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Fixings and Fastenings

Hollow Core Anchor AN Easy

Application

Internal thread anchor to be used in pre-stressed hollow concrete slabs.
Suitable for suspension of pipe lines, channels, etc. considering the approval regulations for the use with threaded rods or screw. Only to be used with construction components under dry indoor conditions. The general technical approval allows the anchor to be installed even if the drill hole does not hit the cavity.

Installation

Tightening the screw or nut pulls the expansion cone inside the anchor sleeve which keys into the cavity. The anchor spreads Y-shaped inside the hollow space and using the specified torque gives secure form closure.

Technical Data

General installation parameters:

Anchor size
M8
M10
M12
Drill hole dia. d0 = [mm] 12 16 18
Depth of drill hole h0 = [mm] 55 60 70
Clearance hole in the fixture df ≤ [mm] 9 12 14
Minimum length of screw min ls 3) [mm] 47 55 61
Minimum lenght of stud min ls 3) [mm] 53 63 71
Installation torque Tinst = [Nm] 20 30 40
Minimum strength of screw/stud 5.8 5.8 5.8
Character. centre distance scr [mm] 300 300 300
Character. edge distance ccr [mm] 150 150 150
Minimum edge distance cmin [mm] 100 100 100

Admission requirement for single anchor used in pre-stressed hollow concrete slabs ≥ C45/55:

Anchor size
Web thickness du ≥ [mm]
M8
25
M8
30
M8
40
M8
50
M10
25
M10
30
M10
40
M10
50
Perm. load 1) at c ≥ ccr [kN] 0.7 0.9 2.0 3.6 0.9 1.2 3.0 3.6
Perm. load 1) at cmin [kN] 0.35 0.8 1.8 3.0 0.8 1.0 2.7 3.0
Loads under fire exposure        
Perm. load R 30 perm. F [kN]   0.9 0.9 0.9   1.2 1.5 1.5
Perm. load R 60 perm. F [kN]   0.9 0.9 0.9   1.2 1.5 1.5
Perm. load R 90 perm. F [kN]   0.7 0.7 0.7   1.2 1.2 1.2
Perm. load R 120 perm. F [kN]   0.4 0.4 0.4   1.0 1.0 1.0

Anchor size
Web thickness du ≥ [mm]
M12
25
M12
30
M12
40
M12
50
Perm. load 1) at c ≥ ccr [kN] 1.0 1.2 3.0 4.3
Perm. load 1) at cmin [kN] 0.8 1.0 2.7 3.6
Loads under fire exposure    
Perm. load R 30 perm. F [kN]   1.2 1.5 1.5
Perm. load R 60 perm. F [kN]   1.2 1.5 1.5
Perm. load R 90 perm. F [kN]   1.2 1.5 1.5
Perm. load R 120 perm. F [kN]   1.2 1.2 1.2

Admission requirement pair of anchors 4) pre-stressed hollow concrete slabs ≥ C45/55:

Anchor size
Web thickness du ≥ [mm]
M8
25
M8
30
M8
40
M8
50
M10
25
M10
30
M10
40
M10
50
Perm. load 1) at c ≥ ccr [kN] 0.7 1.4 2.6 4.8 1.1 2.0 4.8 4.8
Perm. load 1) at cmin [kN] 0.35 1.25 2.35 4.0 0.9 1.8 4.3 4.3
Minimum centre distance smin [mm] 70 80 100 100 70 80 100 100
Perm. bending moments (Steel 5.8)2) Madm. [Nm] 10.7 10.7 10.7 10.7 21.4 21.4 21.4 21.4
Perm. bending moments (Steel 8.8) Madm [Nm] 17.1 17.1 17.1 17.1 34.2 34.2 34.2 34.2
Loads under fire exposure        
Perm. load R 30 perm. F [kN]   1.25 1.25 1.25   1.8 3.0 3.0
Perm. load R 60 perm. F [kN]   1.25 1.25 1.25   1.8 3.0 3.0
Perm. load R 90 perm. F [kN]   1.25 1.25 1.25   1.8 2.4 2.4
Perm. load R 120 perm. F [kN]   0.8 0.8 0.8   1.8 2.0 2.0

Anchor size
Web thickness du ≥ [mm]
M12
25
M12
30
M12
40
M12
50
Perm. load 1) at c ≥ ccr [kN] 1.2 2.0 4.8 5.7
Perm. load 1) at cmin [kN] 1.0 1.8 4.3 4.8
Minimum centre distance smin [mm] 70 80 100 100
Perm. bending moments (Steel 5.8)2) Madm. [Nm] 37.4 37.4 37.4 37.4
Perm. bending moments (Steel 8.8) Madm. [Nm] 59.8 59.8 59.8 59.8
Loads under fire exposure    
Perm. load R 30 perm. F [kN]   1.8 3.0 3.0
Perm. load R 60 perm. F [kN]   1.8 3.0 3.0
Perm. load R 90 perm. F [kN]   1.8 3.0 3.0
Perm. load R 120 perm. F [kN]   1.8 2.4 2.4

1)
For edge distances cmin < c ≤ ccr the recommended loads can be determined by linear interpolation.
2)
Using lower strength classes, the value is to be reduced accordingly.
3)
The required screw length is determined by the minimum length of screw + the thickness of the fixture tfix (total length = ls + tfix )
4)
Approved load Fmax / Anchor ≤ Fmax single anchor. On double anchorage with spacing smin < s ≤ scr the recommended load may be determined by linear interpolation, assuming the limiting value s = scr for the double anchorage exposed to tension is twice the recommended load of a single anchor.

Material:
Steel, zinc-plated

Approvals / Conformity

Approval: Z-21.1-1785, Fire Protection Eximantion, VdS-Approval

1) Liefertermin auf Anfrage – Ware wird auftragsbezogen beschafft.

TypeTotal length
[mm]
Hülsen-
länge [mm]
W
[kg]
Quantity
[pack]
Part
number
AN Easy M8 1)45350.0150 110463
AN Easy M1053400.0350 110465
AN Easy M12 1)58450.0425 110466