For the purposes of promoting an understanding of the principles of the invention and presenting its currently understood best mode of operation, reference will now be made to the embodiments illustrated in the drawings and specific language will be used to describe the same. It will nevertheless be understood that no limitation of the scope of the invention is thereby intended, with such alterations and further modifications in the illustrated device and such further applications of the principles of the invention as illustrated therein being contemplated as would normally occur to one skilled in the art to which the invention relates.
The present invention relates to concretes enjoying a glaze-assisted cement-aggregate bond with increased strength, and a method for making the same. In particular, the method is useful for increasing the strength of the bond between the cementitious matrix and the dispersed porcelain aggregate phase therein; the invention is particularly useful in enhancing the bond between a Portland cement matrix and a dispersed shaped porcelain aggregate phase to thus enhance the strength of the concrete.
Ceramic glazes offer an opportunity to establish a microscopically roughened surface that may enhance mechanical bonding. Further, through careful control of the chemistry of the glaze, chemical bonding of the cement paste to the high-strength aggregate may be promoted. A strong chemical-mechanical bond offers the most efficient route for transferring the mechanical strength attributes of the aggregate to the concrete composite.
To demonstrate the effect of enhancing the bonding between cement paste and porcelain aggregate via the use of a glaze on the porcelain aggregate, a series of test glazes were developed that systematically altered the surface texture and chemistry of the glazed aggregate. It was demonstrated that gloss glazes provided the smoothest surface for enhanced mechanical bonding and thus bonded the least well to the cement matrix. Matte glazes that were high in alumina and low in silica bonded only slightly better to the cement matrix; but matte glazes high in calcium and silica (and therefore low in alumina and alkali) bonded strongly to the cement matrix. These high calcium-high silica glazes typically exhibit a craggy, rough surface providing both high surface area (for chemical interactions) and sufficient roughness to promote mechanical bonding. While data suggests that the contributions from the chemical bonding mechanism dominate those of the mechanical bonding mechanism, it is clear that the combination of chemical and mechanical enhances the bond between the cementitious matrix and the porcelain aggregate phase, greatly increasing the strength of the concrete.
By enhancing the bonding between the cement matrix and the high-strength aggregate, the strength of the concrete is enhanced, thus providing a comparatively inexpensive method for producing high-strength concrete. This approach allows for the bonding of the cement matrix to a high-strength aggregate to be specifically manipulated to allow greater or lesser bonding, thus allowing the properties of the cement to be precisely controlled. In other words, by controlling the cement-aggregate interfacial strength, the strength or toughness of the concrete can be fine-tuned to fit the requirements of a specific application.
While the description and embodiments herein focus on porcelain aggregate dispersed in a Portland cement matrix with a high-silica interfacial glaze layer therebetween, other aggregate compositions coated with glaze layers of other compositions and dispersed in matrices of other compositions are likewise contemplated; the scope of the invention is not necessarily limited to porcelain aggregate dispersed in Portland cement.
As seen in
While the aggregate bodies 10 may have any convenient shape(s), the aggregate bodies 10 typically have similar shapes, more typically have substantially the same shape, and still more typically have specific geometric shapes, such as that of the tetrajack. A tetrajack is a three dimensional shape that may be described as a base tetrahedron (the base) with coincident tetrahedra joining its four faces. The tetrajack shape offers the advantage of having one of the highest know packing densities.
While the aggregate bodies 10 may be glaze coated in their green state, sintering or bisque firing the green bodies makes them less fragile and less prone to deformation during handling prior to firing. For example, the green bodies may be heated at a rate of approximately 1.5 degrees Celsius per minute to a temperature of 1260° C. and then allowed to soak or dwell at temperature (1260° C.) for 3 hours. After the soak, the bodies 10 are cooled substantially to room temperature at a rate of 1.5 degrees Celsius per minute. Typically, the bodies 10 are bisque fired to a temperature of at least about 1150 degrees Celsius, and more typically to at least about 1250 degrees Celsius with a soak of at least about 2 hours.
