 72 can be a cementitious building article. For example, building article 72 can include a composition similar in some, many, or all respects as cementitious building articles 1, 1a, 3, 3d-3j, 5, 7, 9 discussed above. Building article 72 can be a fiber cement building article and can comprise cellulose and/or synthetic fibers (for example, polypropylene fibers), hydraulic binders, silica and water. Optionally, building article 72 can further comprise other additives, for example density modifiers. In one embodiment, building article 72 comprises a fiber cement panel having a front face and a rear face and an edge member intermediate to and contiguous to the front face and the rear face wherein the distance between the front face and the rear face comprises at least 0.8 mm±0.5 mm. In one embodiment, building article 72 is formed by thin overlaying substrate layers using the Hatschek process.
In some embodiments, building article(s) 72 can comprise a composition such as, by way of non-limiting example, any of the compositions described herein in the Example Fiber Cement Composite Material Compositions and/or Composition and Manufacturing of Counterfeit Detection Features portions of the present disclosure.
While
In some embodiments, building articles 72 can act as sheathing when secured to framing members 22, and can provide resistance against shear forces experienced by the building system 70, 80. In some embodiments, building system 70, 80 includes building articles 72 but does not include wood sheathing (for example, oriented strand board). In alternative embodiments, wood sheathing can be included as an alternative to building articles 72. In some embodiments, building system 70, 80 includes wood sheathing secured to framing members 22 (with or without the water resistant layer 74) and building articles 72 are secured overtop and/or adjacent to such sheathing. In such embodiments where building system 70, 80 includes both wood sheathing secured to framing members 22 and building articles 72, building system 70, 80 can additionally include furring strips in the form of battens positioned between the wood sheathing and the building articles 72. In some embodiments, building system 70, 80 includes one or more panels which can be secured to the front faces of the building articles 72, for example, fiber cement wall panels. In such embodiments, building system 70, 80 can additionally include furring strips in the form of battens positioned between the building articles 72 and such fiber cement wall panels.
Building articles 172 can include recessed portions 173 extending along portions of the building articles 172. For example, as shown in
As discussed above, recessed portions 173 can advantageously accommodate a thickness of a weather resistant layer 82, 75, and/or mesh layer 76 so that, when such layers 82, 75, 76 are secured over the abutment line where two adjacent building articles meet 172, a surface of such layers 82, 75, 76 is planar (for example, “flush”) with a surface of the building articles 172. With reference to
Recessed portion 173 can have a width 173c that is greater than or equal to a width of weather resistant layer 82, or weather resistant layer 75 and/or mesh layer 76. Recessed portion 173 can have a width 173c that is greater than the width of the weather resistant layer 82, or weather resistant layer 75 and/or mesh layer 76 by a certain percentage. For example, recessed portion 173 can have a width 173c that is greater than the width of the weather resistant layer 82, or weather resistant layer 75 and/or mesh layer 76 by 1%, 2%, 3%, 4%, 5%, 6%, 7%, 8%, 9%, 10%, 15%, or 20%, or any percentage value between the above-listed percentage values, or any range bounded by any combination of these percentage values, although percentage values outside these values or ranges can be used in some cases. Recessed portion 173 can have a width 173c that is a certain percentage of the width and/or length of building article 172. For example, recessed portion 173 can have a width 173c that is 1%, 5%, 10%, 15%, 20%, or 25% of the width and/or length of building article 172, or any percentage value therebetween, or any range bounded by any combination of these percentage values, although percentage values outside these values or ranges can be used in some cases. Recessed portion 173 can have a width 173c that is ¼ inch (0.635 cm), ½ inch (1.27 cm), 1 inch (2.54 cm), 1.5 inch (3.81 cm), 2 inch (5.08 cm), 2.5 inch (6.35 cm), 3 inch (7.62 cm), 4 inch (10.2 cm), 5 inch (12.7 cm), 6 inch (15.2 cm), 7 inch (17.8 cm), 8 inch (20.3 cm), 9 inch (22.9 cm), or 10 inch (25.4 cm) depending on the width and/or length of the building article 172. Width 173c can be any value in between these values, or any range bounded by any combination of these values, although values outside these values or ranges can be used in some cases.
Any of the building systems 70, 80, 90 can be utilized for exterior or interior implementations. For example, where building systems 70, 80, 90 are used for interior applications within a building, the building articles 72, 172, can be coated and/or covered with a coating, finish, and/or tile (such as a vinyl stone).
Building article 272 can be the same as building article 72, 172 in some or many respects. Building article 272 be a cementitious building article and can comprise a composition similar in some, many, or all respects as cementitious building articles 1, 1a, 3, 3d-3j, 5, 7, 9 discussed above. Building article 272 can be a fiber cement building article and can comprise cellulose and/or synthetic fibers (for example, polypropylene fibers), hydraulic binders, silica and water. Optionally, building article 272 can further comprise other additives, for example density modifiers. In one embodiment, building article 272 comprises a fiber cement panel having a front face and a rear face and an edge member intermediate to and contiguous to the front face and the rear face wherein the distance between the front face and the rear face comprises at least 0.8 mm±0.5 mm. In one embodiment, building article 272 is formed by thin overlaying substrate layers using the Hatschek process. As described with reference to building article 72, 172, in some embodiments, building article 272 can comprise any known fiber cement composition such as, by way of non-limiting example, any of the compositions described herein in the Example Fiber Cement Composite Material Compositions and/or Composition and Manufacturing of Counterfeit Detection Features portions of the present disclosure.
As shown in
As shown in
In some embodiments, one or more faces of building article 272 can include a coating agent. For example, one or more of the drainage channels 87 can be coated with a coating agent to further assist drainage action and the capillary break functionality of each drainage channel 87. For example, a coating agent may provide a smoother surface than an uncoated building article 272 (such as a cementitious building article), so as to further facilitate the flow of water or any other liquid along the surface of the building article 272. Enhanced flow of water along the surface of the building article 272 can further enhance the drainage efficiency of the building article 272.
