Installation Dimensions

Anchor Size Da [mm] M10 M12 M16 M20 M24
Anchor Rod Length La ≥ [mm] 130 160 190 260 300
Hole Diameter do [mm] 12 14 18 24 28
Embedment Depth ho=hef [mm] 90 110 125 170 210
Diameter Fixture Hole df [mm] 12 14 18 22 26
Fixture Height tfix ≤ [mm] 30 35 45 70 65
Recommended Torque Tinst [Nm] 20 40 80 120 160
Required Volume/cm Vs [ml] 0,59 0,75 1,09 2,25 2,87

Member Thickness, Edge Distance & Spacing

Anchor Size Da [mm] M10 M12 M16 M20 M24
Min. Member Thickness hmin [mm] 120 140 165 220 270
Min. Edge Distance Cmin [mm] 50 60 80 100 120
Min. Spacing Sminf [mm] 50 60 80 100 120

Steel Brush & Piston Plug Dimensions

Anchor Size Da [mm] M10 M12 M16 M20 M24
Brush Diameter db [mm] 14 16 20 26 30
Min. Brush Diameter dbmin [mm] 12,5 14,5 18,5 24,5 28,5
Piston Plug # --       24 28

Installation Procedures

Processing & Curing Times*

Concrete Temperature Processing Time Curing Time Dry Holes Curing Time Wet Holes
5˚C 2 h 50 h 100 h
10˚C 1,5 h 30 h 60 h
20˚C 30 min. 10 h 20 h
30˚C 20 min. 6 h 12 h
40˚C 12 min. 4 h 8 h
*) Cartridge Temperature must be min. +5˚C. Optimal Cartridge temperature +20˚C.

Performance Data1)

Steel Failure


Design Resistance Dry/Wet Holes

Non-Cracked Concrete Da [mm] M10 M12 M16 M20 M24
Steel 5.8 Tensile Nrd [kN] 19,3 23,0 34,9 56,4 79,2
Shear2) Vrd [kN] 11,2 16,8 31,2 48,8 70,4
Steel 8.8 Tensile Nrd [kN] 20,7 23,0 34,9 56,4 79,2
Shear2) Vrd [kN] 18,4 27,2 50,4 78,4 112,8
A4-70 Tensile Nrd [kN] 20,7 23,0 34,9 56,4 79,2
Shear2) Vrd [kN] 12,8 19,2 35,3 55,1 79,5

Design Resistance Flooded Holes

Non-Cracked Concrete Da [mm] M10 M12 M16 M20 M24
Steel 5.8 Tensile Nrd [kN] 17,0 23,0 33,2 56,4 74,8
Shear2) Vrd [kN] 11,2 16,8 31,2 48,8 70,4
Steel 8.8 Tensile Nrd [kN] 17,0 23,0 33,2 56,4 74,8
Shear2) Vrd [kN] 18,4 27,2 50,4 78,4 112,8
A4-70 Tensile Nrd [kN] 17,0 23,0 33,2 56,4 74,8
Shear2) Vrd [kN] 12,8 19,2 35,3 55,1 79,5

Recommended Loads3) Dry/Wet Holes

Non-Cracked Concrete Da [mm] M10 M12 M16 M20 M24
Steel 5.8 Tensile Nrec [kN] 13,8 16,5 24,9 40,3 56,5
Shear2) Vrec [kN] 8,0 12,0 22,3 34,9 50,3
Steel 8.8 Tensile Nrec [kN] 14,8 16,5 24,9 40,3 56,5
Shear2) Vrec [kN] 13,1 19,4 36,0 56,0 80,6
A4-70 Tensile Nrec [kN] 14,8 16,5 24,9 40,3 56,5
Shear2) Vrec [kN] 9,2 13,7 25,2 39,4 56,8

Recommended Loads3) Flooded Holes

Non-Cracked Concrete Da [mm] M10 M12 M16 M20 M24
Steel 5.8 Tensile Nrec [kN] 12,1 16,5 23,7 40,3 53,4
Shear2) Vrec [kN] 8,0 12,0 22,3 34,9 50,3
Steel 8.8 Tensile Nrec [kN] 12,1 16,5 23,7 40,3 53,4
Shear2) Vrec [kN] 13,1 19,4 36,0 56,0 80,6
A4-70 Tensile Nrec [kN] 12,1 16,5 23,7 40,3 53,4
Shear2) Vrec [kN] 9,2 13,7 25,2 39,4 56,8

1) Loads in kN for a single anchor in concrete C20/C25. Temperature50˚C/80˚C for long/short term. No Influence of Edge Distances or Spacing. Increasing factors for concrete ψc: C30/37: 1,04 C40/50: 1,08 C50/60: 1,10 2) Steel strength in kN without bending moment. 3) Recommended Loads incl. Safety factor γG = 1,4.

 


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