The glaze, in either a fritted or raw form, is applied to the aggregate bodies 10 using conventional means (i.e., spraying, dipping, or via a waterfall technique) to provide a thin (typically less than about 200 μm and more typically about 50 μm) coating after firing. Typically, the aggregate is calcined (i.e., low temperature bisqued) prior to glazing to promote a stronger bond between the aggregate and the glaze, although green (unfired) and fully vitrified porcelain can also be glazed using this approach.
A relatively thin glaze coating is typically applied to reduce the tendency of failure occurring within the glaze layer and also to improve the transfer of stress to the aggregate. The glaze is matured by firing at elevated temperature, the level of which is dictated by the maturation temperature of the porcelain body. Typical temperatures range from about 1150° C. to about 1320° C., although other temperatures are possible. Overfiring of the aggregate may impair the strength and may also promote the formation of a glossy surface, thus reducing the effectiveness of the glaze coating as a means of improving the bonding between the cementious matrix phase and the high-strength aggregate phase.
Flux ratio: Analysis of ceramic glazes used by industry and artists indicate that the ratio of alkali oxides and the RO oxides is 0.3:0.7 (R2O:RO), but can range from 0.2:0.8 to 0.4:0.6 in industrial glazes. Li2O, Na2O, and K2O are collectively referred to as the alkali (i.e., R2O) oxides, but in most glazes are typically an unspecified blend of Na2O and K2O. The RO oxides are typically referred to as the alkaline earth oxides of MgO, CaO, SrO, and BaO, FeO, but also including ZnO and PbO. Trials of these glazes at the 0.3:0.7 level indicates that these glazes typically do not bond strongly to the cement paste, and that bonding occurs most readily when the ratio of R2O:RO is less than 0.25:0.75; bonding most readily occurs when the ration of R2O:RO is about 0.1:0.9. Further decreases in the relative amount of alkali (R2O) typically does not enhance the bonding between the cement phase and the porcelain aggregate phase.
Al2O3: Furthermore, the ratio of alumina (Al2O3) to the sum of the fluxes (R2O+RO, on a molar ratio basis is always equivalent to unity, or 1.0) is typically held at the 0.3 level or below, and more typically alumina is present at a level of 0.2 moles to mole of flux. Typical Al2O3 levels in industrial glazes range from 0.3 to 0.6 and the specific ratio is usually dictated by the intended industrial application and the glaze esthetic. Increasing the alumina level typically increases the glaze durability in commercial industrial glazes, but in this application, higher alumina levels tend to limit the degree of the chemical bonding of the cement paste to the glaze coating.
SiO2: A higher silica level in the glaze typically promotes chemical bonding between he glaze and the cement paste. This is believed to be due to the general deficiency of silica in the Portland cement system, and the saturation of the liquid phase in the cement paste with calcium. Cement pastes are saturated with calcium during the reaction phase due to the dissolution (of Portland cement) and the precipitation (of the hydrated cement phase) mechanisms in the cement paste reactions, so the availability of additional silica is beneficial. Having a surface that is high in silica, as is present in the high-silica matte glazes, promotes chemical bonding between the cement paste and the porcelain aggregate. In addition, high silica glazes, particularly those that are low in alkali (R2O) tend to have strong matte surfaces, and when observed in a scanning electron microscope, the matte character is manifest as a rough, craggy surface (as illustrated in
B2O3: If B2O3 is added to the glaze, the molar ratio to the fluxes should also be low, below 0.3. Excessive boron will soften the glaze and reduce the glaze viscosity at high temperature, but does not enhance bonding between the cement paste and the porcelain aggregate.
Typical compositions: Two typical compositions for a glaze that enhances the bonding between the cement paste and a high-strength porcelain aggregate, represented on a molar ratio basis are
0.1 R2O, 0.9 CaO; 0.20 Al2O3, and 6.0 SiO2 (Glaze 21A in Table 1) and
0.1 R2O, 0.9 CaO; 0.20 Al2O3, and 7.0 SiO2 (Glaze 26A in Table 1).
Table 1 below lists several high-silica glaze compositions.