In some embodiments, drainage channels 87 have a funneled configuration wherein one or more of the drainage channels 87 are slightly widened at one or both ends of the drainage channel 87, similar or identical to as that described above with reference to drainage channels 2l and
While
Disclosed herein are integrally waterproof fiber cement composite materials that exhibit unexpectedly high waterproofness characteristics due to the inclusion of small percentages of a combination of silica fume and silanol in conjunction with the other components. The quantities of silica fume and silanol that have been found to yield superior waterproof properties can be at least an order of magnitude smaller than the respective quantities of silica fume or silanol that would be required to produce a waterproof material. The amounts of silanol or silica fume necessary to produce a waterproof fiber cement composite material, if included individually, are large enough as to cause undesirable side effects during production. Accordingly, the combination of silica fume and silanol in the small percentages disclosed herein advantageously provide cost savings and allow commercial production of integrally waterproof fiber cement composite materials.
As will be described in greater detail, the synergistic combinations of predetermined amounts of silanol and silica fume disclosed herein can yield integrally waterproof fiber cement composite materials at significantly lower combined dosages than would be required of either component individually. For example, it has been discovered that the inclusion of silica fume in a fiber cement formulation at only 0.5% by weight reduces the amount of silanol required to produce an integrally waterproof fiber cement composite material by approximately 90% (e.g., from approximately 5% of cellulose fiber dry weight to approximately 0.5% of cellulose fiber dry weight).
Embodiments of fiber cement composite material compositions generally include a cementitious hydraulic binder, such as Portland cement or any other suitable cement, silica, and fibers, such as cellulose or other suitable fibers. The fiber may include a blend of two or more types of fibers, and may include recycled fiber materials. In some embodiments, the fiber is added in the form of a pulp, such as wood pulp or the like. The fiber cement composite materials may further include additional components such as silica, alumina, coloring additives, or the like. One or more density modifiers, such as low density additives, may further be included. Coloring additives may include, for example, pigments such as red or pink clay, or the like. Density modifiers may include, for example, low-density additives such as calcium silicate, perlite, or the like. The components of a fiber cement composite material formulation may be mixed in a slurry form including water, and may be formed into fiber cement composite materials by any of various processes such as a Hatschek process or the like. Water content may be removed from the fiber cement composite materials by various curing methods including autoclaving or the like, to form solid fiber cement composite materials.
In various formulations, the cement may comprise between 20% and 45% of the dry weight of the slurry. For example, the cement may comprise between 25% and 39% of dry weight, between 25% and 29% of dry weight, between 35% and 39% of dry weight, or any percentage within the preceding ranges. Cement content less than 20% or greater than 45% is similarly possible. In some embodiments, a relatively lower cement content, such as between 25% and 29% of dry weight, may be desirable for interior cladding articles, interior board, or the like. In some embodiments, a relatively higher cement content, such as between 35% and 39% of dry weight, may be desirable for exterior cladding articles. It will be understood that each of the cement contents or cement content ranges disclosed herein may be reduced by an amount of silica fume added to the formulation. For example, a baseline cement content of between 25% and 39% of dry weight may correspond to an actual cement content of between 23% and 37% of dry weight if 2% by weight of silica fume is included in the formulation.
In various formulations, cellulose fibers may comprise between 3% and 15% of dry weight of the slurry. For example, the cellulose fibers may comprise between 5% and 10% of dry weight, between 6% and 9% of dry weight, between 6.5% and 7.5% of dry weight, between 7.75% and 8.75% of dry weight, or any percentage within the preceding ranges. Cellulose fiber content less than 3% or greater than 15% is similarly possible. In some embodiments, a relatively lower cellulose fiber content, such as between 6.5% and 7.5%, or approximately 7% of dry weight, may be desirable for interior cladding articles, interior board, or the like. In some embodiments, a relatively higher cellulose fiber content, such as between 7.75% and 8.75%, or approximately 8.25% of dry weight, may be desirable for exterior cladding articles.
In various formulations, the silica may comprise any percentage between 50% and 60% of dry weight. For example, the silica may comprise approximately 50% of dry weight, 54% of dry weight, 56% of dry weight, 58% of dry weight, etc. In various formulations, the alumina may comprise any percentage between 2% and 5% of dry weight. For example, the alumina may comprise approximately 3% of dry weight, approximately 3.5% of dry weight, etc. In various formulations, the density modifier may comprise any percentage between 0% and 7% of dry weight. For example, some formulations may include no density modifier, or may include approximately 2% of dry weight, approximately 3% of dry weight, approximately 4% of dry weight, approximately 5% of dry weight, approximately 5.5% of dry weight, approximately 7% of dry weight, etc. Common density modifiers present in these quantities may include calcium silicate, perlite, or the like.
In some embodiments, additional components may be included as components in a fiber cement composite material, in addition to the components described above. For example, in some embodiments a fiber cement composite material formulation may include one or more components that cause water resistance or waterproofness of the finished fiber cement composite material. One example component is a sizing agent such as a silanol solution, which may include silanol and water or another suitable solvent. Without being bound by theory, it is understood that silanols increase water resistance because they act as sizing agents making the surfaces of the fibers hydrophobic and, when used to treat fiber cement fibers, prevent water from traveling through the fiber cement matrix along the edges of the fibers. In some embodiments, a silanol solution may be mixed with the fiber component of the fiber cement formulation. The silanol solution may be added to the fibers at the time the fiber is mixed with the remaining components of the fiber cement formulation, or may be pre-mixed with the fiber (e.g., for 1 minutes, 5 minutes, 10 minutes, 20 minutes, or more) prior to adding the remaining components of the fiber cement formulation. Quantities of silanol solution to be added to the fibers may be determined such that the silanol have a dry weight of approximately 0.25% of fiber dry weight, approximately 0.5% of fiber dry weight, approximately 1% of fiber dry weight, approximately 2% of fiber dry weight, approximately 3% of fiber dry weight, approximately 4% of fiber dry weight, approximately 5% of fiber dry weight, or more. The dry weight of the silanol may be in any suitable range such as between 0.25% and 3% of fiber dry weight, between 0.25% and 2% of fiber dry weight, between 0.25% and 1% of fiber dry weight, or any sub-range therebetween.
