LVL(LaminatedVeneerLumber)
Laminated Veneer Lumber. By peeling the log into millimetric sheets and hot-pressing them together, all natural defects are eliminated. The result is the highest-performing engineered wood product on the market.
Unlike plywood (crossed sheets), in structural LVL for beams (LVL-P) all fibres are parallel to the longitudinal axis to maximise stiffness.
Laminated Veneer Lumber (LVL) breaks the tree down to rebuild it perfect. Obtained by rotary peeling of the trunk, it transforms logs of modest diameter into beams of very large size and absolute stiffness.
The production process maximises efficiency (65% trunk yield, against 45% for sawn timber). The trunk is peeled into a continuous veneer sheet about 3 mm thick. These sheets, dried and jointed, are stacked, coated with thermosetting adhesive and hot-pressed. By breaking the wood down to a millimetric level, natural defects are dispersed and cancelled out (knots, grain slope), obtaining a homogeneous and highly isotropic material.
There are two main variants. In LVL-P (Parallel), used for beams and columns, the veneers are all oriented longitudinally, offering an exceptional elastic modulus along a single axis. In LVL-C (Cross), about 20% of the layers are glued orthogonally, ideal for load-bearing wall panels or slabs, improving shear strength and reducing surface warping.
Standards
European and international references applicable.
Physical properties
Usage environment
Service Class 1 and 2 (indoor). Due to its exceptional density and phenolic glues, the charring rate is 0.65 mm/min, achieving R60/R90 without passive linings. Always pre-drill before screwing to avoid splitting parallel to the grain.
Documented applications
TAV. DLarge-span beams
Very slender primary framing, ideal for flat roofs and industrial architecture.
I-Joist flanges
Flange and web elements for prefabricated lightweight I-joist floor systems.
Platform frame structures
Studs and lintels with high load capacity where thickness is critical.
LVL-C panels
Self-supporting plates for roofs or floors of minimum thickness and high aesthetic value.
Flexural Elastic Modulus E (MPa)
TAV. EElastic modulus E (MPa): the higher the value, the less the beam deflects under load. LVL enables reductions of 20-30% in beam height compared to standard glulam at equal spans, translating directly into lower floor-to-floor heights in tall buildings.
Used in these processes
TAV. POperational documents from this sheet
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