Engineered concrete binder composition comprising mechano-chemically modified component and method of producing the same
The present invention relates to a compact and highly dense engineered concrete binder composition and a method of producing the same. In particular, the engineered concrete binder composition comprises at least one mechano-chemically modified component.
1. An engineered concrete binder composition, comprising:
a first set of cementitious material comprising hydraulic material optionally along with pozzolanic material; and
a second set of cementitious material comprising pozzolanic material and pozzolan activator material, the second set of cementitious material having a mode average particle diameter (D2) not greater than ⅓ of the mode average particle diameter of the first set of cementitious material (D1).
2. The engineered concrete binder composition as claimed in claim 1 , wherein the first set of cementitious material have Blaine's fineness in a range of 3000 to 4000 cm2/gm and mode average particle size (MAPS) in a range of 70 to 80 microns.
3. The engineered concrete binder composition as claimed in claim 1 , wherein the second set of cementitious material have Blaine's fineness in a range of 10000 to 15000 cm/gm and mode average particle size (MAPS) in a range of 20 to 30 microns.
4. The engineered concrete binder composition as claimed in claim 1 , wherein the second set of cementitious material comprises 70 to 97 wt. % of the pozzolanic material and 3 to 30 wt. % of pozzolan activator material.
5. The engineered concrete binder composition as claimed in claim 1 , wherein the pozzolan activator material is selected from a group consisting of sodium sulphate, slag sand, lime and combination thereof.
6. The engineered concrete binder composition as claimed in claim 1 , wherein the hydraulic material is present at an amount in a range of 20 to 60 wt. % of the engineered concrete binder composition.
7. The engineered concrete binder composition as claimed in claim 1 , wherein the pozzolanic material is present at an amount in a range of 24 to 80 wt. % of the engineered concrete binder composition.
8. The engineered concrete binder composition as claimed in claim 1 , wherein the pozzolanic material is selected from a group consisting of fly ash, blast furnace slag, volcanic ash material, a quartz material, pond ash, chemically modified fly ash, chemically modified blast furnace slag, chemically modified quartz, micro-silica, metakaolin and combinations thereof.
9. The engineered concrete binder composition as claimed in claim 1 , wherein the hydraulic material is selected from a group consisting of Portland cement, modified Portland cement, masonry cement, ground granulated blast-furnace slag, hydraulic hydrated lime, white cement, calcium aluminate cement, silicate cement, phosphate cement, high-alumina cement, magnesium oxychloride cement, oil well cements, and combinations thereof.
10. The engineered concrete binder composition as claimed in claim 1 , further comprising at least one additive selected from a group consisting of nano-silica, carbon nanotube (CNT) based additives, and combination thereof.
11. The engineered concrete binder composition as claimed in claim 1 , wherein the second set of cementitious material have a mode average particle diameter (D2) in the range of ⅓ to ⅕ of the mode average particle diameter of the first set of cementitious material (D1).
12. The engineered concrete binder composition as claimed in claim 1 , wherein the pozzolan activator material is provided as a coat of on an external surface of the pozzolanic material.
13. The engineered concrete binder composition as claimed in claim 12 , wherein a mode average particle diameter of the pozzolan activator material is less than the mode average particle diameter of the pozzolanic material.
14. A process for preparing an engineered concrete binder composition, said process comprising:
mixing a first amount of a first set of cementitious material with a second amount of a second set of cementitious material to obtain the engineered concrete binder composition, wherein:
the first set of cementitious material comprises hydraulic material optionally along with pozzolanic material; and
the second set of cementitious material comprises comprising a pozzolanic material and pozzolan activator material, the second set of cementitious material having a mode average particle diameter (D2) not greater than ⅓ of the mode average particle diameter of the first set of cementitious material (D1).
15. The method as claimed in claim 14 , wherein the first set of cementitious material have Blaine's fineness in a range of 3000 to 4000 cm 2 /gm and mode average particle size (MAPS) in a range of 70 to 80 microns.
16. The method as claimed in claim 14 , wherein the second set of cementitious material have Blaine's fineness in a range of 10000 to 15000 cm 2 /gm and mode average particle size (MAPS) in a range of 20 to 30 microns.
17. The method as claimed in claim 14 , wherein the second set of cementitious material comprises 40 to 97 wt. % of the pozzolanic material and 3 to 60 wt. % of pozzolan activator material.
18. The method as claimed in claim 14 , wherein the pozzolan activator material is selected from a group consisting of sodium sulphate, slag sand, lime and combination thereof.
19. The method as claimed in claim 14 , wherein the hydraulic material is present at an amount in a range of 20 to 60 wt. % of the engineered concrete binder composition.
20. The method as claimed in claim 14 , wherein the pozzolanic material is present at an amount in a range of 24 to 80 wt. % of the engineered concrete binder composition.