Silica fume is another example component that may be included in some fiber cement composite material formulations. Silica fume is a fine pozzolanic material comprising amorphous silica. Silica fume may be produced, for example, as a byproduct of the production of elemental silicon or ferro-silicon alloys in electric arc furnaces. Silica fume may be included in a variety of concrete and cementitious products, but is not typically used for waterproofing implementations. However, it has been discovered that silica fume may enhance the water resistance of fiber cement composite materials and may yield integrally waterproof fiber cement composite materials when included in conjunction with silanol. Without being bound by theory, it is believed that the relatively fine size of silica fume, relative to the other components of a fiber cement article, may reduce porosity of the cementitious matrix between fibers. Moreover, silica fume can conveniently be added to fiber cement formulations as a replacement for a portion of the cement. For example, in some embodiments the cement component of the fiber cement may be reduced by an equal weight to the weight of silica fume added to the formulation, without undesirably affecting other physical properties of the fiber cement articles such as dimensional stability, flexural strength, or the like. In various formulations, the amount of silica fume in a fiber cement article may be, for example, between 0.25% and 5% of dry weight, between 0.25% and 4% of dry weight, between 0.25% and 3% of dry weight, between 0.25% and 2% of dry weight, between 0.25% and 1% of dry weight, or any sub-range or percentage therebetween. For example, in some embodiments, the silica fume content is approximately 0.5% of dry weight, approximately 1% of dry weight, approximately 1.5% of dry weight, approximately 2% of dry weight, etc. However, relatively large quantities of silica fume (e.g., above 2-3% of dry weight) may interfere with commercial-scale production of fiber cement composite materials.
Results of Waterproofness and Surface Wetness Testing
As will be described in greater detail, various fiber cement composite material formulations were tested to investigate the unexpected synergy of sizing agents and pozzolanic materials. In a first trial, control fiber cement specimens and specimens formulated using either silanol or silica fume (but not both) were tested to evaluate how much of either additive would be required (if even possible) to yield a waterproof fiber cement composite material. Second and third trials evaluated formulations including both silanol and silica fume in decreasing quantities to evaluate the extent of synergy by determining how little of each additive could be included in combination while still yielding an integrally waterproof fiber cement composite material. A fourth trial evaluated the effects of certain variations in the manufacturing processes disclosed herein.
Testing for waterproofness was performed using the ASTM D4068 hydrostatic test. A standard waterproofing test has not been established for tiled interior boards. However, the industry typically uses the ASTM D4068 hydrostatic test to assess waterproofness of waterproof membrane materials such as chlorinated polyethylene (CPE) or the like. Accordingly, specimens of the fiber cement compositions disclosed here were subjected to the ASTM D4068 test to provide a similar indication of waterproofness. The example revision of the test used to test the specimens was the ASTM D4068−17 version, revised in 2017.
ASTM D4068 hydrostatic pressure test is a pass-fail test. A specimen is exposed to surface pressure from a column of water 2 feet (60.96 cm) high and 2 inches (5.08 cm) in diameter. The specimen is exposed to the water surface pressure for 48 hours. After 48 hours of exposure, the specimen passes the test and can be considered waterproof if there is no evidence of water droplet formation on the opposite side (e.g., the underside) of the specimen. Evidence of water droplet formation (e.g., due to water seeping through the specimen below the water column) results in a failure of the waterproofness test.
In addition to the pass-fail result of the ASTM D4068 hydrostatic pressure test based on presence or lack of droplet formation, specimens of the fiber cement compositions were tested with a moisture meter to quantify surface wetness of the side of each specimen opposite the water column. The moisture meter provides a measurement of electrical conductivity along the surface of the specimen between two electrodes at a predefined spacing. Because electrical conductivity of the cementitious article increases in proportion to the presence of water along the conductive path between the electrodes, the determined conductivity can provide a reliable indication of surface wetness.
In a first trial, various sample specimens of fiber cement composite materials were produced and tested using the ASTM D4068 hydrostatic pressure test. The specimens tested in the first trial included control specimens including neither silanol nor silica fume, and specimens produced using either silanol or silica fume. A calcium silicate control specimen was formulated with cement comprising 28.70% of dry weight, silica comprising 55.80% of dry weight, cellulose fiber comprising 7.00% of dry weight, alumina comprising 3.00% of dry weight, and calcium silicate comprising 5.50% of dry weight. 1% silica fume, 2% silica fume, and 6% silica fume specimens were formulated based on the above calcium silicate control formulation, by adding silica fume in quantities of 1%, 2%, and 6% of dry weight, respectively, and reducing the quantity of cement by an equal weight. 3% silanol, 4% silanol, and 5% silanol specimens were formulated based on the above calcium silicate control formulation, by mixing the cellulose fiber with a silanol-dispersant solution in quantities of 3%, 4%, and 5% of fiber dry weight, respectively, before adding the remaining components. A perlite control specimen was formulated with 30.20% cement, 53.90% silica, 7.00% cellulose fiber, 3.00% alumina, and 5.90% perlite. A 4% silica fume specimen was formulated based on the perlite control formulation by adding 4% dry weight of silica fume (2% mixed with the cellulose fiber prior to adding the remaining components and 2% added with the remaining components) and reducing the quantity of cement by 4% dry weight. A 5% silanol specimen was formulated based on the above perlite control formulation by mixing the cellulose fiber with 5% fiber dry weight of the silanol-dispersant solution before adding the remaining components. After mixing, each specimen formulation was cured in an autoclave.
