Cement composition comprising biochar
US-2024425410-A1 · Dec 26, 2024 · US
US11325863B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-11325863-B2 |
| Application number | US-201816634160-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jul 30, 2018 |
| Priority date | Jul 28, 2017 |
| Publication date | May 10, 2022 |
| Grant date | May 10, 2022 |
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Provided herein are fiber reinforced cementitious materials and mixtures with increased crack resistance. The cementitious materials and mixtures include a cement and at least one carbon fiber. Also provide is a fiber reinforced cementitious mortar that includes the fiber reinforced cementitious material to which at least one of water, an aggregate material or a chemical admixture is added.
Opening claim text (preview).
What is claimed is: 1. A fiber reinforced cementitious material with increased crack resistance, consisting of: a premixture of a microfine cement and carbon nanofibers or carbon microfibers or a combination thereof; and water. 2. The fiber reinforced cementitious material of claim 1 , wherein the microfine cement is a microfine Portland cement. 3. The fiber reinforced cementitious material of claim 1 , wherein the carbon microfibers are milled carbon microfiber or chopped carbon microfibers or a combination thereof. 4. The fiber reinforced cementitious material of claim 3 , wherein the carbon nanofibers are each about 5 nanometers to about 150 nanometers in diameter and about 5 micrometers to about 200 micrometers in length. 5. The fiber reinforced cementitious material of claim 3 , wherein the carbon microfibers are each about 3 micrometers to 15 micrometers in diameter and ranges from less than 1 millimeter to greater than 15 millimeters in length. 6. The fiber reinforced cementitious material of claim 1 , wherein the carbon nanofibers or the carbon microfibers are 15% or less by weight of the microfine cement. 7. The fiber reinforced cementitious material of claim 1 , wherein the cementitious material has an increased resistance to cracking due to restrained drying shrinkage, bridges microcracks and delays formation of macro cracks, and has a high flexure strength, an increased compressive strength and an increased impact toughness. 8. The fiber reinforced cementitious material of claim 7 , wherein the cementitious material has an increased cracking resistance of at least 5,200% without loss to flexure strength, compressive strength or impact toughness. 9. A fiber reinforced mortar, consisting of: the premixture of claim 1 ; an aggregate material; a chemical admixture; and water. 10. The fiber reinforced mortar of claim 9 , wherein the aggregate material is sand, gravel or crushed stone or a combination thereof. 11. The fiber reinforced mortar of claim 9 , wherein the chemical admixture comprises a polycarboxylate high-range water reducer (HRWR) or a sucrose-based retarder or a combination thereof. 12. The fiber reinforced mortar of claim 11 , wherein the chemical admixture is 4% or less by weight of the microfine cement. 13. A fiber reinforced cementitious mixture with an increased resistance to cracking, consisting of: a premixture of carbon nanofibers and a microfine cement at 15% or less by weight of the cement per the carbon nanofibers; and at least one of water, an aggregate material or a chemical admixture. 14. The fiber reinforced cementitious mixture of claim 13 , wherein the microfine cement is a microfine Portland cement. 15. The fiber reinforced cementitious mixture of claim 14 , wherein the carbon nanofibers are each about 5 nanometers to about 150 nanometers in diameter and about 5 micrometer to about 200 micrometers in length. 16. The fiber reinforced cementitious mixture of claim 13 , wherein the cementitious mixture has an increased resistance to cracking of at least 5,200% without loss to flexure strength, compressive strength or impact toughness. 17. The fiber reinforced cementitious mixture of claim 13 , wherein the aggregate material is sand, gravel or crushed stone or a combination thereof. 18. The fiber reinforced cementitious mixture of claim 13 , wherein the chemical admixture comprises a polycarboxylate high-range water reducer (HRWR) or a sucrose-based retarder or a combination thereof. 19. The fiber reinforced cementitious mixture of claim 18 , wherein the chemical admixture is 4% or less by weight of the microfine cement.
Non-shrinking or non-cracking materials · CPC title
Portland cements · CPC title
Nanotechnology for materials or surface science, e.g. nanocomposites · CPC title
Carbon (carbon nanotubes C04B14/026) · CPC title
obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds · CPC title
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