Mass Timber Panels Section Wall

This saves precious time and money on site because the installation process becomes more efficient.

Mass timber panels section wall.

The layered stacks are then pressed in large hydraulic or vacuum presses to form an interlocked panel. Model wall and floor systems with easy to use timber systems creation. Specifier services specification support code review structural engineering design review eor services schedule constructability review supply sourcing katerra partners with builders to supply all necessary materials and services to help accelerate their mass timber projects. Cross laminated timber clt panels are formed by stacking and gluing together successive perpendicular layers of wood.

Cross laminated timber crosslam clt is a multi layer mass timber product spanning two directions with precision accuracy resulting in a secure airtight building solution for any floor wall roof or core. In contrast to post and beam designers can take advantage of mass timber panel s two way spanning capability. The panel is then sized and shaped with a computer numerically control cnc machine into a fully construction ready component. Shearwalls stud walls and joist diaphragm systems.

Serving as a significantly lighter replacement for concrete crosslam clt is carbon negative and uses wood exclusively from sustainably managed forests. Type iv a maximum 18 stories with noncombustible protection on all mass timber elements. Mass timber floor and wall systems. Type iv c maximum 9 stories all mass timber permitted to be exposed with a few exceptions e g.

The modeling environment provides full control over timber properties and details of wall or floor systems including the material and species joist or stud spacing and section properties. This can include mass timber panels constructed to form a honeycomb structure well suited to handle both vertical and lateral loads. Based on completed buildings in the us square grids tend to be in the range of 20 20 to 30 30 ft. Clt products have been used in europe for decades as a substitute for concrete construction and have recently been used in multi story construction in the united states.

Shafts and designed for a 2 hour fire resistance. Type iv b maximum 12 stories limited area of exposed mass timber walls and ceilings allowed. Although a mass timber panel may be able to span the 20 ft distance between support beams in a 20 20 ft grid an alternate method would be to include one intermediate beam within each bay to reduce the span of the mass timber floor panel. Innovation in mass timber design engineering 3d modeling and precision manufacturing.