01/09/2026
How many ideal slabs have you built?
CCAA T48 Industrial Floors and Pavement guide says pavements should ideally have no joints at all. Everyone agrees. Almost nobody does it. (See section 2.2)
Why is it ideal to have no joints? Because joints tend to be the most vulnerable areas to wear and requiring repairs.
Construction joints are a logistics constraint. You can't design them away. Contraction joints, on the other hand, are different: they exist purely to decide where the slab cracks.
Jointless slabs don't stop cracking; they change the pattern, from a few wide cracks to many fine ones held tight by reinforcement. The trade: more cracks, in exchange for much narrower ones. Durability cares only about the crack width, not the number of cracks.
The cost: more & continuous reinforcement (or smarter reinforcement), maybe an additional slip layer, tighter restraint detailing, and curing that matters more.
Not right for every slab — small pours and tight programmes are reasonable places to stay jointed - but options exist that don't break the bank and can remove all contraction joints.
Slab that currently have two layers of steel, high wear requirements, washdown slabs, containment slabs, freezer slabs, basement slabs or aircraft hangers are all suited to a joint free solution.
If you need support in joint free slab design, contact us. 🙂
🌐 mcclay.au/solutions/joint-free-slabs | 📞 1300 443 549