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TABLA 2: RESISTENCIA A LA COMPRESIÓN DEL CONCRETO AIREADO LITEBUILT®
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Densidad Kg/m3
300
400
500
600
700
800
900
1000
1100
1200
1400
1600
Relación
Arena : Cemento
0:1
0:1 0:1 0:1 1:1 1:1 1:1 1:1 2:1 2:1 2:1 3:1 3:1 3:1 3:1
Mpa a los
7 Días
0.3 0.8 2.0 3.5 0.8 1.4 2.5 3.0 1.4 2.2 3.8 3.0 4.0 8.0 10.0
Mpa a los
28 Días
0.7 2.0 3.5 4.0 2.0 3.5 4.5 5.0 3.2 5.2 8.5 7.0 10.0 12.0
18.0
7 Días
Kg/cm2
3.1 8.2 20.4 35.7 8.2 14.3 25.5 30.6 14.3 22.4 38.7 30.6 40.8 81.6 102.0
28 Días
Kg/cm2
7.1 20.4 35.7 40.8 20.4 35.7 45.9 51.0 32.6 53.0 86.7 71.4 102.0 122.4 183.5

 
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