For the above formulations including silica fume, the silica fume was prepared as follows. The silica fume was received in a densified and agglomerated form. The silica fume was wet-out and dispersed in a 50% solids solution with fresh water for 10 minutes in a shear mixer. Particle size of the silica fume before mixing, after 1 minutes of mixing, and after 10 minutes of mixing is shown in Table 2 below.
For the above formulations including a silanol-dispersant solution, the silanol-dispersant solution was prepared as follows. A silanol solution of 88% solids was obtained. A dispersant aid was mixed with water to achieve 10% solids and mixed for 3 hours. The dispersant aid solution was mixed with the silanol solution in a quantity of 2% solids and mixed for 5 minutes.
Each formulation above was subjected to a 48-hour ASTM D4068 test. The results of the ASTM D4068 test are shown in Table 2 below.
Following the ASTM D4068 test, the specimens were further tested with a moisture meter to determine surface wetness. For each formulation, electrical conductivity (proportional to surface wetness) was measured for the surface opposite the column of water used for the ASTM D4068 test. The conductivity values were measured in a dimensionless scale corresponding to the moisture meter, and consistent across all samples. It was determined empirically that a conductivity value less than approximately 85 corresponds to a specimen passing the ASTM D4068 test (e.g., no droplet formation). Consistent with the results in Table 1 above, only the calcium silicate-5% silanol specimen had a conductivity value confidence interval lower than 85.
As shown in Table 1 above, only one of the ten specimens tested in the first trial passed the ASTM D4068 test for waterproofness. The passing specimen was the calcium silicate-5% silanol specimen. As described above, treating the cellulose fiber with 5% fiber dry weight of silanol-dispersant mixture would be undesirable for full-scale production of fiber cement composite materials due to various production difficulties associated with high levels of silanol. Moreover, while 5% silanol was sufficient for waterproofing in the calcium silicate formulation, 5% silanol did not yield a waterproof specimen in the perlite formulation. Thus, the first trial confirmed that neither silica fume alone nor silanol alone was suitable as a waterproofing additive in commercially feasible quantities.
In a second trial, various sample specimens of fiber cement composite materials were produced and tested using the ASTM D4068 hydrostatic pressure test. The specimens tested in the second trial included a calcium silicate control specimen, calcium silicate specimens produced using either silanol or silica fume, and calcium silicate specimens produced using both silanol and silica fume. The calcium silicate control specimen was formulated with cement comprising 28.70% of dry weight, silica comprising 55.80% of dry weight, cellulose fiber comprising 7.00% of dry weight, alumina comprising 3.00% of dry weight, and calcium silicate comprising 5.50% of dry weight. 3% silica fume and 6% silica fume specimens were formulated based on the above calcium silicate control formulation, by adding silica fume in quantities of 3% and 6% of dry weight, respectively, and reducing the quantity of cement by an equal weight. 2% silanol and 4% silanol specimens were formulated based on the above calcium silicate control formulation, by mixing the cellulose fiber with a silanol-dispersant solution in quantities of 2% and 4% of fiber dry weight, respectively, before adding the remaining components. In addition, combination specimens were formulated based on the above calcium silicate control formulation by mixing the cellulose fiber with the silanol-dispersant solution and replacing cement with silica fume each of the four possible combinations of the silica fume and silanol specimens above (e.g., 3% silica fume-2% silanol, 3% silica fume-4% silanol, 6% silica fume-2% silanol, and 6% silica fume-4% silanol). After mixing, each specimen formulation was cured in an autoclave. For the above formulations including silica fume, the silica fume was prepared by the same method as in Trial 1, except that the silica fume was wet-out and dispersed in a 25% solids solution rather than 50% solids. For the above formulations including the silanol-dispersant solution, the silanol-dispersant solution was prepared by the same method as in Trial 1.
Each formulation above was subjected to a 48-hour ASTM D4068 test. The results of the ASTM D4068 test are shown in Table 3 below.
Following the ASTM D4068 test, the specimens were further tested with a moisture meter to determine surface wetness. For each formulation, electrical conductivity (proportional to surface wetness) was measured for the surface opposite the column of water used for the ASTM D4068 test. The conductivity values were measured in a dimensionless scale corresponding to the moisture meter, and consistent across all samples. It was determined empirically that a conductivity value less than approximately 85 corresponds to a specimen passing the ASTM D4068 test (e.g., no droplet formation). Consistent with the results in Table 3 above, each of the specimens including both silica fume and silanol had a conductivity value significantly lower than 85, while the control specimen and each of the specimens including only silica fume or silanol had a conductivity value of approximately 85 or higher.
As shown in Table 3 above, each of the specimens including both silica fume and silanol passed the ASTM D4068 test for waterproofness, while the remaining specimens showed evidence of droplet formation and failed the test. In addition, the ASTM D4068 test conditions were maintained for more than 8 weeks beyond the 48-hour test period, and the passing specimens continued to pass the waterproofness test criteria by not showing evidence of droplet formation. Notably, the quantities of silica fume and silanol-dispersant solution used in producing some of the passing specimens was substantially lower than the quantities used in the failing specimens and the quantities used in Trial 1 (e.g., the calcium silicate-2% silanol-3% silica fume specimen). Thus, the second trial indicated that a combination of silica fume and silanol may be able to yield an integrally waterproof fiber cement composite material in substantially smaller concentrations.
In a third trial, various sample specimens of fiber cement composite materials were produced and tested using the ASTM D4068 hydrostatic pressure test. The specimens tested in the third trial included perlite specimens produced using both silanol and silica fume. The specimens were formulated based on a baseline formulation including cement comprising 30.20% of dry weight, silica comprising 53.90% of dry weight, cellulose fiber comprising 7.00% of dry weight, alumina comprising 3.00% of dry weight, and perlite comprising 5.90% of dry weight. The test specimens were formulated based on the above baseline formulation, by adding replacing the cement with silica fume in quantities of 0.5%, 2%, and 4%. For each of these three quantities of silica fume, three different formulations were produced by mixing the cellulose fiber with a silanol-dispersant solution in quantities of 0.5%, 1.5%, and 3% of fiber dry weight, respectively, before adding the remaining components. Thus, a total of nine different combination formulations were produced for the third trial. After mixing, each specimen formulation was cured in an autoclave. The silica fume was prepared by the same method as in Trial 2. The silanol-dispersant solution was prepared by the same method as in Trial 1.
