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Insulation panel anchor KI-10
Insulation panel anchor  KI-10 - 1
Insulation panel anchor  KI-10 - 2
Insulation panel anchor  KI-10 - 3
Insulation panel anchor  KI-10 - 4
Insulation panel anchor  KI-10 - 5
Insulation panel anchor  KI-10 - 6
Insulation panel anchor  KI-10 - 7

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

Insulation panel anchor KI-10

With reinforced nylon nail

See product details

Available in 8 versions

Exclusively for trade customers

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Variants

Exclusively for trade customers

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  • Anchor made of polypropylene, fibre glass reinforced nylon nail

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

  • Thermal transmission χ = 0.000 W/K
Notice

For panels in soft materials, the oversize disc, KWL Ø 90 mm can be used



A 10 mm tolerance 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

Application area
Instructions
Supports A + B + CSupport DSupport E
Min.
depth
of hole
mm
Min.
depth
of anchor
mm
Max. thickness
of insulation
panel1)
mm
Min.
depth
of hole
mm
Min.
depth
of anchor
mm
Max. thickness
of insulation
panel1)
mm
Min.
depth
of hole
mm
Min.
depth
of anchor
mm
Max. thickness
of insulation
panel1)
mm
Length
of anchor
mm
Art.
3525305040207060-705921 910 070
504020905921 910 090
8070501205921 910 120
10090701405921 910 140
120110901605921 910 160
1401301101805921 910 180
1601501302005921 910 200
1801701502205921 910 220
1) 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
Technical datacategory
support
Rk characteristic
resistance
to extraction
Ramm
permissible
(or recommended) load
Concrete C12/15, C16/20 - C50/60A0,500,18
Solid brickB0,500,18
Perforated brickC0,400,14
Lightweight concreteD0,400,14
Autoclaved aerated concreteE0,100,04
Min. thickness of supportA, B, C, D, E100