All systems
Technical sheet
A.01A.02
SystemS-18

Lattice-girder precast floor (predalles)

A semi-precast floor in which a thin reinforced-concrete plank, factory-made, acts as permanent formwork and collaborates with the topping cast on site. Steel lattice girders rise out of the plank, stitching the two casts together and ensuring composite action; between the girders, lightening blocks cut the weight. It is laid on simple props, with no formwork, and offers a flat soffit ready to be finished.

SolaioSemi-precast floor with collaborating plank
B.01
System build-up7 layers
ESTRADOSSOINTRADOSSOCARICO q1. Pavimento2. Massetto3. Cappa + rete4. Traliccio5. Alleggerimento6. Lastra (predalle)7. Rasatura

Technical section of the system, from inside (left) to outside (right).

Semi-precast floor with collaborating plank
Altezza totale H
16-32cm
Spessore lastra (predalle)
4-5cm
Cappa collaborante
4-6cm
Luce economica
5-8m
Peso proprio
3,0-4,0kN/m2
Resistenza al fuoco
REI 60-120
Descriptive memo

A semi-precast floor in which a thin reinforced-concrete plank, factory-made, acts as permanent formwork and collaborates with the topping cast on site. Steel lattice girders rise out of the plank, stitching the two casts together and ensuring composite action; between the girders, lightening blocks cut the weight. It is laid on simple props, with no formwork, and offers a flat soffit ready to be finished.

The lattice-girder plank, known by the trade name «predalle», is a reinforced-concrete slab a few centimetres thick, cast in the factory with the floor's bottom reinforcement and the projecting steel lattice girders inside it. On site it is laid from beam to beam, propped, the reinforcement is completed and a concrete topping is cast over it: plank and topping become a single collaborating section. It is the synthesis of prefabrication (quality and speed) and in-situ casting (monolithic continuity).

The plank as collaborating formwork

The plank plays two roles in sequence. During the pour it is permanent formwork: it carries the weight of the fresh concrete and the workers, passing it to temporary props. Once cured it becomes a load-bearing part of the floor, housing the bottom tension reinforcement. The soffit, smooth and already flat, can be skimmed and painted with no backing plaster, removing an operation and the risk of cover spalling typical of clay-block floors.

The lattice girder: shear connection

The heart of the system is the welded lattice girder: a top chord, one or two bottom chords embedded in the plank and the diagonal bars linking them. Projecting from the plank into the topping, the girder transfers the shear at the interface between the two casts and stops them sliding over each other: this is what makes the section «composite». The surface of the plank is deliberately left rough, to improve the bond of the construction joint.

Lightening, spans and propping

Between the girders, lightening blocks - polystyrene, clay or void formers - are placed, cutting the self-weight without reducing the structural depth. By varying the depth and the reinforcement, the system spans in the order of 5-8 metres (more with prestressed planks). The critical point is the temporary stage: until the topping has set, the plank is thin and flexible, so the propping must be followed scrupulously to avoid excessive deflection and cracks.

Systems architecture

Why it works

Composite section · girder shear
neutral axistopping: compressionplank: tensionlattice girder: shear at the plank–topping interface

Under load the section bends: the in-situ topping works in compression at the top, the plank reinforcement in tension at the bottom, with the neutral axis in between. For the two parts to collaborate as one element, the lattice girder must transfer the shear at the interface and stop plank and topping sliding over each other: it is the girder, together with the rough surface, that «stitches» the two casts.

In-situ formwork by floor type

Comparison · insulants
Hollow-core (precast)
none
Predalles plank
props only
Clay-and-concrete
props + beams
Cast-in-situ slab
full soffit

Shorter bar = less formwork to erect on site. The predalle acts as permanent formwork and needs only props, like the clay-block floor; a slab cast in situ instead requires full soffit shuttering.

Nodal details

Critical junctions · sections
123456
D.01
Bearing and continuity

The plank bears on the beam with a minimum length; cast monolithically with the topping, the support is closed with continuity (negative-moment) reinforcement that ties the floor over the beam and controls cracking.

  1. Bearing beam / ring beam
  2. Plank (predalle) bearing
  3. Minimum bearing length
  4. Collaborating topping
  5. Continuity reinforcement (negative moment)
  6. Anchored girder
123456
D.02
Girder and construction joint

The welded lattice girder, embedded in the plank and projecting into the topping, transfers the interface shear; the deliberately rough construction joint completes the bond, so plank and topping work as one composite section.

  1. Collaborating topping (cast)
  2. Plank (predalle)
  3. Rough construction joint
  4. Girder (top chord)
  5. Girder diagonals
  6. Bottom reinforcement

Installation controls

Specification · checklist

01 · Planks & storage

CE marking and integrity of the planks
Storage on supports, no sagging
Check of reinforcement and girders

02 · Bearings & propping

Minimum bearing on the beams
Props at the design spacing
Pre-camber and bearing levels

03 · Added reinforcement

Continuity reinforcement over the supports
Negative and distribution bars
Continuous, lapped topping mesh

04 · Topping pour

Cleaning and wetting of the joint
Topping thickness ≥ design
Vibration and guaranteed cover

05 · Curing & striking

Moist curing of the cast
Props removed only after curing
Deflection check at striking

Recurring defects

Diagnostics · site
Meccanica
Cracking at the joints between planks
CauseOn the soffit the joints between adjacent planks are weak points: differential shrinkage and bending concentrate the cracks there, «mapping» the layout of the planks.
PreventionContinuous distribution mesh in the topping across the joints, joint taping / filling, moist curing of the cast.
Adesione
Slip at the plank–topping interface
CauseIf the girder or the plank roughness are insufficient, plank and topping slide over each other: the section loses its collaboration and behaves as two stacked layers, more deformable.
PreventionGirders to design and well embedded, rough and clean / wetted plank surface, proper construction joint.
Meccanica
Casting overload (insufficient propping)
CauseDuring the pour the thin plank alone carries the weight of the fresh concrete: with sparse or missing props it deflects too much, cracks or fails before curing.
PreventionPropping at the design spacing, pre-camber, gradual pour, props removed only after curing.
Adesione
Spalling of the soffit cover
CauseThe modest cover of the bottom reinforcement, on a thin plank, can detach through corrosion, impact or fire, exposing the bars.
PreventionCover guaranteed by spacers, dense concrete, fire protection suited to the REI class.

Component materials

The network · materials

Reference regulations

2 norms

Informational links to the regulatory framework. Always verify the current text on the official source.