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Disclosed are concrete and fiber cement formulations and products comprising low-density calcium silicate hydrate, and methods for producing these formulations and products. The disclosed formulations exhibit accelerated curing times. Other advantages of the disclosed formulations include improved d

Disclosed are concrete and fiber cement formulations and products comprising low-density calcium silicate hydrate, and methods for producing these formulations and products. The disclosed formulations exhibit accelerated curing times. Other advantages of the disclosed formulations include improved dimensional stability in extruded products, reduced cracking, and reduced wash-out in underwater applications. The products of the disclosed formulation have lower cost of production and faster time to market.

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What is claimed is: 1. A method of forming a cementitious material, comprising: preparing a formulation comprising a cementitious binder and aggregate; adding to the formulation a quantity of low density calcium silicate hydrate sufficient to reduce the curing time of the formulation as compared t

What is claimed is: 1. A method of forming a cementitious material, comprising: preparing a formulation comprising a cementitious binder and aggregate; adding to the formulation a quantity of low density calcium silicate hydrate sufficient to reduce the curing time of the formulation as compared to an equivalent formulation without calcium silicate hydrate, wherein the low bulk density calcium silicate hydrate is added as a powder and comprises from about 0.5% to about 50% by weight of the formulation; and curing the formulation for a time sufficient to cause the material to set; wherein the formulation sets in a period of time that is at least 10% less than the time it would take an equivalent formulation without calcium silicate hydrate to set, and wherein the bulk density of the low bulk density calcium silicate hydrate is between about 0.015 g/cm3 and about 1.5 g/cm3. 2. The method of claim 1, wherein the formulation sets in a period of time that is at least 20% less than the time it would take an equivalent formulation without calcium silicate hydrate to set. 3. The method of claim 1, wherein the cementitious material comprises sufficient low bulk density calcium silicate hydrate to produce a cured product of density between about 0.6 g/cm3 and 1.2 g/cm3. 4. The method of claim 1, comprising forming the material using the Hatschek production process. 5. The method of claim 4, wherein preparing the formulation comprises mixing a slurry of cellulose fiber pulp with a slurry of silica to form a mixture, and adding cement to the mixture. 6. The method of claim 5, further comprising adding additional aggregates and additives to the mixture. 7. The method of claim 1, comprising forming the material into articles for building and construction applications. 8. The method of claim 7, wherein the material is formed into a concrete article. 9. The method of claim 8, wherein preparing the formulation comprises making a mixture by adding cement, silica and aggregate into a mixing machine and dry mixing the mixture. 10. The method of claim 9, further comprising adding fiber reinforcement to the mixture. 11. The method of claim 10, wherein the fiber reinforcement is selected from the group consisting of steel wire, steel rods, polymer fiber, cellulose fiber, and carbon fiber. 12. The method of claim 9, wherein the silica is quartz sand. 13. The method of claim 9, wherein the aggregate is selected from the group consisting of natural rock, sand, gravel, limestone and bottom ash. 14. The method of claim 9, further comprising adding water to the mixture and mixing the mixture. 15. The method of claim 14, wherein adding the calcium silicate hydrate accelerant to the formulation occurs after mixing the mixture with water. 16. The method of claim 15, further comprising mixing the mixture having calcium silicate hydrate. 17. The method of claim 8, wherein the low bulk density calcium silicate hydrate accelerant is added to the cementitious mixture after the cementitous mixture has been transported to its place of intended use. 18. The method of claim 1, wherein the formulation is formed into a green article by extrusion. 19. The method of claim 18, wherein preparing the formulation comprises making a mixture by adding cement, silica, and fibers into a mixing machine, and dry mixing the mixture. 20. The method of claim 19, wherein the formulation further comprises a siliceous aggregate in addition to the silica. 