All processes
PRC.13 · Construction Process

Architectural Fair-Faced Concrete

In fair-faced concrete the finish is not applied afterwards: it coincides with the first three millimetres of the pour. Everything the site does — the formwork, the release agent, the compaction — stays written on the wall forever.

Lift height
40–50 cm
Cover on exposed faces
40–50 mm
Phenolic panel reuses
3–5 for the top class
Moist curing
at least 7 days

Overview

TAV. 00

It is the only material where structure and finish are the same gesture, made once and not repeatable. Quality is not born on site but in the preparation: the choice of formwork, which imprints texture and absorbency; the layout of joints and tie holes, which becomes the compositional module of the facade; the consistency of the mix, because two different deliveries give two different colours. The pour is then a matter of rhythm: shallow lifts, measured compaction, no interruption. After striking begins the part almost nobody really protects — moist curing, which decides how durable that skin will be and how uniform it will stay over decades.

The site score

TAV. H
NOT TO SCALE1 of 5 layer in placeReinforcement and spacers

The detail of the craftcover as a countdown

COPRIFERROARMATURA PASSIVATAFRONTE DI CARBONATAZIONEESTERNO
01Days 1–3

Reinforcement and cover

Placing the cages on spacers made for fair-faced work, with increased cover and tie wires turned inwards.

Why it is done this wayIn a rendered wall nobody notices a bar sitting slightly closer to the formwork. In a fair-faced wall you read it after three winters, as a rust line following the reinforcement exactly. Carbon dioxide from the air slowly penetrates the concrete and lowers its pH: until the carbonation front reaches the steel, the bar stays passivated; when it does, the steel oxidises and expands, and that expansion spalls the skin. Cover is therefore not a placing tolerance, it is the facade's countdown. Tie wires matter too: a wire end left facing the formwork is a guaranteed rust spot.
40–50 mm · cover on exposed facades4/m² · minimum spacers on the exposed face0 · wire ends facing the form
In handcover comb gaugecementitious or fibre spacersrebar tying pliers
cover checked before the form is closed, not after
The mistake that costs dearlyOrdinary plastic spacers left visible on the exposed face: they stay there as pale dots and, worse, create a preferential water path down to the bar.
Site supervision checkCover checked with a comb gauge on every exposed face; spacers suited to fair-faced work and in sufficient number; ties turned inwards; cages stable and not shifting when the vibrator passes.
Turn the tie ends inwards. Every wire pointing at the form is a stain three years from now.site notebook — editorial synthesis
The beats — with site daysbeat 1 of 5
28 dayscuring and initial surface carbonation: many repellents will not bond to young concrete

click a beat · arrow keys ← → walk the site · dashed pauses are the chemistry at work

Stains have a cause

Where the defects of a fair-faced wall come from

TAV. G1

Every imperfection in a fair-faced pour has a precise origin, and almost always one that predates the pour itself. Recognising them serves two purposes: correcting the next wall, and understanding where the responsibility lies before the discussion turns into a legal report.

BOLLEtroppo disarmante o poca vibrazioneRIPRESA FREDDAgetto interrotto oltre il tempo di presaDISOMOGENEITÀvibrazione eccessiva o miscela diversaLINEE DI RUGGINEcopriferro insufficiente, anni dopoTRE SU QUATTRO SI DECIDONO PRIMA CHE ARRIVI L'AUTOBETONIERAPER QUESTO LA CAMPIONATURA IN SCALA REALE NON È UN LUSSO

A full-scale sample — a portion of wall built with the same forms, the same mix and the same team — is the tool that turns all of these items from disputes into agreed choices.

Three binders, three ways of thinking

Ordinary concrete, UHPC, geopolymer

TAV. G2

Fair-faced concrete is no longer just Portland grey. UHPC pushes strength to values that allow extremely thin sections and shapes ordinary concrete cannot hold; geopolymer binders replace clinker with alkali-activated by-products, cutting the carbon footprint and changing both colour and chemical resistance. Each demands different formwork, timing and skills: they are not the same material with a different label.

ORDINARIOspessori generositecnica diffusaimpronta di carbonio altaUHPCspessori sottilissimiforme complesse, prefabbricazionecosto e controllo di processoGEOPOLIMERICOclinker sostituito da sottoprodottiimpronta molto ridottafiliera e normativa ancora stretteCONFRONTO QUALITATIVO · LA SCELTA DIPENDE DA SPESSORE, FORMA, ESPOSIZIONE E FILIERA DISPONIBILE

A qualitative comparison between binder families, not commercial products. Performance and durability requirements remain those of the structural concrete standards: what is explained here is the logic of the choice, not a substitute for design values.

How it ages (and what betrays it)

TAV. P
NIDI DI GHIAIAInsufficient compaction or excessive free fall (phase 03): the paste does not fill between the aggregate and open pockets remain, often low down and at arrises, where water gets straight in.
RIPRESA FREDDAThe pour interrupted beyond the setting time (phase 03): a sharp horizontal line and a change of tone remain; no surface treatment removes it.
PELLE POLVEROSAMoist curing skipped (phase 04): the outer millimetres never complete hydration, stay porous, and the wall soils in patches from the second year.
LINEE DI RUGGINEInsufficient cover (phase 01): carbonation reaches the reinforcement, the oxide expands and spalls the skin along the pattern of the bars.
FILM DISTACCATOA film-forming paint instead of a repellent (phase 05): vapour is trapped, the film peels off in patches and takes the cast surface with it.

Questions from the site

TAV. Q
Can a wall that came out badly be corrected?

Only within narrow limits, and it is worth agreeing with the designer before trying. Isolated honeycombs are made good with shrinkage-compensated mortar of the same tone, sampled separately; blowholes are not filled one by one, because the result looks worse than the defect. Differences of tone can be softened with mineral glazes, never with opaque paint. A cold joint, on the other hand, cannot be removed: it can only be turned into a declared joint, by adding others at the same spacing so that it reads as a rhythm.

Why do two walls poured a week apart have different colours?

Because the colour of concrete depends on at least four variables that change from one pour to the next: the cement (even the same brand varies by batch), the water-cement ratio, the absorbency of the formwork and the curing temperature. That is why, on projects where tone matters, the cement batch is reserved, the mix is fixed and the whole facade is programmed to be poured with formwork at the same number of reuses. It is not fussiness: it is the only way to get uniformity.

Should the tie holes be plugged or left open?

It is a design decision, but technically they should always be closed at least on the inside: the tie tube is a direct passage through the wall and, if it crosses an element below ground or exposed to weather, it is a water path. Outside, coloured cement plugs are used, sampled on site, and they become part of the drawing. Leaving them open is legitimate only where there are no heated spaces behind the wall and the designer has decided so deliberately.

How do you insulate a fair-faced wall without losing it?

External fair-faced concrete and external insulation are incompatible by definition, so three routes remain. The first is a double-leaf cast wall with insulation between, poured in two stages or precast: it costs more and needs low-conductivity connectors. The second is internal insulation, which works but must be checked carefully for interstitial condensation and for the thermal bridges at the floor slabs. The third is to reserve fair-faced concrete for non-heat-losing elements — shear walls, parapets, walls of unheated spaces — and treat the envelope differently. None of the three is free: it has to be decided at design stage, not on site.

Materials involved

TAV. M