Let us observe the differences between AAC blocks & CLC blocks in a table format.
Sl. no. |
Description |
AAC blocks |
CLC blocks |
1. |
Raw material |
Cement, gypsum, aluminium powder, sand or fly ash, aeration agent. |
Cement, sand or fly ash, foaming agent, water. |
2. |
Price of blocks having same density. |
INR 1.10 to 1.25 X/- |
INR X/- |
3. |
Investment for production. |
Comparatively high. |
Comparatively low. |
4. |
Curing method. |
Steam curing in autoclave. |
Water curing or regular steam curing. |
5. |
Dry density (As per IS codes). |
450kg/cum to 1000kg/cum. |
800kg /cum to 1800 kg/cum. |
6. |
Cost. |
Comparatively expensive. |
Comparatively cheaper. |
7. |
Compressive strength. |
3 to 5 N/mm2 |
2 to 7 N/mm2 |
8. |
Manufacturing scale. |
Manufactured in large scale. |
Manufactured in medium or small scale. |
9. |
Air voids percentage. |
50 to 60% of total volume. |
30 to 40% of total volume. |
10. |
Quality. |
Consistent as production is mostly automated. |
Inconsistent, as the production is labour oriented. |
11. |
Variation in dimension. |
± 1.5mm. |
± 4mm. |
12. |
Water absorption. |
30% for the block having density of 1000kg/cum. |
12.5% for the blocks having density of 1000kg/cum. |
13. |
Production process. |
The large size blocks are cut to the required sizes using machinery. |
The individual blocks are made in separate moulds. |
14. |
Comparative strength for the blocks having same density. |
1.10 X to 1.30 X |
1 X |
15. |
Space for curing. |
Needs less space. |
Needs more space. |
16. |
CO2 emission. |
Emits slightly more CO2 in comparison. |
Emits slightly less CO2 in comparison. |
17. |
Availability. |
Made in larger factories. So, they may not be available locally. |
Made in smaller units. So, they may be available locally. |
18. |
Transport. |
Adds more money to transport. |
Adds less money to transport. |
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