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Insulation panel anchor TFIX-8M
Insulation panel anchor TFIX-8M - 1
Insulation panel anchor TFIX-8M - 2
Insulation panel anchor TFIX-8M - 3
Insulation panel anchor TFIX-8M - 4
Insulation panel anchor TFIX-8M - 5

For detailed information, other images and documents, please select individual articles from the following table.

Insulation panel anchor TFIX-8M

With galvanised steel nail

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Available in 5 versions

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  • Anchor made of polypropylene, pre-assembled with galvanised steel nail; polyamide tip reinforced with fibre glass

  • Thanks to its unique geometry, the anchor can transfer high loads to its support with only a limited anchoring depth

  • Thermal transmission χ = 0.002 W/K
Notice

For soft panels, the KWL oversize disc with a diameter of 90 mm can be used



A tolerance of 10 mm (e.g. adhesive) is already accounted for. The presence of layers of plaster on older buildings, for example, reduces the maximum thickness of the insulation panel. For this reason, the specific installation situation should always be considered when calculating the length of the anchor



Rk, Rd, Ramm are respectively characteristic, design and permissible resistance values. The characteristic and design values are obtained using statistical methods and safety factors. The permissible value is obtained from the design value by applying an additional conventional safety factor of 1.4. For those unfamiliar with the characteristic and design values, we recommend using the permissible strength value by checking that it is greater than the maximum load acting on the anchor

Application area
Instructions
min. depth of hole
[mm]
min. depth
of anchor [mm]
max. thickness of
insulation panel1) [mm]
length of anchor
[mm]
Art.
352560955921 398 095
801155921 398 115
1) A tolerance of 10 mm is already taken into account (for example, to allow for an adhesive). The presence of layers of plaster on older buildings, for example, reduces the maximum thickness of the insulation panel. For this reason, the specific installation situation should always be considered when calculating the length of the anchor
Maximum admissible loads and installation conditions:
base materialcategoryRk characteristic
resistance
to extraction
Rd design
resistance
to extraction
Ramm
admissible
(or recommended) load
concreteA1.20 kN0.60 kN0.43 kN
solid blocksB1.20 kN0.60 kN0.43 kN
perforated blocksC0.60 kN0.30 kN0.21 kN
min. spacing between anchorsA, B, C100 mm
min. edge distanceA, B, C100 mm
min. thickness of base materialA, B, C100 mm