Each formulation above was subjected to a 48-hour ASTM D4068 test. The results of the ASTM D4068 test are shown in Table 4 below.
Following the ASTM D4068 test, the specimens were further tested with a moisture meter to determine surface wetness. For each formulation, electrical conductivity (proportional to surface wetness) was measured for the surface opposite the column of water used for the ASTM D4068 test. The conductivity values were measured in a dimensionless scale corresponding to the moisture meter, and consistent across all samples. It was determined empirically that a conductivity value less than approximately 85 corresponds to a specimen passing the ASTM D4068 test (e.g., no droplet formation). Consistent with the results in Table 4 above, most of the specimens including both silica fume and silanol had a conductivity value significantly lower than 85, compared with the perlite control value greater than 85.
As shown in Table 4 above the specimens including both silica fume and silanol generally passed the ASTM D4068 test for waterproofness. Notably, the quantities of silica fume and silanol-dispersant solution used in producing some of the passing specimens was substantially lower than the quantities used in the failing specimens and the quantities used in Trials 1 and 2. For example, an integrally waterproof fiber cement composite material can be produced by replacing cement with silica fume at only 0.5% of dry weight, and mixing silanol-dispersant solution with the cellulose fiber at only 0.5% of total fiber dry weight. It is understood that these concentrations are low enough that they are unlikely to cause any production difficulties. Thus, the third trial confirmed that a combination of silica fume and silanol can be used to produce an integrally waterproof fiber cement composite material in commercially feasible concentrations.
A fourth trial was conducted similar to Trials 1-3. In the fourth trial, a calcium silicate-0.5% silanol-0.5% silica fume specimen was tested to determine whether the 0.5%/0.5% combination yielded similar waterproofness in a formulation including calcium silicate rather than perlite. The calcium silicate-0.5% silanol-0.5% silica fume specimen included (dry weight) 28.2% cement, 55.8% silica, 7.0% cellulose fiber, 3.0% alumina, 5.5% calcium silicate, and 0.5% silica fume. The cellulose fiber was mixed with the same silanol-dispersant solution of Trial 1, in a quantity of 0.5% fiber dry weight. The silica fume was prepared as in Trial 2, and the specimen was cured in the same manner. The calcium silicate-0.5% silanol-0.5% silica fume specimen did not show evidence of droplet formation after 48 hours and accordingly passed the ASTM D4068 test.
The fourth trial additionally include a process trial to assess the effects of several variations in the mixing process for a single formulation. Each of four process trial specimens had a formulation including (dry weight) 25.7% cement, 55.8% silica, 7.0% cellulose fiber, 3.0% alumina, 5.5% calcium silicate, and 3% silica fume. The cellulose fiber in each specimen was mixed with silanol in a quantity of 2% of total fiber dry weight. Thus, the formulations corresponded to a calcium silicate-2% silanol-3% silica fume formulation.
Two variables were tested among the four process trial specimens. A first variable was whether to pre-disperse the silanol prior to adding (e.g., mixing the cellulose fiber with a silanol-dispersant solution vs. mixing the cellulose fiber with a pure silanol solution). The second variable was whether to pre-mix the silanol with the cellulose fiber (e.g., mixing the silanol or silanol-dispersant solution with the cellulose fiber prior to adding the remaining components vs. mixing the silanol or silanol-dispersant solution with the cellulose fiber and the remaining components at the same time).
Four specimens were produced to test each possible combination of variables. All specimens passed the ASTM D4068 test for waterproofness, as shown in Table 5 below.
Following the ASTM D4068 test, the process trial specimens were further tested with a moisture meter to determine surface wetness. For each formulation, electrical conductivity (proportional to surface wetness) was measured for the surface opposite the column of water used for the ASTM D4068 test. The conductivity values in a dimensionless scale corresponding to the moisture meter, and consistent across all samples. It was determined empirically that a conductivity value less than approximately 85 corresponds to a specimen passing the ASTM D4068 test (e.g., no droplet formation). Consistent with the results in Table 5 above, the pre-mixed specimens had a conductivity value significantly lower than 85. However, despite passing the ASTM D4068 test, the specimens that were not pre-mixed had conductivity values of approximately 85. Based on the surface wetness testing in Trial 4, it was determined that pre-mixing the silanol with the cellulose fiber prior to adding the remaining components improved water resistance. However, pre-dispersing the pure silanol solution with a dispersant appeared not to have a significant impact on water resistance.
Fiber Cement Materials with Counterfeit Detection Features
Disclosed herein are fiber cement composite articles including defensive measures against the unauthorized sale of counterfeit articles. Defensive measures include one or more pigmented layers disposed between adjacent laminated layers within a fiber cement article. The pigmented layers can have a color different and visually distinguishable relative to the color of the adjacent laminated layers. In some embodiments, a fiber cement article such as a board, panel, sheet, or the like, can include several parallel pigmented layers. For example, a pigmented layer may be provided between each pair of adjacent laminated layers of the fiber cement article, such that the pigmented layers are regularly spaced and readily visible to an observer. Advantageously, the pigmented layers disclosed herein may be included in a fiber cement article without negatively affecting the strength or integrity of the finished article.
The manufacturing processes disclosed herein utilize pigments having suitably small particles sizes so as to provide for a thin and consistent pigmented layer covering substantially the full length and width of an article such that any portion of an article may be tested to confirm authenticity. Moreover, the particular processes and pigment particle sizes disclosed herein result in pigmented layers that remain visibly defined rather than smearing or bleeding when the articles are saw cut to confirm authenticity, as smearing or bleeding of the layers would complicate attempts to visibly confirm the presence of the pigmented layers.
