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CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
Youtube 1 - CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
Youtube 1 - CH-8.8 - Anti-spin sleeve anchor for medium loads.

Metal fixings - CH-8.8

CH-8.8

Anti-spin sleeve anchor for medium loads. Hexagonal head screw 8.8. Opt.7 ETA Assessed.

Amplify information > CAD data

Assessments and certificates Show downloads

ETA UN 18-0018
CE
  • Air conditioning units
  • Installation of fire extinguishers
  • Aerials
  • Street furniture
  • Railings
  • Balcony railings
  • Balcony railings
  • Road railings
  • Wooden railings
CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
CH-8.8 - Anti-spin sleeve anchor for medium loads.
Installation - CH-8.8 - Anti-spin sleeve anchor for medium loads.
Reinforced concrete

Reinforced concrete

Concrete

Concrete

Stone

Stone

Solid brick

Solid brick

  • Professional box
Code Dimension €/100 Pcs. Box Pcs. Masterbox EAN technical info.
ACHT8808C M6 x 45 Ø8 34,590 200 1.200 8423533584366
L - Length 45
d0 - Ø Drill 8
Drill hole depth min. 45
Min. anchor depth 39
tfix - Max. fixture thickness 5
Min. distance to edge “A” 41
SW - Installation key 10
Shear load non-cracked concrete 392
Mº - M M6
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
hef - Effective depth 30
Tins - Torque (Nm) 10
Min. distance from axis "B" 41
Tension load non-cracked concrete 267
ACHT8808L M6 x 60 Ø8 39,717 200 800 8423533584380
L - Length 60
d0 - Ø Drill 8
Drill hole depth min. 45
Min. anchor depth 39
tfix - Max. fixture thickness 20
Min. distance to edge “A” 41
SW - Installation key 10
Shear load non-cracked concrete 392
Mº - M M6
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
hef - Effective depth 30
Tins - Torque (Nm) 10
Min. distance from axis "B" 41
Tension load non-cracked concrete 267
ACHT8810C M8 x 60 Ø10 54,563 100 600 8423533584410
L - Length 60
d0 - Ø Drill 10
Drill hole depth min. 60
Min. anchor depth 51
tfix - Max. fixture thickness 5
Min. distance to edge “A” 54
SW - Installation key 13
Shear load non-cracked concrete 604
Mº - M M8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
hef - Effective depth 40
Tins - Torque (Nm) 20
Min. distance from axis "B" 54
Tension load non-cracked concrete 485
ACHT8810L M8 x 80 Ø10 66,337 100 400 8423533584434
L - Length 80
d0 - Ø Drill 10
Drill hole depth min. 60
Min. anchor depth 51
tfix - Max. fixture thickness 27
Min. distance to edge “A” 54
SW - Installation key 13
Shear load non-cracked concrete 604
Mº - M M8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
hef - Effective depth 40
Tins - Torque (Nm) 20
Min. distance from axis "B" 54
Tension load non-cracked concrete 485
ACHT8812C M10 x 70 Ø12 88,940 100 200 8423533584458
L - Length 70
d0 - Ø Drill 12
Drill hole depth min. 75
Min. anchor depth 65
tfix - Max. fixture thickness 5
Min. distance to edge “A” 65
SW - Installation key 17
Shear load non-cracked concrete 794
Mº - M M10
df - Ø Element to fix 14
hmin - Min. substrate thickness 100
hef - Effective depth 48
Tins - Torque (Nm) 35
Min. distance from axis "B" 65
Tension load non-cracked concrete 662
ACHT8812L M10 x 100 Ø12 109,910 50 200 8423533584472
L - Length 100
d0 - Ø Drill 12
Drill hole depth min. 75
Min. anchor depth 65
tfix - Max. fixture thickness 32
Min. distance to edge “A” 65
SW - Installation key 17
Shear load non-cracked concrete 794
Mº - M M10
df - Ø Element to fix 14
hmin - Min. substrate thickness 100
hef - Effective depth 48
Tins - Torque (Nm) 35
Min. distance from axis "B" 65
Tension load non-cracked concrete 662
ACHT8816C M12 x 80 Ø16 167,957 50 200 8423533584502
L - Length 80
d0 - Ø Drill 16
Drill hole depth min. 80
Min. anchor depth 70
tfix - Max. fixture thickness 5
Min. distance to edge “A” 74
SW - Installation key 19
Shear load non-cracked concrete 974
Mº - M M12
df - Ø Element to fix 18
hmin - Min. substrate thickness 110
hef - Effective depth 55
Tins - Torque (Nm) 50
Min. distance from axis "B" 74
Tension load non-cracked concrete 812
ACHT8816L M12 x 110 Ø16 203,790 50 100 8423533584519
L - Length 110
d0 - Ø Drill 16
Drill hole depth min. 80
Min. anchor depth 70
tfix - Max. fixture thickness 37
Min. distance to edge “A” 74
SW - Installation key 19
Shear load non-cracked concrete 974
Mº - M M12
df - Ø Element to fix 18
hmin - Min. substrate thickness 110
hef - Effective depth 55
Tins - Torque (Nm) 50
Min. distance from axis "B" 74
Tension load non-cracked concrete 812
ACHT8820C M16 x 110 Ø20 360,660 25 50 8423533584533
L - Length 110
d0 - Ø Drill 20
Drill hole depth min. 105
Min. anchor depth 92
tfix - Max. fixture thickness 15
Min. distance to edge “A” 97
SW - Installation key 24
Shear load non-cracked concrete 2918
Mº - M M16
df - Ø Element to fix 22
hmin - Min. substrate thickness 145
hef - Effective depth 72
Tins - Torque (Nm) 140
Min. distance from axis "B" 97
Tension load non-cracked concrete 1459
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