Chargement…
Chargement…
by Dakhla Aménagement Team

Ordinary concrete weighs about 2,400 kg/m3 — two and a half tonnes per cubic metre. Most of the time that is a quality: mass carries, stabilises, isolates from vibration. But as soon as you work on an old floor whose capacity is already spent, pour a screed-to-falls on a flat roof, raise partitions over a timber floor or look for blocks a mason lifts with one hand, that weight becomes the problem. Lightweight concrete is the answer: same binder, same know-how, lightweight aggregates or an alveolar structure instead of heavy stone.
Two technical families exist, and they serve different jobs. The first swaps classic aggregates for lightweight aggregates — expanded clay, natural pozzolan, slags — for a dense but lightened concrete that keeps real structural capacity. The second creates bubbles in the paste: foamed concrete (foam injected into a mortar) or cellular concrete (alveolar structure), for very low densities aimed at filling and partitioning.
| Solution | Typical density | Strength | Dominant use |
|---|---|---|---|
| Ordinary concrete | 2,400 kg/m3 | 20-35 MPa | Everyday structure |
| Lightweight aggregates | 1,400-1,900 kg/m3 | structural (with reserve) | Renovation, lightened load-bearing elements |
| Foamed concrete | 400-1,600 kg/m3 | low to medium | Fills, screeds-to-falls, lightened slabs |
| Cellular blocks (AAC) | 400-700 kg/m3 | industrial product | Partitions, masonry |
The classic mistake is picking the density “because lighter is better”: density is calculated from the allowable load of the support or the formwork plan, not from an impression. A 1970s floor accepts a 600 kg/m3 foamed screed where a traditional screed would overload it; the same floor refuses a 1,800 kg/m3 lightweight-aggregate concrete if its overload reserve is already spent.
The gains go beyond weight. A lightweight concrete insulates better — trapped air is a decent insulator, and a foamed screed contributes modestly but really to the roof's thermal performance. It handles better: one-hand blocks, crane-free partitions, less fatigue and handling. Over an existing floor, it renovates without strengthening: that is its killer argument.
The trade-off is mechanical: at equal structure, less mass often means less strength. Lightweight-aggregate concrete reaches structural strengths but with limits — slightly larger sections, caution on spans, the concrete specialist's advice. Foamed concrete, for its part, never pretends to carry: it fills, it insulates, it sets falls — it never substitutes for a structural element. And thermally, the alveolar world has one enemy: water. A waterlogged lightweight concrete loses both its insulation and its weight — hence the importance of the final protection (waterproofing, render).
This is THE technical point separating a successful lightweight pour from a failed one: lightweight aggregates are porous and absorbent. Mixed dry, they suck up the mixing water meant to hydrate the cement — setting goes haywire, the mix seems to “eat” its water, and crews wrongly add more. The discipline: controlled pre-soaking of the aggregates (drained soaking, known moisture), the effective water dosage corrected accordingly, and a water/cement ratio tracked like on structural concrete — W/C ≤ 0.50 remains the compass. The cement stays the conductor: CPJ 45 for filling lightweight concretes and mortars, CPJ 55 when the formula targets more demanding strengths at low weight.
Lightweight concrete is earned in preparation. A trial batch at real scale (volumetric, with the aggregates as they will be delivered) checks density, workability and setting before pour day — it takes an hour and saves a slab. Curing follows an inverted logic versus heavy concrete: lightweight holds less internal water reserve, so it dries faster — reasoned damp curing, sheets, light spraying, wind protection (in Dakhla, the constant wind demands fast protection of surfaces). Finally the formwork tunes to the formula: lower fresh-concrete pressures, but tighter sealing because fine pastes leak through the smallest gaps.
We produce grey CPJ 45 and CPJ 55, compliant with NM 10.1.004, delivered in Dakhla and the region. We sell neither lightweight aggregates, nor foam, nor cellular blocks — those materials come from specialised suppliers, and DAM sells cement, not aggregates. Our role is the consistent binder your formulation leans on, and helping you frame the need: tonnages, classes, delivery planning aligned with your batching schedule. Describe your site and we will quote the cement.
Lightening is decided by load, not by fashion: lightweight aggregates for structure (1,400-1,900 kg/m3), foam and cellular for filling and partitioning (400-1,600). You gain insulation, handling and renovation without strengthening; you lose in strength what you lose in mass — hence the strict rules: pre-soaking, W/C ≤ 0.50, trial batch, anti-wind curing. CPJ 45 for everyday, CPJ 55 for demanding — and the job is done.
Existing slab, screed-to-falls or partition: the target density (800-1,900 kg/m3) follows the allowable load, not a vague wish to go light.
Lightweight aggregates (expanded clay, pozzolan) for structural, foam for fills and screeds, industrial cellular blocks for partitions.
Lightweight aggregates drink: controlled pre-soaking, or they steal mixing water and setting drifts.
Water/cement ratio tracked on aggregates of known moisture, site-scale trial batch before pour day.
Damp but reasoned curing: lightweight dried too fast cracks, drowned it loses its edge — sheets and light spraying do the job.

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Read articleOur team responds within 24h. CPJ 45 on request, CPJ 55 on request. Delivery within Dakhla included.