Method for placement of roller compacted concrete (RCC) on a sub-base to produce a concrete pavement
A method for placement of roller compacted concrete (RCC) on a sub-base to produce a concrete pavement, which has: (a) dosing a concrete or concrete ingredients and loading the concrete or concrete ingredients into a concrete transportation truck, (b) adding at least one pelletizing agent to the concrete and waiting from 3 to 15 minutes under constant mixing to produce a pelletized concrete and (c) discharging the pelletized concrete obtained in step (b) on the sub-base from the concrete transportation truck, rotating the drum of the concrete transportation truck.
1. A method for placement of roller compacted concrete (RCC) on a sub-base to produce a concrete pavement, wherein it comprises:
(a) dosing a concrete or concrete ingredients and loading said concrete or concrete ingredients into a concrete transportation truck,
(b) adding at least one pelletizing agent to the concrete and waiting from 3 to 15 minutes under constant mixing to produce a pelletized concrete and
(c) discharging the pelletized concrete obtained in step (b) on the sub-base from the concrete transportation truck, rotating the drum of the concrete transportation truck, wherein the concrete or concrete ingredients in step (a) comprises a cementitious binder, the cementitious binder comprises cement.
2. The method according to claim 1 , wherein the VB value of said pelletized concrete is classified as V0 to V2.
3. The method according to claim 1 , wherein the discharge of the pelletized concrete in step (c) is directly done on the sub-base and uniformly distributed manually or mechanically and pressed using a roller.
4. The method according to claim 1 , wherein the discharge of the pelletized concrete in step (c) is done into an asphalt paver.
5. The method according to claim 1 , wherein the concrete once placed on the sub-base is compacted using a roller.
6. The method according to claim 1 , wherein the concrete of step (a) comprises a self-curing agent and/or an air-entraining agent.
7. The method according to claim 6 , wherein a solid active content of said self-curing agent is at a concentration between 0.1-5% (w/w).
8. The method according to claim 6 , wherein said self-curing agent is selected from the group consisting of polyvalent alcohol, phytosterols, hyaluronic acid, polyxyethylene (POE), sodium pyrrolidone carboxylate (PCA-Na), cetyl alcohol, stearyl alcohol and poly-acrylic acid.
9. The method according to claim 8 , wherein said polyvalent alcohol is selected from the group consisting of polyethylene glycol (PEG), propylene glycol (PG), dipropylene glycol (DPG), butylene glycol, neopently glycol, xylitol, sorbitol and glycerine.
10. The method according to claim 7 , wherein the solid active content of said air-entraining agent is at a concentration between 0.1-5% (w/w).
11. The method according to claim 6 , wherein said air-entraining agent is selected from the group consisting of salts of wood resins, salts of proteinaceous material, fatty acids, resinous acids, fatty salts, resinous salts, alkylbenzene sulfonate salts, salts of alkyl sulfonates, polyoxyethylene alkyl sulfonate salts, polyoxyethylene alkylaryl ethers, salts of sulfonated lignin and derivatives of hydrocarbon sulfonates.
12. The method according to claim 1 , wherein in step (b) the solid active content of the pelletizing agent is at a concentration between 0.3-3 kg/m3 of concrete.
13. The method according to claim 1 , wherein said pelletizing agent is selected from the group consisting of cellulose, chitosan, polyacrylics, polyamines, polyvinylalcohols, polysaccharides, collagen, acrylamide, lactic acid, methacrylic acid, methacrylate, hydroxyethyl, ethylene glycol, ethylene oxide, acrylic acid, inorganic flocculants and inorganic coagulants.