As shown in
Green porcelain aggregate 10 was glazed via dipping. Glaze suspensions of 30, 35, and 40 weight percent solids (with the remained being water) were tested for dipping. Green aggregate was sufficiently wetted by dipping into glaze suspensions to cause a significant portion of the green aggregate bodies 10 to lose their shape. The dipped green aggregate bodies 10 also absorbed sufficient glaze to result in a thick coating sufficient to effectively bring the aggregate closer to spherical shape. The coated green bodies 10 were fired to a soak temperature of about 1150 degrees Celsius and held at temperature for 4 hours.
Green porcelain aggregate was sprayed with aqueous suspensions of 30, 35, and 40 weight percent solid. The aggregate was placed in a strainer and then sprayed. The aggregate were tumbled in the strainer while being sprayed to maximize the homogeneity of the coating. The coated green bodies were fired to a soak temperature of about 1250 degrees Celsius and held at temperature for 2 hours.
Bisqued aggregate was glazed (both by dipping and by spraying) with aqueous suspensions of 35 and 40 weight percent solid with 2, 3 and 4 weight percent additions of polyethylene glycol and/or carboxy methylcellulose (to thicken the glaze for increased adherence to the bisqued aggregate). Dipping quantities of aggregate in glaze resulted in adherence of individual aggregate pieces to one another, which would give rise to the aggregate fusing together during firing. Sprayed aggregate had more uniform and thin glaze coatings and did not adhere to one another. The coated bisqued bodies were fired to a soak temperature of about 1200 degrees Celsius and held at temperature for 3 hours.
Predetermined amounts of aggregate were tumbled with predetermined amounts of glaze suspension (of composition 21-2) such that the glaze was sufficient to coat the aggregate without giving rise to adhesion of aggregate pieces. 6.2 kg of porcelain aggregate was tumbled with 220 grams of 35 weight percent glaze compositions 21-2 (with 2 weight percent CMC thickener) for one minute in a 5 gallon vessel. The glazed aggregate was then removed from the vessel and air dried. The glazed bodies 10 were fired to 1200° C. for 3 hours.
Glazes 21-33 and 21a-33a were fired at various temperatures ranging from 1245° C. to 1315° C. The ramp rate in these firings was 300° C. per hour with a hold at peak temperature for 3 hours.
Glaze 21 and glazes 21-1 through 21-6 were fired at various temperatures from 1050° C. to 1250° C. The ramp rate in these firings was approximately 150° C. per hour with a hold at peak temperature for 45 minutes.
In operation, a high-strength Portland-cement based concrete 40 is produced by first applying a coating of high-silica glaze to (typically porcelain) aggregate pieces 10 and then firing the porcelain aggregate pieces 10 to bond the high-silica glaze layer 30 thereto, typically to a temperature of at least about 1150 degrees Celsius. (See
Typically, the aggregate pieces 10 are all substantially the same size; however, the aggregate pieces 10 may be characterized by any convenient size distribution curve. More typically, the aggregate pieces 10 all have the same or similar shapes, and more typically the aggregate pieces 10 have the shape of a tetrajack.
For example, the high silica glaze coating 125 is typically applied to the underside of a pressed or extruded tile 110 using any convenient industrial glaze application technique, such as spraying, waterfall, dipping, dry application, or the like. More typically, for manufacturing ease, and for firing in typical roller hearth kilns, the bonding coating 125 is applied to the valleys 130 commonly formed in the tile body 110 underside rather than over the entire surface (i.e., the bonding coating 125 fills the valleys 130 but generally does not cover the ribs 135 that protrude between and define the valleys 130), so as to reduce the tendency of bonding coatings 125 to be deposited on the roller hearth kiln rollers. The glaze bonding coating 125 is then typically fired to a relatively low temperature, such as about 1150 degrees Celsius, to prevent the glaze 125 from substantially melting so as to maintain a degree of surface roughness on the tile body 110 for the promotion of mechanical bonding. By keeping the compositions within the above-specified limits, chemical bonding to the cement paste layer 120 is thus promoted and enhanced.
As discussed above, the composition of the coatings 125 is typically maintained as low in alumina and as high in silica to promote bonding to the cement paste 120. The coating thickness typically does not exceed the thickness of a few particles; coating thicknesses are typically less than about 50 microns.
