Addition of colloidal silica to concrete
A method of blending concrete is provided wherein there is a determination of a standard volume of water to add to a dry concrete mix to provide hydrated concrete with a desired slump value, and then calculating a substitution volume of an aqueous composition including colloidal silica to be used in place of an eliminated portion of the standard volume of the water, and mixing the substitution volume of the aqueous composition with the concrete mix.
1. A method for mixing concrete, comprising: blending a concrete mix in an under-hydrated state with an aqueous colloidal silica solution having a silica solids content of 3 to 10 wt % in a proportion equal to 150 mL to 400 mL of colloidal silica solution to 43 kg of concrete mix to provide colloidal silica-hydrated concrete; wherein said concrete mix in an under-hydrated state has a water-to-cement weight ratio of less than 0.2; wherein no additional water is added to the colloidal silica-hydrated concrete mixed to finish the mixed concrete.
2. The method for mixing concrete of claim 1 , further comprising:
pouring the colloidal silica-hydrated concrete into a form; and
consolidating the colloidal silica-hydrated concrete.
3. The method for mixing concrete of claim 2 , wherein the step of consolidating the colloidal silica-hydrated concrete further comprises using a screed.
4. The method of claim 1 , further comprising: introducing the concrete mix into a drum for transportation.
5. The method of claim 4 , wherein blending the concrete mix and the aqueous colloidal silica solution reduces or eliminates a need for completely hydrating the concrete mix during transportation.
6. The method of claim 1 , wherein blending is effected as an admixture at a site where the colloidal silica-hydrated concrete is to be installed.
7. The method of claim 6 , wherein blending comprises salvaging unworkable concrete.
8. The method of claim 7 , wherein blending comprises salvaging unworkable concrete with a collapsed slump.
9. The method of claim 7 , wherein blending comprises salvaging unworkable concrete with a slump value of less than 10 mm.
10. The method of claim 1 , wherein blending comprises increasing a slump value of concrete.
11. The method of claim 1 , wherein blending comprises increasing a slump value of the concrete without substantially increasing a water content of the concrete.
12. The method of claim 1 , wherein blending comprises increasing a reaction temperature of concrete.
13. The method of claim 12 , wherein blending comprises increasing a reaction temperature of concrete to an extent that enables installation of the concrete at temperatures of about 0° C. or less.
14. A method for improving workability of concrete, comprising: providing an under-hydrated concrete mix; and adding to the under-hydrated concrete mix only an aqueous solution comprising colloidal silica having a solids content of 3 to 10 wt % in a proportion equal to 150 mL to 400 mL of the colloidal silica solution to 43 kg of concrete mix, wherein said under-hydrated concrete mix has a water-to-cement weight ratio of less than 0.2; and wherein no additional water is added to improve the workability of the concrete.
15. The method of claim 14 , wherein adding the aqueous solution comprises blending the aqueous solution into the under-hydrated concrete mix.
16. The method of claim 14 , wherein adding the aqueous solution comprises applying the aqueous solution to a surface of a concrete structure formed from the under-hydrated concrete mix.
17. A method for mixing concrete, comprising: preparing an under-hydrated concrete mix; blending an aqueous solution with the under-hydrated concrete mix, the aqueous solution comprising water and colloidal silica, the aqueous solution having a solids content of 3 to 10 wt % in a proportion equal to 150 mL to 400 mL of colloidal silica solution to 43 kg of concrete mix to provide hydrated concrete;
wherein said prepared under-hydrated concrete mix has a water-to-cement weight ratio of less than 0.2; wherein the blending consists essentially of blending the aqueous solution with the under-hydrated concrete mix; and wherein no additional water is added to the hydrated concrete.