Hydraulically-Bonded Multilayer Panel
US-2024059614-A1 · Feb 22, 2024 · US
US2016356003A1 · US · A1
| Field | Value |
|---|---|
| Publication number | US-2016356003-A1 |
| Application number | US-201615243373-A |
| Country | US |
| Kind code | A1 |
| Filing date | Aug 22, 2016 |
| Priority date | Sep 25, 2012 |
| Publication date | Dec 8, 2016 |
| Grant date | — |
A practical reading order for non-experts. Skip the full description unless you need deep technical detail.
What the patent document calls the invention.
A short plain-language summary of the technical disclosure.
Who owns or filed the patent and who is credited as inventor.
Filing, priority, publication, and grant dates set the timeline.
The legal scope of protection — read this for what is actually claimed.
Technology tags used to group this patent with similar filings.
Prior art links and similar publications in this corpus.
Official abstract text for this publication.
The invention comprises a method of forming a slab on grade. The method comprises placing a first layer of insulating material horizontally on the ground and placing plastic concrete for a slab on grade on the first layer of insulating material. The plastic concrete is then formed into a desired shape having a top and sides. A second layer of insulating material is placed on the top of the plastic concrete and the first and second layers of insulating material are left in place until the concrete is at least partially cured. The second layer of insulating material is then removed. The product made by the method is also disclosed. A slab on grade is also disclosed.
Opening claim text (preview).
1 - 30 . (canceled) 31 . A method comprising: placing a plastic cementitious material in an insulated concrete form, wherein the cementitious material consists essentially of: approximately 30% to approximately 80% by weight portland cement, the remaining cementitious material comprising one or more pozzolanic materials; and allowing the cementitious material to at least partially cure in the insulated concrete form such that the temperature of the cementitious material, when plotted versus time, forms an initially ascending curve followed by a descending curve, wherein the descending curve lasts for greater than or equal to 24 hours. 32 . The method of claim 31 , wherein the descending curve lasts for greater than or equal to 48 hours. 33 . The method of claim 31 , wherein the one or more pozzolanic materials are slag cement, fly ash, silica fume, rice husk ash, metakaolin, or other siliceous, aluminous or aluminosiliceous materials that react with calcium hydroxide in the presence of water. 34 . The method of claim 31 , wherein the portland cement comprises approximately 30% to approximately 70% by weight portland cement. 35 . The method of claim 31 , wherein the portland cement comprises approximately 30% to approximately 60% by weight portland cement. 36 . The method of claim 31 , wherein the portland cement comprises approximately 30% to approximately 50% by weight portland cement. 37 . The method of claim 31 , wherein the insulated concrete form has an R-value of greater than 4. 38 . The method of claim 31 , wherein the insulated concrete form has an R-value of greater than 8. 39 . The method of claim 31 , wherein the insulated concrete form comprises a pair of rectangular, vertically oriented insulating layers horizontally spaced from each other. 40 . The method of claim 31 , wherein the insulated concrete form comprises a pair of rectangular, horizontally oriented insulating layers vertically spaced from each other. 41 . A method comprising: placing a plastic cementitious material in an insulated concrete form, wherein the cementitious material consists essentially of: approximately 30% to approximately 80% by weight portland cement, the remaining cementitious material comprising one or more pozzolanic materials; and allowing the cementitious material to at least partially cure in the insulated concrete form such that the temperature of the cementitious material achieves a temperature greater than the same cementitious material would achieve in a non-insulated concrete form and the temperature remains at a greater temperature for a time greater than or equal to 24 hours. 42 . The method of claim 41 , wherein the portland cement comprises approximately 30% to approximately 70% by weight portland cement. 43 . The method of claim 41 , wherein the portland cement comprises approximately 30% to approximately 60% by weight portland cement. 44 . The method of claim 41 , wherein the portland cement comprises approximately 30% to approximately 50% by weight portland cement. 45 . The method of claim 45 , wherein the insulated concrete form has an R-value of greater than 4. 46 . The method of claim 45 , wherein the insulated concrete form has an R-value of greater than 8. 47 . A method comprising: placing a plastic cementitious material in an insulated concrete form, wherein the cementitious material consists essentially of: approximately 30% to approximately 80% by weight portland cement, the remaining cementitious material comprising one or more pozzolanic materials; and allowing the cementitious material to at least partially cure in the insulated concrete form such that the temperature of the cementitious material, when plotted versus time, forms an initially ascending curve followed by a descending curve, wherein the temperature of the cementitious material achieves a temperature greater than the same cementitious material would achieve in a non-insulated concrete form and remains at a greater temperature for a time greater than or equal to 24 hours and wherein the descending curve lasts for greater than or equal to 24 hours. 48 . The method of claim 47 , wherein the portland cement comprises approximately 30% to approximately 60% by weight portland cement. 49 . The method of claim 47 , wherein the portland cement comprises approximately 30% to approximately 50% by weight portland cement. 50 . The method of claim 47 , wherein the insulated concrete form has an R-value of at least 4.
Slag cements · CPC title
Portland cements · CPC title
Mixtures or their components, e.g. aggregate (E01C7/147, E01C7/355 take precedence) · CPC title
for road construction · CPC title
Paving elements formed in situ; Permanent shutterings therefor (removable shutterings E01C19/502; moulding machines therefor E01C19/508); Inlays or reinforcements which divide the cast material in a great number of individual units (reinforcement girders which do not break the cohesion of the covering material E01C11/16, E01C11/185) · CPC title
Related publications grouped by family.
Answers are generated from the same data shown on this page.