Hydraulically-Bonded Multilayer Panel
US-2024059614-A1 · Feb 22, 2024 · US
US9963390B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9963390-B2 |
| Application number | US-201515326879-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jun 23, 2015 |
| Priority date | Jul 17, 2014 |
| Publication date | May 8, 2018 |
| Grant date | May 8, 2018 |
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A dry cement mixture comprises Portland cement and an ultra-fine component consisting of at least one ultra-fine additive, said ultra-fine component being a hydraulic binder, wherein Portland cement is present in an amount of at least 70 wt % of the mixture and the ultra-fine component is present in an amount of at least 5 wt % of the mixture, wherein the ultra-fine component has a particle size distribution characterized by a particle diameter D 10 of between 0.5 μm and 2 μm and a particle diameter D 90 of between 2 μm and 8 μm.
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The invention claimed is: 1. A dry cement mixture comprising (a) at least 70 wt % of Portland cement; and (b) at least 5 wt % of an ultra-fine component, which is different than the (a) Portland cement, consisting of at least one ultra-fine additive, said ultra-fine component being a hydraulic binder that contains slag, the ultra-fine component having a particle size distribution characterized by a particle diameter D 10 of between 0.5 μm and 2 μm and a particle diameter D 90 of between 2 μm and 8 μm, and the at least one ultra-fine additive containing slag in an amount of >70 wt. %. 2. The dry cement mixture according to claim 1 , wherein the Portland cement is present in an amount of at least 80 wt. % of the dry cement mixture. 3. The dry cement mixture according to claim 1 , wherein Portland cement is present in an amount of 70-79 wt. % of the dry cement mixture. 4. The dry cement mixture according to claim 1 , wherein the Portland cement is present in an amount of at least 85 wt. % of the dry cement mixture; and the ultra-fine component is present in an amount of at least 7 wt. % of the dry cement mixture. 5. The dry cement mixture according to claim 1 , wherein the weight ratio of Portland cement and the ultra-fine component is between 85/15 and 95/5. 6. The dry cement mixture according to claim 1 , wherein the ultra-fine component has a particle size distribution characterized by a particle diameter D 10 of between 0.7 μm and 1 μm. 7. The dry cement mixture according to claim 1 , wherein the ultra-fine component has a particle size distribution characterized by a particle diameter D 90 of between 4 μm and 6 μm. 8. The dry cement mixture according to claim 1 , wherein the ultra-fine component has a particle size distribution characterized by a particle diameter D 100 of 10 μm-15 μm. 9. The dry cement mixture according to claim 1 , wherein the Portland cement has a particle size distribution characterized by a particle diameter D 10 of between 1 μm and 3 μm, and a particle diameter D 90 of between 30 μm and 60 μm. 10. The dry cement mixture according to claim 1 , wherein the Portland cement is a CEM I cement according to EN 197-1. 11. The dry cement mixture according to claim 1 , wherein the slag comprises ground blast furnace slag. 12. The dry cement according to claim 1 , wherein the ultra-fine component has a particle size distribution characterized by a particle diameter D 10 of between 0.7 μm and 1 μm, a particle diameter D 90 of between 4 μm and 6 μm, and a particle size distribution characterized by a particle diameter D 100 of (i) 10 μm-15 μm; the Portland cement has a particle size distribution characterized by a particle diameter D 10 of between 1 μm and 3 μm, and a particle diameter D 90 of between 30 μm and 60 μm; and wherein the weight ratio of Portland cement to the ultra-fine hydraulic component is between 85/15 and 95/5. 13. The dry cement according to claim 1 , wherein the at least one ultra-fine additive is comprised of slag in an amount of >80 wt. %. 14. The dry cement according to claim 13 , wherein the Portland cement is present in an amount of at least 85 wt. % of the dry cement mixture. 15. The dry cement mixture according to claim 1 , wherein the Portland cement is present in an amount of at least 90 wt. % of the dry cement mixture. 16. The dry cement mixture according to claim 1 , wherein the weight ratio of Portland cement and the ultra-fine component is about 90/10. 17. The dry cement mixture according to claim 1 , wherein the Portland cement has a particle size distribution characterized by a particle diameter D 10 of between 1.6 μm and 2 μm, and a particle diameter D 90 of between 35 and 45 μm. 18. The dry cement according to claim 12 , wherein the Portland cement has a particle size distribution characterized by a particle diameter D 10 of 1.6 μm and 2 μm, a particle diameter D 90 of between 35 and 45 μm. 19. A concrete composition comprising (a) a cement mixture according to claim 1 ; (b) aggregates; and (c) water. 20. A construction element comprising concrete produced by curing a concrete composition according to claim 19 .
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