IS 6441 Part 2

: 1997

Autoclaved Cellular Concrete Blocks for Masonry - Part 2: Code of practice for use of AAC blocks

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This code of practice outlines the requirements for the construction of masonry using Autoclaved Aerated Concrete (AAC) blocks. It covers specifications for mortar, workmanship procedures for laying and jointing, and structural design considerations including permissible stresses, stability, and crack control for both load-bearing and non-load-bearing walls.

Provides guidelines and recommendations for the design and construction using AAC blocks.

Quick Reference Values
Minimum curing period for masonry7 days (moist cured)
Thin-bed mortar joint thickness2 to 3 mm
Max slenderness ratio (load bearing, up to 2 storeys)27
Permissible axial compression (3N/mm² block, h/t=6)0.38 N/mm²
Typical cement mortar mix ratio (M1 Grade)1:1:6 (Cement:Lime:Sand)
Practical Notes
Pre-wetting of AAC blocks is essential to prevent rapid water absorption from the mortar, but they should not be saturated. A light sprinkle or quick dip is sufficient.
The use of manufacturer-recommended thin-bed adhesive mortar (2-3 mm thick) is highly preferred over traditional cement mortar for better dimensional accuracy, reduced dead load, and improved thermal insulation.
For cutting blocks and chasing for electrical/plumbing conduits, use a hand saw or a power tool with a masonry blade instead of a hammer and chisel to avoid damaging the blocks.