Polished lightweight structural concrete and method of formation
A method of forming a lightweight polished concrete and the resulting composition. Calcium sulfoaluminate (CSA) cement and specialized grout may be added to an amount of water in a mixer. The CSA cement, specialized grout, and water may be blended to a smooth consistency. Lightweight aggregates (LWA) may be added to the blended CSA cement, specialized grout, and water to form a mixture. The mixture may be poured over a fiberglass rebar, vibrated, screeded, and allowed to set. The set mixture may be smoothed with float blades. The smoothed mixture may be hardened with metal blades, such that the hardened mixture becomes reflective. A concrete densifier may be applied to the hardened mixture to form the lightweight polished concrete. Optionally, one or more saw cuts may be formed in the lightweight polished concrete and a coating to may be applied to fill the one or more saw cuts.
1. A method of forming a lightweight polished concrete comprising:
adding calcium sulfoaluminate (CSA) cement to an amount of water in a mixer, wherein a ratio of the water to the CSA cement is 1 quart to every 10 lbs of CSA cement;
adding a grout comprising one or more types of Portland cement to the mixer;
blending the CSA cement, the grout, and the water in the mixer for a period of time;
adding lightweight-foamed glass aggregates (FG-LWA) to the mixer after a period of time to form a mixture, wherein the ratio of the CSA cement to FG-LWA is 60/40 by weight;
pouring the mixture over a fiberglass rebar;
vibrating and screeding the poured mixture;
allowing the vibrated and screeded mixture to set to form a set mixture;
smoothing a top surface of the set mixture with a first type of blades to form a flattened surface;
hardening the flattened surface with a second type of blades, such that the flattened surface becomes reflective; and
applying a concrete densifier to the reflective flattened surface.
2. The method of claim 1 , further comprising:
forming one or more saw cuts in the reflective flattened surface; and
filling the one or more saw cuts with a coating.
3. The method of claim 2 , wherein the coating comprises polyurea.
4. The method of claim 1 , wherein the period of time is approximately 3 minutes.
5. The method of claim 1 , wherein the fiberglass rebar comprises one or more individual rods having a diameter of approximately ¼″ to 1″.
6. The method of claim 1 , wherein the fiberglass rebar comprises a three-dimensional (3D) cage.
7. The method of claim 6 , wherein the individual rods of the 3D cage are spaced approximately 1″ apart.
8. The method of claim 1 , wherein the fiberglass rebar is contained in a mold.
9. The method of claim 1 , wherein the concrete densifier extends through the entire thickness of the set mixture.
10. The method of claim 1 , wherein the concrete densifier comprises lithium.
11. The method of claim 1 , wherein the grout further comprises one or more of polycarboxylate, polymerized naphthalene sulfate, melamine, and fly ash.
12. The method of claim 1 , wherein the grout further comprises a pH reducing agent.
13. The method of claim 1 , wherein the grout further comprises one or more of a thermoplastic natural resin, barium sulfate, and sulfur oxide.
14. The method of claim 1 , wherein the grout further comprises silica sand.
15. The method of claim 1 , wherein the first type of blades are float blades.
16. The method of claim 1 , wherein the second type of blades are steel blades.