All processes
PRC.52 · Construction Process

3D Concrete Printing (3DCP)

A printer does not build a wall: it lays down a sequence of beads that have to stay in equilibrium until the next one arrives. The real design document is not the elevation but the nozzle path, and the parameter that decides success is not the 28-day strength: it is the time that elapses between one layer and the next.

Bead width
equals the nozzle mouth: changing it means regenerating the print file
Critical parameter
interlayer time, not final strength
Reinforcement
not printable: a separate system to be designed together with the path
Services and openings
included in the print file: a printed wall is not chased

Overview

TAV. 00

The process covers building walls by layered extrusion of a cementitious or geopolymer mix, from preparing the print file through to testing the interlayer joints. The logic is the opposite of casting into formwork: here there is no mould containing the material, it is the material that has to hold itself up while still fresh. Everything else follows from that: the mix is tuned on site and not in the laboratory, print speed is a structural parameter, services and openings have to be in the file because nothing can be chased afterwards, and reinforcement does not come from the printer but from a separate system designed together with the path. The recurring defects — plastic collapse, cold joint, geometric drift — are all errors of time, not of material.

The site score

TAV. H
NOT TO SCALE0 of 5 layers in place

The detail of the craftOne path, deliberate restarts

VANO PORTAPARTENZA E RIPRESA DECISEPIANTA — DUE CORDOLI
01Weeks 1-3

Design the path, not the elevation

In a printed wall the working document is not the architectural drawing but the nozzle path. It sets the bead width, which equals the nozzle mouth, the number of parallel beads and the way the track closes on itself without interruptions. The same file carries the service penetrations, the niches, the door and window openings and the restart points: a printed wall is not marked out and chased afterwards, because cutting a bead means breaking the only continuity that wall has.

Why it is done this wayEvery stop of the nozzle leaves a restart point, that is a discontinuity where the new bead rests on one that has already stiffened. If the stops are random, the discontinuities line up vertically and become a preferential crack. Deciding them in the file means distributing them where they do no harm.
1 · continuous path per level0 · chases possible after printing2 · parallel beads in the typical section
In handParametric modellerToolpath generation softwareGantry collision simulatorService penetration scheduleCoordination model with the other disciplines
File frozen before the mix is ordered: any later change re-tunes the whole process
The mistake that costs dearlySending an unprocessed architectural model to print and letting the software decide where to break the path. The restarts end up in the corners, which are exactly the points where the wall is already most stressed.
Site supervision checkAsk for the path simulation level by level and check that the restart points are staggered between one course and the next, not stacked on the same vertical.
Preparation of the print file from the architectural model, defining bead width, number of passes, the continuous path for each level and the position of restart points, service penetrations and openings.site notebook — editorial synthesis
The beats — with site daysbeat 1 of 5
7-14 daysCuring of the beads before the infill pour: the permanent formwork has to be able to take the hydrostatic pressure of the fluid concrete.
28 daysFull curing before the test cores, because a young joint can look cold purely for lack of maturity.

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

PLATE 01

Interlayer time is the real design parameter

TAV. G1

Between the bead that squashes and the bead that will not bond there is a narrow window. It is not chosen on paper: it depends on the mix, on the perimeter developed and on the weather of the day.

TEMPO FRA UNO STRATO E IL SUCCESSIVOFINESTRA UTILECOLLASSO PLASTICOil cordolo sotto non ha ancora presaSEZIONE PIENAle due superfici si compenetranoGIUNTO FREDDOil cordolo sotto ha già irrigiditoCOSA SUCCEDE AL VARIARE DEL TEMPOARCHITHECA — PRC.52

The diagram illustrates the logic of the process. Time thresholds, performance levels and acceptance criteria are to be taken from the design and the applicable standards.

PLATE 02

The printer does not reinforce: where the steel goes

TAV. G2

Extrusion lays concrete only. Reinforcement comes from a separate system, and the choice between the three common routes has to be made together with the path, not afterwards.

TRE VIE, DA DECIDERE CON IL PERCORSO01 BARRE NELLE CAVITÀcalate e inghisate nella platea02 STAFFE FRA I CORDOLIposate durante la stampa03 GABBIA PREFABBRICATAil percorso si disegna attornoARCHITHECA — PRC.52

The three solutions are illustrated in their logic. Sizing, anchorage and structural verification are matters for the design and the applicable standards.

How it ages (and what betrays it)

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PT.01Progressive plastic collapse. The lower bead has not yet developed enough set when it receives the weight of those above and squashes by a few millimetres per layer. There is no clear failure: it shows up at the level check, when the wall turns out lower and slightly wider than intended.
PT.02Cold interlayer joint. The lower bead has already stiffened when the next arrives and the two surfaces do not interpenetrate. The wall stands but behaves as a stack of separate elements: the extracted core separates cleanly at the interface, with two smooth faces.
PT.03Plastic shrinkage cracking. The printed surface has a very high exposed-area-to-volume ratio and loses water within the first hours. The cracks follow the bead ribbing and appear before anyone thinks about curing: they are prevented only by protecting the face as soon as it is printed.
PT.04Geometric drift with height. Settlement of the lower beads accumulates course after course and the wall drifts progressively away from the geometry in the file. The loss of level becomes evident at the floor bearing, when correcting it means rebuilding.
PT.05Mix inconsistency from varying aggregate moisture. An unnoticed change of batch shifts the effective water content and with it the whole workability window: the same recipe produces, in the same day, beads that squash and beads that will not bond.

Questions from the site

TAV. Q
Is printing cheaper than laying blocks?

Not on straight, repetitive walls, where traditional masonry remains hard to beat. The economic advantage appears where geometry is complex: a curved, variable-thickness or non-repeating wall costs the printer exactly what a straight one costs, while in formwork it costs three times as much. The process is worth assessing on that ground, not on the average square metre.

Is the printed wall load-bearing?

In most projects, not on its own: the two beads act as permanent formwork and load-bearing capacity comes from the reinforced infill inside them. There are solutions in which the bead itself is structural, but they require specific qualification of the system and much tighter control of the interlayer joints.

Can you print outdoors in winter?

Yes, but the weather becomes a process parameter. Cold and damp lengthen setting time and push towards the cold joint; wind and sun shorten it and push towards collapse. Serious sites print under a tent with minimum temperature control, and in any case the mix is re-tuned every morning.

How are services run in a printed wall?

In the cavities between the beads, with conduits threaded in before filling and penetrations already provided for in the print file. What is not done is chasing afterwards: cutting into a bead means severing the only continuous element of the wall, and the chase does not close up as it would in plaster.

Materials involved

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