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TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
Youtube 1 - TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
Youtube 1 - TFE - Concrete screw anchor with zinc plated coating.

Metal fixings - TFE

TFE

Concrete screw anchor with zinc plated coating. Opt.1 ETA Assessed. Hexagon head.

Amplify information > CAD data

Suitable as auxiliary and temporary anchors, not fixed, for work where access and positioning with ropes is required, both in vertical work and in canyoning and climbing equipment, rescue, etc... It is advisable to use those with diameters of 8 mm and above. Due to its versatility in different types of support and installation and the advantage of its removal when the work has been completed. In this way it has a lower environmental impact, nothing is left in the rock, and nothing is left in the natural environment. Recommendations according to UNE EN:959 2021.
  • Structural applications
  • Temporary awnings or signage
  • Stadium seating
  • Wood to concrete structures
  • Railings and fencing
  • Shelving and racks
  • Structural beams and pillars
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
TFE - Concrete screw anchor with zinc plated coating.
Installation - TFE - Concrete screw anchor with zinc plated coating.
Concrete

Concrete

Cracked concrete

Cracked concrete

Reinforced concrete

Reinforced concrete

Hollow-core slab

Hollow-core slab

Stone

Stone

Code Dimension €/100 Pcs. Box Pcs. Masterbox EAN technical info.
TFE05040 Ø5 x 40 41,217 100 2.400 8423533845245
L - Length 40
Mº - M Ø5
df - Ø Element to fix 8
hmin - Min. substrate thickness 80
tfix - Max. fixture thickness 5
Min. distance to edge “A” 40
SW - Installation key 8
Tension load non-cracked concrete 326
Tension load cracked concrete 228
dk - Head Ø 11.5
d0 - Ø Drill 5
Drill hole depth min. 45
Min. anchor depth 35
Tins - Torque (Nm) 8
Min. distance from axis "B" 80
Outer Ø of thread 6.3
Shear load non-cracked concrete 326
Shear load cracked concrete 228
TFE05050 Ø5 x 50 47,807 100 1.600 8423533845252
L - Length 50
Mº - M Ø5
df - Ø Element to fix 8
hmin - Min. substrate thickness 80
tfix - Max. fixture thickness 5
Min. distance to edge “A” 53
SW - Installation key 8
Tension load non-cracked concrete 494
Tension load cracked concrete 346
dk - Head Ø 11.5
d0 - Ø Drill 5
Drill hole depth min. 55
Min. anchor depth 45
Tins - Torque (Nm) 8
Min. distance from axis "B" 105
Outer Ø of thread 6.3
Shear load non-cracked concrete 398
Shear load cracked concrete 346
TFE05060 Ø5 x 60 51,060 100 1.600 8423533845269
L - Length 60
Mº - M Ø5
df - Ø Element to fix 8
hmin - Min. substrate thickness 80
tfix - Max. fixture thickness 15
Min. distance to edge “A” 53
SW - Installation key 8
Tension load non-cracked concrete 494
Tension load cracked concrete 346
dk - Head Ø 11.5
d0 - Ø Drill 5
Drill hole depth min. 55
Min. anchor depth 45
Tins - Torque (Nm) 8
Min. distance from axis "B" 105
Outer Ø of thread 6.3
Shear load non-cracked concrete 398
Shear load cracked concrete 346
TFE05080 Ø5 x 80 66,970 50 800 8423533845276
L - Length 80
Mº - M Ø5
df - Ø Element to fix 8
hmin - Min. substrate thickness 80
tfix - Max. fixture thickness 35
Min. distance to edge “A” 53
SW - Installation key 8
Tension load non-cracked concrete 494
Tension load cracked concrete 346
dk - Head Ø 11.5
d0 - Ø Drill 5
Drill hole depth min. 55
Min. anchor depth 45
Tins - Torque (Nm) 8
Min. distance from axis "B" 105
Outer Ø of thread 6.3
Shear load non-cracked concrete 398
Shear load cracked concrete 346
TFE05100 Ø5 x 100 77,853 50 800 8423533845283
L - Length 100
Mº - M Ø5
df - Ø Element to fix 8
hmin - Min. substrate thickness 80
tfix - Max. fixture thickness 55
Min. distance to edge “A” 53
SW - Installation key 8
Tension load non-cracked concrete 494
Tension load cracked concrete 346
dk - Head Ø 11.5
d0 - Ø Drill 5
Drill hole depth min. 55
Min. anchor depth 45
Tins - Torque (Nm) 8
Min. distance from axis "B" 105
Outer Ø of thread 6.3
Shear load non-cracked concrete 398
Shear load cracked concrete 346
TFE06040 Ø6 x 40 52,310 100 1.600 8423533845290
L - Length 40
Mº - M Ø6
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 5
Min. distance to edge “A” 39
SW - Installation key 10
Tension load non-cracked concrete 202
Tension load cracked concrete 185
dk - Head Ø 14
d0 - Ø Drill 6
Drill hole depth min. 45
Min. anchor depth 35
Tins - Torque (Nm) 10
Min. distance from axis "B" 78
Outer Ø of thread 7.35
Shear load non-cracked concrete 608
Shear load cracked concrete 454
TFE06050 Ø6 x 50 56,517 100 1.200 8423533845306
L - Length 50
Mº - M Ø6
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 15
Min. distance to edge “A” 39
SW - Installation key 10
Tension load non-cracked concrete 202
Tension load cracked concrete 185