As will be described in greater detail, the pigmented layers disclosed herein, when incorporated into manufactured fiber cement articles, may allow for purchasers or installers of fiber cement products to easily ascertain that a batch of fiber cement articles are genuine and not counterfeit prior to installation. For example, an installer may obtain a batch of fiber cement articles for installation. After obtaining the articles, such as at the installation site prior to installation, the installer may select one sample article from the batch and use a saw to cut off a portion of the sample article. The installer may then visually inspect the freshly cut faces of the sample article to see whether the pigmented layers can be observed within the fiber cement material. If the pigmented layers are observed, the installer may proceed with the installation having confirmed that the articles are genuine and are likely to perform as expected. If no pigmented layers are observed, the installer may test one or more additional sample articles from the batch, and/or may contact the seller and/or the purported manufacturer to report the possible counterfeit goods.
A finished article, such as the article 100 of
The pigmented layers described herein may be created so as to avoid inhibiting interlaminate bonding between adjacent laminated fiber cement layers, and may in some embodiments promote interlaminate bonding. The pigment particles within the pigmented layers may be suspended within a material adhering the adjacent laminated layers of fiber cement, or may be contained with adjacent portions of the adjacent laminated layers themselves. The pigment particles preferably have a relatively small particle size so as to prevent causing delamination or otherwise interfering with the adherence between the adjacent laminated layers of fiber cement. For example, in some embodiments the pigment particles have an average particle size of less than 50 micron, less than 20 micron, etc. In some embodiments, the pigment particles have a particle size of between 1 micron and 20 micron, between 2 micron and 10 micron, etc. In some embodiments, the pigment particles have a size of approximately 5 micron, such as between about 2.5 micron and about 7.5 micron.
Testing performed on example fiber cement articles, including the pigmented layers disclosed herein, indicated that a suitably small particle size may be critical to acceptable performance. For example, pigment particles having sizes of about 50 micron or smaller provided a relatively thin pigmented layer having a consistent thickness across the full extent of the article. However, pigmented layers produced with larger pigment particles were found to have uneven thicknesses in different regions of the same article and may even detrimentally affect the structural integrity of the article. In addition, larger pigment particles resulted in layers that were prone to smearing or bleeding at the location of a saw cut, obscuring the pigmented stripes intended to be visible at the side surface of a cut article when visually inspecting the cut article to confirm authenticity. In contrast, articles produced with smaller pigment particles as described herein, when saw-cut for inspection, yielded consistently contrasting and sharply defined stripes at the sawn side surfaces.
The pigment particles may be applied within a liquid carrier, which may be dried or otherwise removed during the curing process of the fiber cement articles. The liquid carrier may be, for example, water or any other suitable solvent or suspension medium. In one example, the pigment may be applied in an aqueous suspension including between 1 wt % and 10 wt %, such as approximately 2.5 wt %, of pigment. Other components may be included in the suspension or solution to enhance adhesion between adjacent laminate layers of fiber cement. The pigment solids may be treated with a high-shear dispersion process prior to application to ensure consistent color and thickness of the pigmented layers. The amount of pigment and carrier deposited may be metered so as to produce a desired thickness within the layer. For example, the suspension or solution may be applied at a dose of, for example, 6 to 9 dry grams per square foot of the fiber cement layer.
A fiber cement article may be produced by various manufacturing processes that produce layers of fiber cement material. In some examples, a fiber cement article may be produced by the Hatschek process. In the Hatschek process, a fiber cement slurry is formed, which may comprise a hydraulic binder, aggregates, water, and cellulose and/or polypropylene fibers. The slurry is deposited on a plurality of sieve cylinders that are rotated through the fiber cement slurry such that the fibers filter the fiber cement slurry to form a thin fiber cement film on a belt passing in contact with the sieve cylinders. A region of the belt containing a layer of fiber cement film may be passed over the sieve cylinders again to form an additional layer of fiber cement film against the first layer, and the process may be repeated until enough layers of fiber cement film are present to form an article having a desired thickness. For example, in some embodiments the article may be formed with two, three, four, five, or more layers. In the example article of
In the Hatschek process described above, the counterfeit detection features disclosed herein may be added by applying a layer of a pigment suspension, such as any of the pigment suspensions described herein, over one or more layers, or each layer of the fiber cement, after the layer is formed and before the next layer is formed in a subsequent pass over the sieve cylinders. For example, the pigment suspension may be applied by spraying or dripping the pigment suspension onto the formed layer, passing the formed layer through a container of the pigment suspension, passing the formed layer under a slot die applying the pigment suspension, or any other suitable means of applying the pigment suspension to the surface of the fiber cement. It may be preferable to apply the pigment suspension by a method that provides a thin and even coat over substantially the entire surface of each fiber cement layer such that, after curing, the pigmented layers are present throughout the full area of the finished fiber cement article, and any portion of the article may be tested to confirm authenticity.
As described above, the counterfeit detection features disclosed herein may be implemented in conjunction with any fiber cement formulation that can be used to form an article including two or more layers. Various example fiber cement composite material formulations compatible with the disclosed counterfeit detection features will now be described. It will be understood that the following example formulations are merely examples of the formulations that may be used, and that the scope of the present disclosure is not limited to the following formulations.
Embodiments of fiber cement composite material compositions generally include a cementitious hydraulic binder, such as Portland cement or any other suitable cement, silica, and fibers, such as cellulose or other suitable fibers. The fiber may include a blend of two or more types of fibers, and may include recycled fiber materials. In some embodiments, the fiber is added in the form of a pulp, such as wood pulp or the like. The fiber cement composite materials may further include additional components such as silica, alumina, coloring additives, or the like. One or more density modifiers, such as low density additives, may further be included. Coloring additives may include, for example, pigments such as red or pink clay, or the like. Density modifiers may include, for example, low-density additives such as calcium silicate, perlite, or the like. The components of a fiber cement composite material formulation may be mixed in a slurry form including water, and may be formed into fiber cement composite materials by any of various processes such as a Hatschek process or the like. Water content may be removed from the fiber cement composite materials by various curing methods including autoclaving or the like, to form solid fiber cement composite materials.
