Joint compound, wall assembly, and methods and products related thereto
US-9169426-B2 · Oct 27, 2015 · US
US9365455B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9365455-B2 |
| Application number | US-201514736861-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jun 11, 2015 |
| Priority date | Sep 25, 2012 |
| Publication date | Jun 14, 2016 |
| Grant date | Jun 14, 2016 |
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Provided are compositions and methods for expeditious wall installation by spray-applying a joint compound comprising a polymeric binder and hollow spheres.
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What is claimed is: 1. A drying-type joint compound with a shrinkage of less than 15% by volume as measured according to ASTM C474-05, the drying-type joint compound comprising a plurality of hollow spheres and a binder selected from the group consisting of acrylic acid polymers, acrylic acid copolymers, alkyds, polyurethanes, polyesters, epoxies, and combinations thereof; wherein the hollow spheres are composed of self-contained air bound by a solid barrier and wherein the hollow spheres have an average isostatic crush strength of at least about 250 psi as measured according to ASTM D3102-78; and where the density of the spheres are from about 0.0015 lb/in 3 (about 0.04 g/cm 3 ) to about 0.04 lb/in 3 (about 1.1 g/cm 3 ); and wherein the drying-type joint compound has the viscosity in the range from about 15,600 cP to about 23,000 cP as measured according to ASTM C474-05. 2. The joint compound of claim 1 , wherein the binder in the joint compound is an acrylic acid polymer or acrylic acid copolymer. 3. The joint compound of claim 1 , wherein the binder in the joint compound is in the form of an aqueous emulsion. 4. The joint compound of claim 1 , wherein the joint compound exhibits a shrinkage of about 2% or less, as measured by ASTM C474-05. 5. The joint compound of claim 1 , wherein the joint compound is substantially free of at least one of the following: setting minerals, bulk filler, clays, starch, mica, calcium carbonate, expanded perlite, calcium magnesium carbonate, limestone, calcium sulfate dihydrate, attapulgite clay, kaolin clay, talcs, diatomaceous earth, or a combination thereof. 6. The joint compound of claim 1 , wherein the hollow spheres are selected from the group consisting of lime boro-silicate, polystyrene, ceramic, recycled-glass, expanded glass, and lightweight polyolefin beads, thermoplastic, thermoset, and any combination thereof. 7. The joint compound of claim 1 , wherein the joint compound comprises: (a) a latex emulsion binder in the amount from about 3% to about 90% by weight of the wet composition; (b) the hollow spheres are present in the amount from about 5% to about 25% by weight of the wet composition; (c) a nonionic surfactant in the amount from about 0.001% to about 5% by weight of the wet composition; and (d) a humectant in the amount from about 0.001% to about 3% by weight of the wet composition. 8. The joint compound of claim 7 , wherein the joint compound further comprises at least one of the following: (a) a defoamer in the amount from about 0.05% to about 5% by weight of the wet composition; (b) a rheological modifier in the amount from about 0.1% to about 5% by weight of the wet composition; (c) a biocide, in the amount from about 0.1% to about 1.5% by weight of the wet composition; (d) at least one of calcium carbonate and limestone in the amount from about 1% to about 40% by weight of the wet composition; and (e) delaminated clay in the amount from about 0.1% to about 5% by weight of the wet composition. 9. The joint compound of claim 1 , wherein the joint compound consists essentially of: (a) a latex emulsion binder in the amount from about 3% to about 90% by weight of the wet composition; (b) the hollow spheres are present in the amount from about 5% to about 25% by weight of the wet composition; (c) a nonionic surfactant in the amount from about 0.001% to about 5% by weight of the wet composition; (d) a humectant in the amount from about 0.001% to about 3% by weight of the wet composition; and (e) water. 10. A wall installation method, the method comprising: (a) obtaining a first gypsum board and a second gypsum board; (b) obtaining a drying-type joint compound with the viscosity from about 15,600 cP to about 23,000 cP as measured by ASTM C474-05, and a shrinkage of less than 15% by volume as measured by ASTM C474-05, the drying-type joint compound comprising a plurality of hollow spheres and a binder selected from the group consisting of acrylic acid polymers, acrylic acid copolymers, alkyds, polyurethanes, polyesters, epoxies, and combinations thereof; wherein the hollow spheres are composed of self-contained air bound by a solid barrier and wherein the hollow spheres have an average isostatic crush strength of at least about 250 psi as measured according to ASTM D3102-78; and where the density of the spheres are from about 0.0015 lb/in 3 (about 0.04 g/cm 3 ) to about 0.04 lb/in 3 (about 1.1 g/cm 3 ); (c) joining the two boards together such that the edges of the two boards create a seam; and (d) spraying the seam with the drying type joint compound, until the seam is filled with the joint compound. 11. The method of claim 10 , wherein each of the boards is having at least one tapered edge with a recess depth at the deepest point from about 0.005 inch to about 0.05 inch. 12. The method of claim 11 , wherein the installation is completed in less than 24 hours. 13. The method of claim 10 , wherein the joint compound is applied in one coat only. 14. The method of claim 10 , wherein the seam between the first board and second board is further reinforced with a joint tape. 15. The method of claim 10 , wherein the first board and the second board comprise of a gypsum core sandwiched between two sheets of paper. 16. The method of claim 10 , wherein the seam is sanded after it is filled with the joint compound and the joint compound is dried. 17. The method of claim 10 , wherein the installation is completed in less than 48 hours. 18. The method of claim 10 , wherein the step of obtaining the drying-type joint compound is performed by formulating the joint compound consisting essentially of: (a) a latex emulsion binder in the amount from about 3% to about 90% by weight of the wet composition; (b) wherein the hollow spheres are present in the amount from about 5% to about 25% by weight of the wet composition; (c) a nonionic surfactant in the amount from about 0.001% to about 5% by weight of the wet composition; (d) a humectant in the amount from about 0.001% to about 3% by weight of the wet composition; (e) a defoamer in the amount from about 0.05% to about 5% by weight of the wet composition; (f) a rheological modifier in the amount from about 0.1% to about 5% by weight of the wet composition; (g) a biocide, in the amount from about 0.1% to about 1.5% by weight of the wet composition; (h) at least one of calcium carbonate and limestone in the amount from about 1% to about 40% by weight of the wet composition; (i) delaminated clay in the amount from about 0.1% to about 5% by weight of the wet composition; and (j) water. 19. The method of claim 10 , wherein the viscosity of the joint compound is measured prior to the joint compound is spray-applied to the seam. 20. A method preparing a joint compound for spray application, the method comprising: (a) preparing a composition comprising a latex emulsion binder in the amount from about 3% to about 90% by weight of the wet composition; a plurality of hollow spheres having an average isostatic crush strength of at least about 250 psi, as measured according to ASTM D3102-78, wherein the spheres are present in the amount from about 5% to about 25% by weight of the wet composition; a nonionic surfactant in the amount from about 0.001% to about 5% by weight of the wet composition; and a humectant in the amount from about 0.001% to about 3% by weight of the wet composition; (b) measuring the viscosity of the composition according to ASTM C474-05; and (c) adjusting the viscosity of the compos
porous or hollow · CPC title
Compositions of mortars, concrete or artificial stone, containing only organic binders {, e.g. polymer or resin concrete (mechanical aspects of moulding polymer or resin concrete B29C67/242)} · CPC title
Biocides · CPC title
porous, e.g. foamed glass · CPC title
Solid spheres · CPC title
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