21. The method of claim 18, wherein the fibers are selected from the group consisting of cellulose fibers, synthetic polymer fibers, and a combination of both. 22. The method of claim 18, further comprising adding organic admixtures to the mixture. 23. The method of claim 19, further comprising adding water to the mixture, and mixing the mixture with the water. 24. The method of claim 23, wherein the calcium silicate hydrate is added to the mixture in dry form before adding water, and the calcium silicate hydrate is dry mixed with the mixture. 25. The method of claim 23, further comprising discharging the mixture into a kneader and kneading the mixture into a paste. 26. The method of claim 25, wherein the paste is degassed under vacuum. 27. The method of claim 25, wherein the paste is extruded through a die to form a green article. 28. The method of claim 25, wherein the water-solid-ratio of the paste is between about 0.4 to 1.2. 29. The method of claim 27, comprising precuring the mixture for a predetermined period of time. 30. The method of claim 27, further comprising autoclaving the green article. 31. In a method for accelerating the curing of an extruded cementitious article, the improvement comprising adding a quantity of low bulk density calcium silicate hydrate to a formulation used to produce the article sufficient to accelerate the curing of the cementitious article as compared to an equivalent formulation made without low bulk density calcium silicate hydrate, wherein the bulk density of the low bulk density calcium silicate hydrate is between about 0.015 g/cm3 and about 1.5 g/cm3, and wherein the low bulk density calcium silicate hydrate is added as a powder and comprises from about 0. 5% to about 50% by weight of the formulation. 32. In a method for accelerating the curing of a cementitious article cured underwater, the improvement comprising adding a quantity of low bulk density calcium silicate hydrate to a formulation used to produce the article sufficient to accelerate the curing of the cementitious article compared to an equivalent formulation made without low bulk density calcium silicate hydrate, wherein the bulk density of the low bulk density calcium silicate hydrate is between about 0.015 g/cm3 and about 1.5 g/cm3, and wherein the low bulk density calcium silicate hydrate is ddded as a powder and comprises from about 0.5% to about 50% by weight of the formulation. 33. The method of claim 1, wherein the formulation comprises a quantity of the low bulk density calcium silicate hydrate accelerant sufficient to accelerate the curing of the formulation by about 50% or more compared to an equivalent formulation without low bulk density calcium silicate hydrate. 34. The method of claim 1, wherein the formulation comprises sufficient low bulk density calcium silicate hydrate accelerant to produce a product of density between about 0.6 g/cm3 and about 1. 2 g/cm3, and wherein the strength-to-weight ratio of the product is higher compared to an equivalent product without low bulk density calcium silicate hydrate. 35. The method of claim 34, wherein the formulation is used to make articles for building and construction applications. 36. The method of claim 34, wherein the formulation is used in the Hatschek process. 37. The method of claim 36, wherein the formulation further comprises between about 5% and about 15% cellulose fibers. 38. The method of claim 36, wherein the formulation comprises between about 0.5% and about 15% low bulk density calcium silicate hydrate. 39. The method of claim 36, wherein the formulation comprises between about 25% and about 50% Portland cement. 40. The method of claim 36, wherein the formulation comprises between about 25% and about 50% silica. 41. The method of claim 36, wherein the formulation comprises the silica is ground to about 200-mesh. 42. The method of claim 36, wherein the aggregate is silica, and further comprising up to about 40% of an additional aggregate. 43. The method of claim 42, wherein the additional aggregated is a siliceous aggregate. 44. The method of claim 43, wherein the additional aggregate is selected from the group consisting of cenospheres, perlite, vermiculite, volcanic ash, fly ash and bottom ash. 45. The method of claim 36, wherein the formulation further comprises up to about 5% additives. 46. The method of claim 45, wherein the additives are selected from the group consisting of alumina, pigments, colorants, flocculants, drainage aids, silicone materials, clays, mica, wollastonite, calcium carbonate and fire retardants. 47. The method of claim 1, wherein the formulation is made into an extrudable paste. 48. The method of claim 47, wherein the formulation comprises between about 2% and about 20% low bulk density calcium silicate hydrate. 