In example fiber cement formulations including coloring additives, the pigment in the pigmented layers between the laminated fiber cement layers may be selected to be a contrasting color relative to the colored fiber cement material. For example, fiber cement composite material including red or pink clay as a coloring additive may be manufactured with black or green pigmented layers to provide counterfeit detection, as red or pink pigmented layers may be difficult to identify visual due to their similarity or lightness relative to the color of the laminated fiber cement layers that form the majority of the thickness of the article.
In various formulations, the cement may comprise between 20% and 45% of the dry weight of the slurry. For example, the cement may comprise between 25% and 39% of dry weight, between 25% and 29% of dry weight, between 35% and 39% of dry weight, or any percentage within the preceding ranges. Cement content less than 20% or greater than 45% is similarly possible. In some embodiments, a relatively lower cement content, such as between 25% and 29% of dry weight, may be desirable for interior cladding articles, interior board, or the like. In some embodiments, a relatively higher cement content, such as between 35% and 39% of dry weight, may be desirable for exterior cladding articles. In some embodiments, the fiber cement material may be a water resistant or waterproof fiber cement including silica fume. In such embodiments, it will be understood that each of the cement contents or cement content ranges disclosed herein may be reduced by an amount of silica fume added to the formulation. For example, a baseline cement content of between 25% and 39% of dry weight may correspond to an actual cement content of between 23% and 37% of dry weight if 2% by weight of silica fume is included in the formulation.
In various formulations, cellulose fibers may comprise between 3% and 15% of dry weight of the slurry. For example, the cellulose fibers may comprise between 5% and 10% of dry weight, between 6% and 9% of dry weight, between 6.5% and 7.5% of dry weight, between 7.75% and 8.75% of dry weight, or any percentage within the preceding ranges. Cellulose fiber content less than 3% or greater than 15% is similarly possible. In some embodiments, a relatively lower cellulose fiber content, such as between 6.5% and 7.5%, or approximately 7% of dry weight, may be desirable for interior cladding articles, interior board, or the like. In some embodiments, a relatively higher cellulose fiber content, such as between 7.75% and 8.75%, or approximately 8.25% of dry weight, may be desirable for exterior cladding articles.
In various formulations, the silica may comprise any percentage between 50% and 60% of dry weight. For example, the silica may comprise approximately 50% of dry weight, 54% of dry weight, 56% of dry weight, 58% of dry weight, etc. In various formulations, the alumina may comprise any percentage between 2% and 5% of dry weight. For example, the alumina may comprise approximately 3% of dry weight, approximately 3.5% of dry weight, etc. In various formulations, the density modifier may comprise any percentage between 0% and 7% of dry weight. For example, some formulations may include no density modifier, or may include approximately 2% of dry weight, approximately 3% of dry weight, approximately 4% of dry weight, approximately 5% of dry weight, approximately 5.5% of dry weight, approximately 7% of dry weight, etc. Common density modifiers present in these quantities may include calcium silicate, perlite, or the like.
In some embodiments, additional components may be included as components in a fiber cement composite material, in addition to the components described above. For example, in some embodiments a fiber cement composite material formulation may include one or more components that cause water resistance or waterproofness of the finished fiber cement composite material. One example component is a hydrophobic agent such as a silanol solution, which may include silanol and water or another suitable solvent. Without being bound by theory, it is understood that silanols increase water resistance because they act as hydrophobic agents making the surfaces of the fibers hydrophobic and, when used to treat fiber cement fibers, prevent water from traveling through the fiber cement matrix along the edges of the fibers. In some embodiments, a silanol solution may be mixed with the fiber component of the fiber cement formulation. The silanol solution may be added to the fibers at the time the fiber is mixed with the remaining components of the fiber cement formulation, or may be pre-mixed with the fiber (e.g., for 1 minutes, 5 minutes, 10 minutes, 20 minutes, or more) prior to adding the remaining components of the fiber cement formulation. Quantities of silanol solution to be added to the fibers may be determined such that the silanol have a dry weight of approximately 0.25% of fiber dry weight, approximately 0.5% of fiber dry weight, approximately 1% of fiber dry weight, approximately 2% of fiber dry weight, approximately 3% of fiber dry weight, approximately 4% of fiber dry weight, approximately 5% of fiber dry weight, or more. The dry weight of the silanol may be in any suitable range such as between 0.25% and 3% of fiber dry weight, between 0.25% and 2% of fiber dry weight, between 0.25% and 1% of fiber dry weight, or any sub-range therebetween.
Silica fume is another example component that may be included in some fiber cement composite material formulations. Silica fume is a fine pozzolanic material comprising amorphous silica. Silica fume may be produced, for example, as a byproduct of the production of elemental silicon or ferro-silicon alloys in electric arc furnaces. Silica fume may be included in a variety of concrete and cementitious products, but is not typically used for waterproofing implementations. However, it has been discovered that silica fume may enhance the water resistance of fiber cement composite materials and may yield integrally waterproof fiber cement composite materials when included in conjunction with silanol. Without being bound by theory, it is believed that the relatively fine size of silica fume, relative to the other components of a fiber cement article, may reduce porosity of the cementitious matrix between fibers. Moreover, silica fume can conveniently be added to fiber cement formulations as a replacement for a portion of the cement. For example, in some embodiments the cement component of the fiber cement may be reduced by an equal weight to the weight of silica fume added to the formulation, without undesirably affecting other physical properties of the fiber cement articles such as dimensional stability, flexural strength, or the like. In various formulations, the amount of silica fume in a fiber cement article may be, for example, between 0.25% and 5% of dry weight, between 0.25% and 4% of dry weight, between 0.25% and 3% of dry weight, between 0.25% and 2% of dry weight, between 0.25% and 1% of dry weight, or any sub-range or percentage therebetween. For example, in some embodiments, the silica fume content is approximately 0.5% of dry weight, approximately 1% of dry weight, approximately 1.5% of dry weight, approximately 2% of dry weight, etc. However, relatively large quantities of silica fume (e.g., above 2-3% of dry weight) may interfere with commercial-scale production of fiber cement composite materials.
