All systems
Technical sheet
A.01A.02
SystemS-14

Timber floor (X-LAM)

A floor of X-LAM panels acting as a light, prefabricated horizontal load-bearing plate. A concrete topping, connected to the timber, can turn it into a stiffer, quieter composite section; a resilient layer and added mass govern the acoustics, the real test of lightweight floors.

SolaioSolid timber panel floor (optionally timber-concrete composite)
B.01
System build-up5 layers
ESTRADOSSOINTRADOSSOCARICO qfuoco (carbonizzazione)1. Pavimento2. Caldana + connettori3. Strato resiliente4. X-LAM (CLT)5. Isolante

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

Solid timber panel floor (optionally timber-concrete composite)
Luce economica
4-7m
Spessore pannello
12-24cm
Peso proprio (con caldana)
≈ 1,5-3kN/m2
Sezione mista
legno-cls (TCC)
Reazione al fuoco
D-s2,d0 (legno)
Montaggio
prefabbricato, a secco
Descriptive memo

A floor of X-LAM panels acting as a light, prefabricated horizontal load-bearing plate. A concrete topping, connected to the timber, can turn it into a stiffer, quieter composite section; a resilient layer and added mass govern the acoustics, the real test of lightweight floors.

The X-LAM floor brings the logic of massive timber construction into the horizontal: large cross-laminated panels, prefabricated and dry-assembled, acting as a load-bearing plate. Light and fast, it nonetheless reverses the acoustic problem compared with heavy floors: the modest mass must be integrated with care, and it is often worth making it work together with a concrete topping.

The panel as a load-bearing plate

The X-LAM panel works in bending like a plate, often in one direction (main span) but with a useful transverse collaboration given by the crossed layers. It is sized on strength and, above all, on deflection and vibration: timber floors, being light, are sensitive to footfall vibration, which must be checked for comfort. Prefabrication allows significant spans with modest thicknesses and short installation times.

The timber-concrete composite (TCC) section

By connecting a concrete topping to the panel with screws or connectors, the two parts work together: the concrete, on top, works in compression; the timber, below, in tension. The composite section (Timber-Concrete Composite) markedly increases stiffness and load capacity, reduces vibration and adds mass valuable for acoustics and fire resistance. It is the solution of choice for the longer spans and for the refurbishment of existing timber floors.

Acoustics and fire: the timber fronts

Acoustics is the critical point: the modest mass readily transmits impact noise. One intervenes with a resilient layer, added mass (topping, gravel, dry screed) and a decoupled ceiling, building a mass-spring-mass system. Fire is managed as for any timber element: slow, predictable charring, a design section and, where needed, protective linings on the soffit. Moisture tightness, finally, must be ensured on site and at the joints.

Systems architecture

Why it works

Composite · timber-concrete
load qconcrete: compressionX-LAM: tensionshear connectors

By connecting a concrete topping to the X-LAM panel, the two parts work together: the concrete on top in compression, the timber below in tension, the connectors transferring the shear at the interface. The composite section is stiffer and stronger, reduces vibration and adds the mass that acoustics and fire need.

Impact noise Ln,w (timber floors)

Comparison · insulants
Composite + resilient (TCC)
≈ 50 dB
X-LAM + dry screed
≈ 60 dB
Bare X-LAM panel
≈ 80 dB

Shorter bar = better (less noise transmitted). The bare panel is noisy; added mass, a resilient layer and the composite section bring it to residential-grade values.

Nodal details

Critical junctions · sections
12345
D.01
Timber-concrete connection (TCC)

The topping and the panel work together only if connected: screws inclined at 45° cross the interface and transfer the shear, turning two stacked layers into a single composite section.

  1. Topping (+ mesh)
  2. Screw connector (45°)
  3. Timber-concrete interface
  4. X-LAM panel
  5. Crossed layers
12345
D.02
Bearing on the wall

Where the panel bears, a resilient strip interrupts the noise transmission to the wall (acoustic bridge); the fixing holds the floor without defeating the decoupling.

  1. Wall / beam
  2. Resilient strip (acoustic)
  3. X-LAM panel
  4. Fixing (screw/bracket)
  5. Continuous topping

Installation controls

Specification · checklist

01 · Panels & moisture

Timber moisture ≤ 12-15%
Rain protection on site
Tolerances and flatness

02 · TCC connection

Connectors for the composite section
Reinforced topping of adequate thickness
Clean interface

03 · Acoustics

Continuous resilient layer
Added mass (topping/screed)
Decoupled ceiling

04 · Vibration

Natural-frequency check
Adequate spans and thicknesses
Stiffening where needed

05 · Fire & joints

Design section for charring
Protective linings where required
Sealing of the joints

Recurring defects

Diagnostics · site
Meccanica
Vibration and impact noise
CauseThin panel / wide span, low natural frequency, modest mass.
PreventionVibration check, composite section, resilient layer and added mass.
Biologica
Rot from moisture
CausePanel wetted on site or by leaks.
PreventionProtection on site, dry detailing, ventilated build-up.
Adesione
Connector slip (TCC)
CauseToo-wet timber, insufficient connectors, slip at the interface.
PreventionIn-service moisture, connector design, slip control.
Termo-igrometrica
Interstitial condensation
CauseWrong vapour control in the build-up.
PreventionVapour control on the warm side, ventilation where needed.

Component materials

The network · materials

Reference regulations

2 norms

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

Timber floor (X-LAM) | Architheca