Hess-timber GLT Block Timber

GLT BLOCK TIMBER

Hess-timber GLT Block Timber

GLT BLOCK TIMBER

A Strong Composite

Regarding the component width glued laminated timber offers limited possibilities - a fact which is due to the raw timber's limited width.

Particularly for those constructions which are under high static load the market standard widths often are insufficient. Therefore, we glue together timber construction parts and other composite sections to so-called blocks which we develop according to the individual project requirements in cooperation with our customers.

Hess-timber GLT Block Timber
Hess-timber GLT Block Timber

For the production of bigger component widths, we can glue together two or more glued laminated beams to a solid block. This is the classic method. Depending on the project and the respective component requirements we also produce sections made up from lamellas which are arranged in a staggered manner.

INFORMATION

THERMAL CONDUCTIVITY

l = 0.13 W/mK

MOISTURE CONTENT

12% ±2.5%

DIMENSIONAL TOLERANCES

In accordance to EN 14080

BONDING

Melamine resin adhesive with bright glue line, adhesive type I according to EN 301 approved for bonding loadbearing and non-loadbearing timber components, both indoors and outdoors.

SERVICE CLASSES (EN 1995-1-1)

- Service class 1 heated interior
- Service class 2 roofed outdoor area
- Service class 3 Exposed to the elements (on request)

DENSITY

For spruce, and depending on the strength class, appro 400 kg/m³ to 500 kg/m³ in average

SHRINKAGE AND SWELLING BEHAVIOUR

- Perpendicular to the grain direction au,90 = 0.24% per 1% change in moisture content
- Parallel to the grain direction au,0 = 0.01% per 1% change in moisture content

LAMELLAS

- Maximum lamella thicknesses: 45 mm
- Maximum service class 3 lamella thicknesses: 35 mm (also, 40 mm to 60,000 mm² of cross sectional area)
- For curved/arched special components: Lamella thickness from 6 to 45 mm Rod bonding for three-dimensional shaped components

FORMALDEHYDE EMISSIONS

E1 according to EN 717-1 (<0.1 ppm)

STRUCTURAL FIRE RESISTANCE

0.70 mm/min in accordance to EN 1995-1-2

FIRE BEHAVIOUR

- D-s2, d0
- D fl -s1 when used as floor covering

DIFFUSION RESISTANCE

According to EN ISO 10456 m = 50 (dry) to 20 (wet)

CHARACTERISTICS

Flexible component widths, aesthetically appealing, design and geometric flexibility, increased fire resistance due to the dimension

WOOD SPECIES

- Spruce/fir
- Pine
- Larch
- Other wood species on request

SUSTAINABILITY

The HASSLACHER Group stands for a careful use of wood as a resource. Our raw materials come from sustainable and controlled forestry. Our locations are certified according to the strict PEFC TM standards.

APPLICATIONS

- Multistory timber construction
- Multistory houses made from timber
- Wide span widths
- Industrial and commercial buildings
- Constructions under a high static load

CROSS SECTIONS

- Height: 80 to 1,280 mm in 40 mm steps Special components up to 4,000 mm are possible
- Width : 80 mm to 280 mm in 20 mm steps Any desired extension is possible through block bonding
- Length : up to 27 m; or up to 42 m as special components

ADVANTAGES

- Flexible component widths
- Aesthetically appealing
- Design and geometric flexibility
- Increased fire resistance due to the dimension
- Innovation at its best:direct, pre-cambered and with special shapes
- High loadbearing capacity with a low density
- High dimensional stability through bonding
- Can be assembled with simple tools
- High fire and chemical resistance
- High thermal insulation properties
- Natural, renewable and 100% recyclable building material
- Positive impacts on climate protection through storage of carbon dioxide (CO 2 )