IS 5491

: 1969

Code of practice for laying of in-situ granolithic concrete floor topping

CurrentSpecializedCode of PracticeBIMArchitectural · Flooring, Wall Finishing and Roofing
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This standard provides guidelines for laying in-situ granolithic concrete floor toppings, which are known for their high strength and abrasion resistance. It covers material specifications, mix proportions, base preparation, application techniques for bonded and unbonded toppings, and procedures for finishing and curing to ensure a durable floor surface.

Code of practice for laying of in-situ granolithic concrete floor topping

Quick Reference Values
Recommended mix proportion (Cement:Aggregate by volume)1:2
Maximum size of granite aggregate6.3 mm
Minimum thickness of bonded topping12 mm
Minimum thickness of unbonded topping40 mm
Minimum curing period7 days
Maximum water-cement ratio0.45
Practical Notes
Thorough preparation and cleaning of the base concrete is crucial to ensure proper bonding and prevent delamination of the topping.
A stiff, low water-cement ratio mix is essential for achieving the required hardness and minimizing shrinkage cracks.
Continuous moist curing for the specified period is non-negotiable for developing the desired wear resistance and surface integrity.