The foregoing description of the preferred embodiments of the present disclosure has shown, described and pointed out the fundamental novel features of the inventions. The various devices, methods, procedures, and techniques described above provide a number of ways to carry out the described embodiments and arrangements. Of course, it is to be understood that not necessarily all features, objectives or advantages described are required and/or achieved in accordance with any particular embodiment described herein. Also, although the invention has been disclosed in the context of certain embodiments, arrangements and examples, it will be understood by those skilled in the art that the invention extends beyond the specifically disclosed embodiments to other alternative embodiments, combinations, sub-combinations and/or uses and obvious modifications and equivalents thereof. Accordingly, the invention is not intended to be limited by the specific disclosures of the embodiments herein.
Certain features that are described in this disclosure in the context of separate implementations can also be implemented in combination in a single implementation. Conversely, various features that are described in the context of a single implementation can also be implemented in multiple implementations separately or in any suitable subcombination. Moreover, although features may be described above as acting in certain combinations, one or more features from a claimed combination can, in some cases, be excised from the combination, and the combination may be claimed as any subcombination or variation of any subcombination.
Moreover, while methods may be depicted in the drawings or described in the specification in a particular order, such methods need not be performed in the particular order shown or in sequential order, and that all methods need not be performed, to achieve desirable results. Other methods that are not depicted or described can be incorporated in the example methods and processes. For example, one or more additional methods can be performed before, after, simultaneously, or between any of the described methods. Further, the methods may be rearranged or reordered in other implementations. Also, the separation of various system components in the implementations described above should not be understood as requiring such separation in all implementations, and it should be understood that the described components and systems can generally be integrated together in a single product or packaged into multiple products. Additionally, other implementations are within the scope of this disclosure.
Conditional language, such as “can,” “could,” “might,” or “may,” unless specifically stated otherwise, or otherwise understood within the context as used, is generally intended to convey that certain embodiments include or do not include, certain features, elements, and/or steps. Thus, such conditional language is not generally intended to imply that features, elements, and/or steps are in any way required for one or more embodiments.
Conjunctive language such as the phrase “at least one of X, Y, and Z,” unless specifically stated otherwise, is otherwise understood with the context as used in general to convey that an item, term, etc. may be either X, Y, or Z. Thus, such conjunctive language is not generally intended to imply that certain embodiments require the presence of at least one of X, at least one of Y, and at least one of Z.
Language of degree used herein, such as the terms “approximately,” “about,” “generally,” and “substantially” as used herein represent a value, amount, or characteristic close to the stated value, amount, or characteristic that still performs a desired function or achieves a desired result. For example, the terms “approximately”, “about”, “generally,” and “substantially” may refer to an amount that is within less than or equal to 10% of, within less than or equal to 5% of, within less than or equal to 1% of, within less than or equal to 0.1% of, and within less than or equal to 0.01% of the stated amount.
Although making and using various embodiments are discussed in detail below, it should be appreciated that the description provides many inventive concepts that may be embodied in a wide variety of contexts. The specific aspects and embodiments discussed herein are merely illustrative of ways to make and use the systems and methods disclosed herein and do not limit the scope of the disclosure. The systems and methods described herein may be used in conjunction with fastening building panel support profiles to substrates, and are described herein with reference to this application. However, it will be appreciated that the disclosure is not limited to this particular field of use.
Some embodiments have been described in connection with the accompanying drawings. The figures are drawn to scale, but such scale should not be limiting, since dimensions and proportions other than what are shown are contemplated and are within the scope of the disclosed inventions. Distances, angles, etc. are merely illustrative and do not necessarily bear an exact relationship to actual dimensions and layout of the devices illustrated. Components can be added, removed, and/or rearranged. Further, the disclosure herein of any particular feature, aspect, method, property, characteristic, quality, attribute, element, or the like in connection with various embodiments can be used in all other embodiments set forth herein. Additionally, it will be recognized that any methods described herein may be practiced using any device suitable for performing the recited steps.
While a number of embodiments and variations thereof have been described in detail, other modifications and methods of using the same will be apparent to those of skill in the art. Accordingly, it should be understood that various applications, modifications, materials, and substitutions can be made of equivalents without departing from the unique and inventive disclosure herein or the scope of the claims.
This application is a continuation-in-part of U.S. patent application Ser. No. 15/773,059, filed May 2, 2018, entitled “BUILDING CLADDING AND METHOD FOR PREPARING SAME,” which is a U.S. National Phase of PCT International Application No. PCT/EP2016/082499, filed Dec. 22, 2016, entitled “BUILDING CLADDING AND METHOD FOR PREPARING SAME,” which claims the benefit of U.S. Provisional Application Ser. No. 62/387,599, filed Dec. 23, 2015, all of which are hereby incorporated by reference in their entirety and for all purposes. This application also claims the benefit of U.S. Provisional Application Ser. No. 62/756,811, filed Nov. 7, 2018, entitled “INTEGRALLY WATERPROOF FIBER CEMENT COMPOSITE MATERIAL,” and U.S. Provisional Application Ser. No. 62/903,445, filed Sep. 20, 2019, entitled “FIBER CEMENT ARTICLES WITH COUNTERFEIT DETECTION FEATURES,” both of which are hereby incorporated by reference in their entirety and for all purposes.
| Number | Date | Country | |
|---|---|---|---|
| 62387599 | Dec 2015 | US | |
| 62756811 | Nov 2018 | US | |
| 62903445 | Sep 2019 | US |
| Number | Date | Country | |
|---|---|---|---|
| Parent | 15773059 | May 2018 | US |
| Child | 16676252 | US |
