Standards & Quality

Standardised. No DATec.

AFDC panels are pre-tensioned precast in Group I (NBR 8953), governed by 9 NBR standards and ready for public financing. A conventional system — not 'innovative'. No DATec, no semestral audits.

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Normative framework

Nine NBR standards. Group I. Zero DATec.

There is no normative gap that would classify it as 'innovative'. The system as assembled — panels, connections and joints — is fully covered by ABNT.

The 9 applicable standards

NBR 6118:2014Concrete structure design
NBR 8953:2015Concrete classification — Group I
NBR 9062:2017Precast concrete structures
NBR 16475:2017Precast wall panels — WALL90
NBR 14861:2011Pre-tensioned hollow-core slabs — FLOOR120
NBR 15575:2013Building performance (NBR 15575)
NBR 12655:2015Concrete — preparation, control, acceptance
NBR 14931:2004Execution of concrete structures
NBR 6122:2022Foundations

Exempt from DATec — permanent validity.

Innovative systems (LSF, PVC+concrete) have no prescriptive ABNT standard: they need DATec renewed every 2 years plus semestral audits. AFDC is standardised — exempt from DATec, permanently valid while the standards hold.

Standardised × Innovative (e.g. LSF)

CriterionAFDC (standardised)Innovative (LSF)
Normative baseNBR 6118, 8953, 9062, 14861, 16475Requires DATec (SINAT)
ValidityPermanent2 years, renewable
AuditsNot requiredSemestral (ITA)
Fire safetyNon-combustible · EI ≥ 30 minDepends on plasterboard · steel fails ~550 °C
Thermal mass≈ 148 kJ/(m²·K) · 5× higher< 30 kJ/(m²·K)

Declaration of normative conformity

A Fábrica das Casas declares that WALL90, FLOOR120 and profiles are pre-tensioned precast concrete elements of Group I (NBR 8953), fully covered by the Brazilian normative framework, exempt from DATec and ready for MCMV across all bands.

MCMV · Caixa · SINAPI

Ready for public works. Across every band.

Group I, no DATec, MCMV/Caixa-ready in bands 1 to 4. Public-works budgeting is backed by law — even though SINAPI has no composition for extruded pre-tensioned panels.

Bands 1 · 2 · 3 · 4

Why SINAPI has no AFDC composition — and why that's no obstacle

SINAPI holds compositions for conventional systems (masonry, in-situ concrete). There is none for extruded pre-tensioned precast panels — a limit of SINAPI's scope, not of the product. The law foresees exactly this case:

Decree 7.983/2013 · Art. 5

Permits proprietary cost-reference systems, with technical justification.

Decree 7.983/2013 · Art. 6

Authorises market-research pricing when SINAPI has no specific composition.

Decree 7.983/2013 · Art. 8

Authorises a specific analytical composition, with technical justification by a qualified professional.

Law 14.133/2021 · Art. 23 §1

Confirms price research as a legitimate cost-estimation method.

The Technical Justification, ready for your estimator.

AFDC supplies the SINAPI Technical Justification Report — legal basis, analytical compositions and a documentation checklist — to include the products in a reference budget. Sent tailored, over WhatsApp.

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Performance · NBR 15575

Calculated to the standard.

The indicators below are calculated per the NBR 15575 methodology, from the real hollow-core section. They are technical estimates — laboratory testing is planned.

Thermal capacity

WALL90

≈ 148 kJ/(m²·K) +14%

FLOOR120

≈ 208 kJ/(m²·K) +60%

vs min. 130 (zones 1–7)

Fire safety

Classe A1

Reaction to fire

WALL90 · resistance
EI ≥ 30 min
FLOOR120 · resistance
REI ≥ 60 min

Dimensional precision

±2 mm

in the factory

±4 mm

on site

Indicators calculated per NBR 15575 · to be confirmed by laboratory test · testing planned.

Acoustics — what we say honestly.

The insulation estimate (Rw) is conservative and compatible with NBR 15575 for common uses. But party walls (between units) require Rw ≥ 45 dB: a single WALL90 wall may need a complementary solution (double wall or acoustic lining), sized by the designer. Acoustics to be confirmed by test.

Risk eliminated

The 6 most-litigated pathologies. Eliminated by design.

Not by stricter inspection — by design. Structural warranty is moving from 5 to 10 years (PL 4749); here, exposure drops because the failure can't occur.

Cracks

Variable mortar, poor curing, settlement

Low water/cement ratio (less shrinkage) + a monolithic panel held in compression by the prestress, with no mortar joints.

Leaks

Joint and render failure

Very low water/cement ratio → dense, low-permeability concrete that drastically reduces the ingress of water and chlorides. Joints sealed with elastic PU foam, no mortar joints.

Missing lintels

Omitted by the bricklayer over openings

Floor-to-ceiling panel with the opening cut in the factory — the lintel is inherent to the panel. It can't be omitted.

Render cracking

Irregular mix and thickness of render

There is no render: the surface comes out smooth, industrial. Nothing to crack.

MEP damage

Chasing for wiring/plumbing weakens the wall

Conduits and pipes run through the panel's hollow cores — no chasing, no breaking, no damage to the structure.

Dimensional drift

Blocks ±4 mm, hand-laid

Factory extrusion at ±2 mm tolerance — dimensional stability the site can't reach.

Mould & mildew — far less susceptible.

Mould needs three things: organic food, trapped moisture and a neutral surface — the AFDC panel denies all three. The concrete is inorganic (no nutrient for fungi, unlike painted render, plasterboard and wood), alkaline (pH ~12–13, hostile to fungi) and dense, with low absorption and a smooth surface (it neither holds moisture nor offers a pore to take hold). That makes it far less susceptible to mould than rendered, painted masonry. It is not mould-proof — persistent surface dirt and moisture can still cause mildew, and the pH protection fades as the surface carbonates over the years — but it starts from an incomparably better baseline.

Talk to the factory

How much is your project losing without seeing it?

Request a quote or schedule a visit to the factory in Pecém, 60 km from Fortaleza.

The factory · Pecém — São Gonçalo do Amarante, CE