IS 2572

: 2005

Construction of hollow and solid concrete block masonry - Code of practice

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This standard provides comprehensive guidelines for the construction of load-bearing and non-load-bearing walls using solid and hollow concrete blocks. It outlines procedures for material selection, mortar proportioning, block laying techniques, jointing, and curing to ensure structural stability and mitigate shrinkage cracks.

Construction of hollow and solid concrete block masonry - Code of practice

Quick Reference Values
standard mortar joint thickness10 mm
minimum curing period7 days
interval before plastering3 to 4 weeks (to allow for initial shrinkage)
vertical joint staggering minimumOne-quarter of the block length
Practical Notes
Unlike clay bricks, concrete blocks must NOT be soaked in water before laying to prevent excessive drying shrinkage and subsequent wall cracking.
For hollow blocks, mortar is typically applied only to the face shells (face-shell bedding) rather than the cross webs, saving mortar and reducing thermal bridging.
Allow a sufficient time gap (preferably 3 to 4 weeks) after construction before applying plaster, so the masonry can undergo initial drying shrinkage.