초록 ▼

The present invention provides concrete having improved plastic shrinkage crack resistance, comprising: concrete; and non-alkaline resistant glass fibers. The present invention also provides a method of reducing plastic shrinkage cracks in concrete, comprising the steps of: combining cement, aggrega

The present invention provides concrete having improved plastic shrinkage crack resistance, comprising: concrete; and non-alkaline resistant glass fibers. The present invention also provides a method of reducing plastic shrinkage cracks in concrete, comprising the steps of: combining cement, aggregate, sand, and water to form concrete; adding a desired amount of non-alkaline resistant glass fibers to the concrete; and mixing the concrete and glass fibers to disperse the glass fibers uniformly throughout the concrete, wherein the glass fibers reduce the amount of plastic shrinkage cracks of the concrete as compared to non-fiber reinforced concrete.

대표청구항 ▼

1. Concrete having improved plastic shrinkage crack resistance, consisting essentially of: concrete; and, non-alkaline resistant glass fibers in an amount effective to reduce plastic shrinkage cracks as compared to a non-fiber reinforced concrete, wherein the glass fibers are susceptible to alka

1. Concrete having improved plastic shrinkage crack resistance, consisting essentially of: concrete; and, non-alkaline resistant glass fibers in an amount effective to reduce plastic shrinkage cracks as compared to a non-fiber reinforced concrete, wherein the glass fibers are susceptible to alkaline attack in the concrete. 2. Concrete according to claim 1, wherein the non-alkaline resistant glass fibers comprise E-glass fibers. 3. Concrete according to claim 2, wherein the E-glass fibers comprise at least 0.025 percent by volume of the concrete, and the fibers have lengths ranging from 1.27 centimeters to 5.08 centimeters and diameters ranging from 5 micrometers to 23 micrometers. 4. Concrete according to claim 3, wherein the E-glass fibers comprise at least 0.1 percent by volume of the concrete, and the fibers have lengths ranging from 1.9 centimeters to 3.18 centimeters and diameters ranging from 6 micrometers to 16 micrometers. 5. Concrete according to claim 2, wherein the E-glass fibers comprise at least 0.025 percent by volume of the concrete. 6. Concrete according to claim 5, wherein the E-glass fibers comprise at least 0.075 percent by volume of the concrete. 7. Concrete according to claim 6, wherein the E-glass fibers comprise between 0.025 and 0.2 percent by volume of the concrete. 8. Concrete according to claim 1, wherein the fibers have lengths ranging from 1.27 centimeters to 5.08 centimeters. 9. Concrete according to claim 8, wherein the fibers have lengths ranging from 1.91 centimeters to 3.18 centimeters. 10. Concrete according to claim 1, wherein the fibers have fiber diameters ranging from 5 micrometers to 23 micrometers. 11. Concrete according to claim 10, wherein the fibers have fiber diameters ranging from 6 micrometers to 16 micrometers. 12. Concrete according to claim 1, where the fibers comprise a wet chop product. 13. Concrete according to claim 1, where the fibers comprise a dry chop product. 14. Concrete according to claim 1, wherein the fibers include a coating that facilitates separation of the fibers from a fiber strand. 15. Concrete according to claim 1, wherein the fibers include a coating that enhances adhesion between the fibers and the concrete. 16. Concrete according claim 1, wherein the glass fibers are essentially free of zirconium. 17. A method of reducing plastic shrinkage cracks in concrete, comprising: obtaining concrete; and dispersing non-alkaline resistant glass fibers in the concrete, wherein the glass fibers comprise between 0.025 and 0.2 percent by volume of the concrete and wherein the resulting glass fiber reinforced concrete has a reduced amount of plastic shrinkage cracks as compared to non-fiber reinforced concrete. 18. The method according to claim 17, wherein obtaining concrete comprises combining cement, aggregate, sand, and water to form concrete. 19. The method according to claim 17, wherein dispersing glass fibers in the concrete comprises dispersing E-glass fibers in the concrete. 20. The method according to claim 19, wherein the E-glass fibers have lengths ranging from 1.27 centimeters to 5.08 centimeters and diameters ranging from 5 micrometers to 23 micrometers. 21. The method according to claim 17, further comprising coating the fibers with a coating that facilitates separation of the fibers from a fiber strand prior to dispersing the fibers in the concrete. 22. The method according to claim 17, further comprising coating the fibers with a coating that enhances adhesion between the fibers and the concrete prior to dispersing the fibers in the concrete. 23. Concrete having improved plastic shrinkage crack resistance, comprising: concrete; and non-alkaline resistant glass fibers, wherein the glass fibers comprise between 0.025 and 0.2 percent by volume of the concrete.