An infill block is a precast element, in concrete or fired clay, laid between the beams of a floor to fill the voids. It is the block in what is known as a beam-and-block floor.
It is not load-bearing in the strict sense. The beams take the loads; the block closes the space between them and acts as permanent formwork for the structural topping poured over the top.
The system reads from the bottom up. The beams span from wall to wall, the blocks fill the gaps, then a reinforced concrete topping is poured over the whole assembly and ties it together.
The method is very common in Belgian housing because it allows decent spans without full formwork or a crane for solid slabs.
The concrete block is heavier, more resistant to compression and cheaper. The clay block is lighter and behaves better thermally, since fired clay conducts heat less readily than concrete.
There are also insulating blocks, in polystyrene, whose primary purpose is to deal with the thermal bridge at the ground floor. For the screed, the practical difference lies mainly in the permissible load and in the flatness of the resulting substrate.
A screed is never poured directly onto the blocks themselves: it rests on the structural topping, which is the real working surface. This is a frequent confusion on site.
Two points deserve attention. The topping often has mediocre flatness, which affects the average screed thickness to allow for. And a beam-and-block floor transmits impact noise well, which makes acoustic decoupling particularly useful in grouped housing. See our acoustic solutions.
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No. The screed rests on the structural topping poured above the blocks, not on the blocks themselves. These are no more than permanent formwork between beams. Pouring a screed without a topping would mean resting it on elements that are not tied together, with a break in behaviour at every joint.
Poorly, particularly against impact noise. Its mass attenuates some airborne sound, but footsteps, dropped objects and furniture being moved travel straight into the structure. Dealing with those noises requires decoupling by a resilient underlay and a floating screed, not additional thickness.
That depends on the sizing of the beams, which was calculated for loads defined at design stage. A screed of 7 cm represents a permanent load that is far from negligible. In renovation, where the original structure is poorly documented, this is a point to verify before deciding the thickness.
The underside of the floor is the most revealing when it is not covered: you can make out the regular alternation of beams and blocks. A cellar or an unfinished crawl space usually shows that structure directly. Failing that, the construction file or the execution drawings will state it.