PORTLAND POZZOLANA CEMENT (PPC – PART – I):
Futuretech Portland Pozzolana cement is a composite of High quality Portland Clinker, Gypsum and High Reactive Silica as a Pozzolanic materials (Fly ash, burnt clays, ash from burnt plant material or Silicious earths), and performance improving ingredient ( as a Secondary Reinforcement Material).
Portland clinker ground with gypsum, Pozzolanic materials and blending with performance improving ingredient at post grinding stage which, though they do not have cementing properties in themselves, combine chemically with Portland cement in the presence of water to form extra strong cementing material which resists plastic shrinkage cracking and drying shrinkage cracking, also lower the permeability of concrete and thus reduce bleeding of water. It also produces greater impact, abrasion and shatter resistance in concrete
The newly developed FRC named Engineered Cementitious Composite (ECC) is more resistant to cracking and lighter than traditional concrete.
| PARTICULERS | IS : 1489 (Part I) | FutureTech Cement |
|---|---|---|
| Fineness (M2/Kg) | 300 (minimum) | 380 (Minimum) |
| Setting Time (Minute) | ||
| (Inital) | 30 (minimum) | 120 + 15 |
| (Final) | 600 (maximum) | 220 + 20 |
| Soundness (Maximum) | ||
| (Autoclave Expansion) % | 0.8 | 0.20 |
| (Le-chateller Expansion)mm | 10 | 1.50 |
| Drying shrinkage % (Maximum) | 0.15% | 0.08% |
| Compressive strength (MPa) | Not less then | Not less then |
| 3 Days’ | 16 | 27 |
| 7 Days’ | 22 | 37 |
| 28 Days’ | 33 | 53 |
| PARTICULERS | IS : 269 – 2015 | IS : 1489 (Part I) | FutureTech Cement |
| PARTICULERS | IS : 269 – 2015 | IS : 1489 (Part I) | FutureTech Cement |
| Loss on Ignition % (Maximum) | 5 | 5 | 3 |
| Sulphuric Anhydride % (Maximum) | 3 | 3 | 2 |
| Magnesia % (Maximum) | 6 | 6 | 2.5 |
| insoluble Residue % (Maximum) | 5 (as per amendment no.7) | X+[4(100-x]/100 x is % pozzolana) |
30 (PPC) 05 (OPC) |
| Lime Saturation Factor | 0.66 – 1.09 | — | 0.85 min. |
| Alumina Factor (Minimum) | 0.66 | — | 1.0 |
PORTLAND POZZOLANA CEMENT (PPC – PART – I):
Future Tech Portland Pozzolana cement is a composite of High quality Portland Clinker, Gypsum and High Reactive Silica as a Pozzolanic materials (Fly ash, burnt clays, ash from burnt plant material or Silicious earths), and performance improving ingredient ( as a Secondary Reinforcement Material).
Portland clinker ground with gypsum, Pozzolanic materials and blending with performance improving ingredient at post grinding stage which, though they do not have cementing properties in themselves, combine chemically with Portland cement in the presence of water to form extra strong cementing material which resists plastic shrinkage cracking and drying shrinkage cracking, also lower the permeability of concrete and thus reduce bleeding of water. It also produces greater impact, abrasion and shatter resistance in concrete
The newly developed FRC named Engineered Cementitious Composite (ECC) is more resistant to cracking and lighter than traditional concrete.
All our products comply with the quality standards specified by the Statutory Bodies.
Improve mix cohesion, improving pump ability over long distances.
Presence of Micro synthetic Fibers in FutureTech Cement prevents micro shrinkage cracks. (Fig no 1a, 1b)
Improves homogeneity of the concrete by reducing segregation of aggregates.
Increase abrasion and impact resistance. (Fig no 2 and 3)
Increase ductility, compressive, flexural and tensile strength.
Reduces water permeability which helps prevent corrosion of primary steel.
Increases energy absorption capability of concrete.
Checks dampness saves on repainting cost. (Fig no 3)
Reduces rebound loss by 50-70%. (Fig no 5)
Improves shatter resistance in walls.
Low curing time promotes high productivity.
Reduced breakage during production/transit and placement, improves resistance to abrasion, shatter & impact.
(Fig. 1-a) 
(Fig. 1-b) 
Fig. 2 
Fig. 3
(Fig. 4) 
(Fig. 5)