Screed reinforcement mesh is a welded steel mesh, rolled out over the substrate and then embedded within the thickness of the screed during pouring. It is also simply called screed reinforcement.
It does not make the screed load-bearing and does not change its nature. It changes the way the screed absorbs stresses.
It does not prevent cracking, which is the most common misunderstanding about it. A reinforced screed cracks just as an unreinforced one does, since the shrinkage of cement is unavoidable.
What the mesh changes is the opening and the propagation of those cracks. It holds the two faces of a crack together and prevents it from widening or the pieces from separating. A reinforced screed that has cracked remains serviceable; an unreinforced screed that has cracked can become a set of independent slabs.
This is the decisive technical point, and the one most often missed. Mesh laid flat on the substrate and then simply covered with mortar serves no purpose: it sits in the zone that works least.
It must sit in the part of the screed stressed in tension, meaning lifted within the thickness rather than laid at the bottom. On site that means either pouring in two passes, or lifting the mesh with a hook as the pour proceeds.
Fibres, synthetic or steel, are mixed into the mortar and distribute through the whole mass. They act from an early age, at the moment when plastic shrinkage creates micro-cracking, and they raise no positioning problem at all.
Mesh handles stresses better over long spans and under concentrated loads. Fibres are more reliable in execution. The choice depends on the expected loads and the configuration of the site. See our screed laying services.
Feel free to contact us directly: our team is always available to assist you and provide a 100% free quote.
No, and that is a misplaced expectation. Cement shrinkage produces cracks that reinforcement does not cancel. The mesh limits their opening and stops the screed from breaking into independent pieces. To reduce the number of cracks, it is the movement joints and control of the mixing water that act.
In the zone of the screed stressed in tension, so lifted within the thickness and never simply laid at the bottom on the substrate. Mesh left at the bottom of the pour contributes almost nothing. That is why screeds are sometimes poured in two passes, or the mesh is lifted with a hook during the work.
It is often recommended, because heating cycles keep the screed working through expansion and contraction. Reinforcement, mesh or fibres, limits the opening of the cracks those movements cause. Positioning becomes delicate, however, since the pipes already occupy part of the thickness.
No, the two are complementary and address different phenomena. The joint chooses where the screed will split, the reinforcement limits what happens elsewhere. Leaving out joints because the screed is reinforced means letting cracking occur at random, including straight across a doorway.