49. The method of claim 47, wherein the formulation comprises between about 5% and about 15% low bulk density calcium silicate hydrate. 50. The method of claim 47, wherein the formulation comprises sufficient low bulk density calcium silicate hydrate accelerant to reduce post-die swelling to less than about 6.5% as measured by increase in cross-sectional area. 51. The method of claim 47, wherein the formulation comprises between about 15% and about 60% Portland cement. 52. The method of claim 47, wherein the formulation comprises up to about 60% silica. 53. The method of claim 52, wherein the silica is about 200-mesh ground silica. 54. The method of claim 47, wherein the aggregate is silica, and wherein the formulation further comprises up to about 40% of an additional aggregate. 55. The method of claim 54, wherein the additional aggregate is a siliceous aggregate. 56. The method of claim 55, wherein the additional aggregate is selected from the group consisting of cenospheres, perlite, vermiculite, volcanic ash, fly ash and bottom ash. 57. The method of claim 55, wherein the additional aggregate has a particle size between about 50 and about 250 microns. 58. The method of claim 47, wherein the formulation further comprises up to about 15% fibers. 59. The method of claim 58, wherein the fibers are cellulose. 60. The method of claim 58, wherein the fibers are synthetic. 61. The method of claim 47, wherein the formulation further comprises up to about 2% additives. 62. The method of claim 61, wherein the additives are selected from the group consisting of alumina, pigments, colorants, surfactants, silicone materials, clays, mica, wollastonite, calcium carbonate and fire retardants. 63. The method of claim 47, wherein the formulation further comprises comprising between about 0.2% and about 3% of a viscosity enhancing agent. 64. The method of claim 63, wherein the viscosity enhancing agent is selected from the group consisting of methylcellulose, hydroxyethylcellulose, hydroxyethylmethylcellulose and hydroxypropylmethylcellulose. 65. The method of claim 47, wherein the formulation further comprises up to about 2% of a water reducing agent. 66. The method of claim 47, wherein the formulation further comprises up to about 1% of an aeration agent. 67. The method of claim 1, wherein the formulation is used to make concrete. 68. The method of claim 67, wherein the formulation comprises between about 0.5% and about 20% low bulk density calcium silicate hydrate. 69. The method of claim 67, wherein the formulation comprises a quantity of the low bulk density calcium silicate hydrate accelerant sufficient to accelerate the curing of the formulation by at least about 65% compared to an equivalent formulation without low bulk density calcium silicate hydrate. 70. The method of claim 67, wherein the formulation comprises between about 15% and about 50% Portland cement. 71. The method of claim 67, wherein the formulation comprises between about 0% and about 70% silica. 72. The method of claim 71, wherein the silica is quartz sand. 73. The method of claim 72, wherein the quartz sand has a particle size of about 100 to about 400 microns. 74. The method of claim 67, wherein the aggregate is silica, and wherein the formulation further comprises up to about 40% of an additional aggregate. 75. The method of claim 74, wherein the additional aggregate is a siliceous aggregate. 76. The method of claim 75, wherein the additional aggregate is selected from the group consisting of natural rock, sand, gravel, limestone and bottom ash. 77. The method of claim 67, wherein the formulation further comprises up to about 15% fiber reinforcement. 78. The method of claim 77, wherein the fiber reinforcement is selected from the group consisting of steel wire, steel rods, synthetic polymer fiber, cellulose fiber, carbon fiber, and combinations thereof. 79. The method of claim 67, wherein the formulation further comprises up to about 2% additives. 80. The method of claim 79, wherein the additives include a viscosity enhancing agent. 81. The method of claim 80, wherein the viscosity enhancing agent is selected from the group consisting of methylcellulose, hydroxyethylcellulose, hydroxyethylmethylcellulose and hydroxypropylmethylcellulose. 82. The method of claim 67, wherein the formulation further comprises up to about 0.2% of a leveling agent. 83. The method of claim 67, wherein the formulation further comprises up to about 2% of a water reducing agent. 84. The method of claim 67, wherein the formulation further comprises up to about 1% of an aeration agent. 85. The method of claim 67, wherein the formulation further comprises water, and wherein the water-to-cement ratio in the formulation is between about 0.35 and 1.