Table 4.
Physical and mechanical properties of aerated concrete and their change depending on the time of preliminary hydration of the binder.
Num | Pre-Hydration Time, Min | Average Density ρav, kg/m3 | Decrease in Average Density Δρav, % | Compressive Strength Rb, MPa | Reduction in Compressive Strength ΔRb, % | Coefficient of Thermal Conductivity λ, W/m·K |
Reduction of the Coefficient of Thermal Conductivity Δλ, % | CSQ, MPa/kg × m3 × 10−3 |
---|---|---|---|---|---|---|---|---|
1C | - | 695 | 0 | 4.98 | 0 | 0.154 | 0 | 7.2 |
2C | 10 | 630 | 9.4 | 4.50 | 9.6 | 0.145 | 5.8 | 7.1 |
3C | 15 | 564 | 18.8 | 4.09 | 17.9 | 0.130 | 15.6 | 7.3 |
4C | 20 | 497 | 28.5 | 3.84 | 22.9 | 0.115 | 25.3 | 7.7 |
5C | 30 | 508 | 26.9 | 3.87 | 22.3 | 0.106 | 31.1 | 7.6 |
6C | 40 | 548 | 21.2 | 3.95 | 20.7 | 0.113 | 26.6 | 7.2 |
7C | 50 | 569 | 18.1 | 4,01 | 19.5 | 0.124 | 19.5 | 7.0 |
8C | 60 | 613 | 11.8 | 4.16 | 16.5 | 0.151 | 1.9 | 6.8 |