All systems
Technical sheet
A.01A.02
SystemS-35

Timber floor (beams and planking)

The traditional timber floor: parallel beams carrying a board decking, on which the completion layers rest. Light, warm and renewable, it is the floor of historic buildings and today returns in new dry construction. Its strength comes from the bending of the beams; the points to manage are deflection (springiness), vibration, acoustics and protection from fire and moisture, today resolved with a topping or structural deck and resilient layers.

SolaioTraditional timber floor
B.01
System build-up7 layers
ESTRADOSSOINTRADOSSO1. Pavimento2. Massetto3. Resiliente4. Tavolato5. Isolante6. Trave7. Perlinato

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

Traditional timber floor
Altezza delle travi
16-28cm
Interasse delle travi
40-80cm
Luce economica
3-6m
Freccia limite
L/300 - L/500
Peso proprio
1,0-2,5kN/m2
Resistenza al fuoco
R 30-60
Descriptive memo

The traditional timber floor: parallel beams carrying a board decking, on which the completion layers rest. Light, warm and renewable, it is the floor of historic buildings and today returns in new dry construction. Its strength comes from the bending of the beams; the points to manage are deflection (springiness), vibration, acoustics and protection from fire and moisture, today resolved with a topping or structural deck and resilient layers.

The timber floor is made of parallel beams, of solid or glulam timber, that span by bending under the loads; over them, a board decking (or panels) forms the plane and spreads the loads onto the beams. It is the oldest and most widespread floor in historic buildings, and today, in dry timber construction, it is again a protagonist for its lightness and sustainability.

The beam in bending and the deflection

Under load the beam bends: the top fibres go into compression, the bottom into tension, and timber — light but not very stiff compared with steel or concrete — tends to deform. More than strength, deflection often governs: a timber floor must be checked so it does not «bounce» or sag too much. Hence beams are made deeper and closer, or the decking is made to collaborate.

Vibration and acoustics

Being light, the timber floor easily transmits impact noise and can vibrate underfoot. The care is in the layers: a screed (even dry) that adds mass, a resilient layer that decouples the floor finish from the structure, and fibrous materials in the cavity between the beams. Mass and decoupling, not timber alone, give the acoustic comfort.

Fire, moisture and durability

Timber burns, but predictably: a charred layer forms and protects the core, so the beam keeps strength for a calculable time (it is oversized for fire). The real enemy is moisture: beam ends built into damp masonry that rot, leaks, insects. The bearings are protected (ventilated, not in direct contact with damp masonry), moisture is controlled and the surfaces are treated.

Systems architecture

Why it works

Bending and deflection
load qtop: compressionbottom: tensiondeflectiontimber is light but flexible: deflection often governsmass + a resilient layer give the acoustic comfort

Under load the beam bends: the top fibres go into compression, the bottom into tension. Timber is light but not very stiff, so more than strength it is the deflection that governs — a timber floor must be sized so it does not «bounce» or sag. And because it is light, comfort against impact noise comes not from the wood but from the added layers: a screed for mass and a resilient layer that decouples the floor from the structure.

Self-weight by floor type (kN/m²)

Comparison · insulants
Timber floor
≈ 1.0–2.5
Predalles
≈ 3.0–4.0
Clay-and-concrete
≈ 3.5–4.5
Solid R.C. slab
≈ 5.0–6.0

Shorter bar = lighter floor. Timber is the lightest of the floors: little load on old walls and foundations, which makes it ideal in retrofit and roof additions.

Nodal details

Critical junctions · sections
123456
D.01
Beam bearing on the wall

The beam end rests on a ring beam or padstone, on a steel shoe, with an air gap around it: it is not built directly into damp masonry, so it does not rot. The bearing is the most vulnerable point of an old timber floor.

  1. Masonry wall
  2. Ring beam / padstone
  3. Timber beam
  4. Steel shoe / plate
  5. Ventilation gap (bearing)
  6. Decking
12345
D.02
Collaborating topping

Screwed connectors link the beam, through the decking, to a thin concrete topping: beam and topping then work as one composite section, much stiffer — the modern way to stop an old floor «bouncing» and add mass for acoustics.

  1. Collaborating topping + mesh
  2. Screw connectors
  3. Decking
  4. Timber beam
  5. Composite section (timber-concrete)

Installation controls

Specification · checklist

01 · Beams & bearings

Timber grade and moisture
Ventilated, protected bearings
Span and deflection checked

02 · Decking & connections

Decking fixed to the beams
Connectors for the topping
Bracing of the floor plane

03 · Resilient & insulation

Continuous resilient layer
Fibrous fill between beams
No rigid acoustic bridges

04 · Topping & finish

Screed / collaborating topping
Separating layer under the finish
Curing of any wet screed

05 · Fire & moisture

Charring oversize for the R class
Surface / insect treatment
Moisture control at the bearings

Recurring defects

Diagnostics · site
Biologica
Rot and fungi at the built-in beam ends
CauseBeam ends embedded in damp masonry stay wet and unventilated: rot and wood-decay fungi eat the bearing, the weakest and least visible point.
PreventionVentilated bearings, beam ends not in direct contact with damp masonry, moisture control, treatment and inspection.
Meccanica
Creaking and vibration (excess deflection)
CauseA floor too flexible for its span «bounces» and creaks underfoot: timber is light and not very stiff, so deflection — not strength — is exceeded.
PreventionBeams deeper / closer, a collaborating topping, deflection limits L/300–L/500, stiffening of existing floors.
Meccanica
Cracking and gaps in the decking (shrinkage)
CauseTimber laid too wet shrinks as it dries: the boards cup and open gaps, the finish above cracks along the joints.
PreventionSeasoned timber at the right moisture, tongue-and-groove boards, a separating layer under the finish.
Acustica
Poor impact-sound insulation (footfall)
CauseBeing light, the floor transmits footfall noise to the room below: timber alone has too little mass and no decoupling.
PreventionA screed for mass, a continuous resilient layer, fibrous fill between the beams, no rigid bridges.

Component materials

The network · materials

Reference regulations

2 norms

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