In operation, a desired contact surface 140 (typically a roughened or rib 135 and valley 130 surface) of the substrate 110 is at least partially coated 145 with a reactive glaze 125. The at least partially coated contact surface 150 is cured 155 to form a substantially rough glazed contact surface 160. Curing 155 is typically accomplished by firing the at least partially coated contact surface 150 at a temperature of below about 250 degrees Celsius for about 1 to about 3 hours. A mortar/cement layer 120 is applied 165 to the to the substantially rough glazed contact surface 160 and is chemically reacted 170 with the same to form an intermediate bond layer 115. The intermediate bond layer 115 both chemically and mechanically bonds the substrate 110 to the mortar/cement layer 120.
As disclosed above, the bond 115 typically contains less than about 0.25 molar equivalents of alumina. Likewise, the reactive glaze 125 is substantially silica and flux, with molar ratio of silica to flux typically at least about 5 to 1, and more typically at least about 9 to 1. The flux is typically calcia, but may be other compositions, such as about 90 percent calcia and about 10 percent R2O, where R is chosen from the group including lithium, sodium and potassium.
The glaze coating 125 typically has a maximum thickness of about 50 microns, but may be thicker. For example, in some applications, the glaze coating is desired to have a maximum thickness of about 250 microns.
Soluble silicates represent a particularly robust bonding media 220. Na-silicate (commonly referred to as “water glass”) and NH4-silicate are water soluble silicates that when dried form strong, hard glasses. This medium 220 has three advantages: it is inexpensive, readily available, and provides an additional silicate surface for chemical bonding to the cement paste (as illustrated schematically in
Siloxane-based media 220 allow a silicon based polymeric bonding matrix to extend between the quartz grains 215. These media 220 are not water soluble, however, and thus need to be diluted, such as with alcohol. The quartz particle solid-loading is similar to that described above inreference to soluble silicate media coatings 210. A dilute, low viscosity application suspension is typically selected to promote the exposure of quartz grains 215 through the coating media 220. Room temperature or low temperature curing (less than 250° C.) is typical.
Epoxy based media 220 have the advantage of offering potentially very high bonding strength in the bonding layer 210. However, since epoxies 220 are not water soluble, the cross linking is often difficult if excessively dilute. These media 220 have the advantage of being room temperature cured thus avoiding the need for a higher temperature curing cycle. The application of both the siloxane and epoxy media 220 are accomplished as described above in regards to the soluble silicate media 220.
In operation, the quartz aggregate 215 and bonding medium 220 are mixed to form a bonding system 217. The bonding system 217 is applied to a substrate or aggregate material 205 and then cured 235 to form a bonding layer 210. The substrate is typically ceramic, but may be non-ceramic as well. The bonding system is typically cured by firing to a low curing temperature (typically, less than about 250 degrees Celsius and more typically to a temperature of about 110 degrees Celsius, but may be allowed to cure at room temperature or the like) to form the cured bonding layer 235. A cement or mortar layer 225 is then applied to the cured bonding layer 235. The cement/mortar layer 225 is allowed to react with the cured bonding layer 235, and, more typically, with the protruding quartz particles 215, to form a bond layer 230 around the quartz particles 215.
While the invention has been illustrated and described in detail in the drawings and foregoing description, the same is to be considered as illustrative and not restrictive in character. It is understood that the embodiments have been shown and described in the foregoing specification in satisfaction of the best mode and enablement requirements. It is understood that one of ordinary skill in the art could readily make a nigh-infinite number of insubstantial changes and modifications to the above-described embodiments and that it would be impractical to attempt to describe all such embodiment variations in the present specification. Accordingly, it is understood that all changes and modifications that come within the spirit of the invention are desired to be protected.
The present application is a utility application claiming priority to, and based upon, co-pending U.S. patent application Ser. No. 11/419,617 filed May 22, 2006, which claimed priority to then co-pending U.S. patent application Ser. No. 11/191,107, filed Jul. 27, 2005 and issued on May 23, 2006 as U.S. Pat. No. 7,048,795.