dk - Head Ø 14
d0 - Ø Drill 6
Drill hole depth min. 45
Min. anchor depth 35
Tins - Torque (Nm) 10
Min. distance from axis "B" 78
Outer Ø of thread 7.35
Shear load non-cracked concrete 608
Shear load cracked concrete 454
TFE06060 Ø6 x 60 62,937 100 1.200 8423533845313
L - Length 60
Mº - M Ø6
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 5
Min. distance to edge “A” 65
SW - Installation key 10
Tension load non-cracked concrete 673
Tension load cracked concrete 471
dk - Head Ø 14
d0 - Ø Drill 6
Drill hole depth min. 65
Min. anchor depth 55
Tins - Torque (Nm) 10
Min. distance from axis "B" 129
Outer Ø of thread 7.35
Shear load non-cracked concrete 608
Shear load cracked concrete 542
TFE06070 Ø6 x 70 69,757 50 600 8423533845320
L - Length 70
Mº - M Ø6
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 15
Min. distance to edge “A” 65
SW - Installation key 10
Tension load non-cracked concrete 673
Tension load cracked concrete 471
dk - Head Ø 14
d0 - Ø Drill 6
Drill hole depth min. 65
Min. anchor depth 55
Tins - Torque (Nm) 10
Min. distance from axis "B" 129
Outer Ø of thread 7.35
Shear load non-cracked concrete 608
Shear load cracked concrete 542
TFE06080 Ø6 x 80 78,427 50 800 8423533845337
L - Length 80
Mº - M Ø6
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 25
Min. distance to edge “A” 65
SW - Installation key 10
Tension load non-cracked concrete 673
Tension load cracked concrete 471
dk - Head Ø 14
d0 - Ø Drill 6
Drill hole depth min. 65
Min. anchor depth 55
Tins - Torque (Nm) 10
Min. distance from axis "B" 129
Outer Ø of thread 7.35
Shear load non-cracked concrete 608
Shear load cracked concrete 542
TFE06100 Ø6 x 100 98,573 25 400 8423533845344
L - Length 100
Mº - M Ø6
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 45
Min. distance to edge “A” 65
SW - Installation key 10
Tension load non-cracked concrete 673
Tension load cracked concrete 471
dk - Head Ø 14
d0 - Ø Drill 6
Drill hole depth min. 65
Min. anchor depth 55
Tins - Torque (Nm) 10
Min. distance from axis "B" 129
Outer Ø of thread 7.35
Shear load non-cracked concrete 608
Shear load cracked concrete 542
TFE06120 Ø6 x 120 112,370 25 400 8423533845351
L - Length 120
Mº - M Ø6
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 65
Min. distance to edge “A” 65
SW - Installation key 10
Tension load non-cracked concrete 673
Tension load cracked concrete 471
dk - Head Ø 14
d0 - Ø Drill 6
Drill hole depth min. 65
Min. anchor depth 55
Tins - Torque (Nm) 10
Min. distance from axis "B" 129
Outer Ø of thread 7.35
Shear load non-cracked concrete 608
Shear load cracked concrete 542
TFE08055 Ø8 x 55 100,723 50 600 8423533845368
L - Length 55
Mº - M Ø8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 5
Min. distance to edge “A” 57
SW - Installation key 13
Tension load non-cracked concrete 457
Tension load cracked concrete 320
dk - Head Ø 17
d0 - Ø Drill 8
Drill hole depth min. 60
Min. anchor depth 50
Tins - Torque (Nm) 20
Min. distance from axis "B" 113
Outer Ø of thread 10.45
Shear load non-cracked concrete 950
Shear load cracked concrete 691
TFE08060 Ø8 x 60 102,727 50 600 8423533845375
L - Length 60
Mº - M Ø8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 10
Min. distance to edge “A” 57
SW - Installation key 13
Tension load non-cracked concrete 457
Tension load cracked concrete 320
dk - Head Ø 17
d0 - Ø Drill 8
Drill hole depth min. 60
Min. anchor depth 50
Tins - Torque (Nm) 20
Min. distance from axis "B" 113
Outer Ø of thread 10.45
Shear load non-cracked concrete 950
Shear load cracked concrete 691
TFE08070 Ø8 x 70 113,320 50 200 8423533845382
L - Length 70
Mº - M Ø8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 5
Min. distance to edge “A” 76
SW - Installation key 13
Tension load non-cracked concrete 857
Tension load cracked concrete 600
dk - Head Ø 17
d0 - Ø Drill 8
Drill hole depth min. 75
Min. anchor depth 65
Tins - Torque (Nm) 20
Min. distance from axis "B" 152
Outer Ø of thread 10.45
Shear load non-cracked concrete 950
Shear load cracked concrete 762
TFE08080 Ø8 x 80 126,913 25 400 8423533845399
L - Length 80
Mº - M Ø8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 15
Min. distance to edge “A” 76
SW - Installation key 13
Tension load non-cracked concrete 857
Tension load cracked concrete 600
dk - Head Ø 17
d0 - Ø Drill 8
Drill hole depth min. 75
Min. anchor depth 65
Tins - Torque (Nm) 20
Min. distance from axis "B" 152
Outer Ø of thread 10.45
Shear load non-cracked concrete 950
Shear load cracked concrete 762
TFE08090 Ø8 x 90 136,993 25 400 8423533845405
L - Length 90
Mº - M Ø8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 25
Min. distance to edge “A” 76
SW - Installation key 13
Tension load non-cracked concrete 857
Tension load cracked concrete 600
dk - Head Ø 17
d0 - Ø Drill 8
Drill hole depth min. 75
Min. anchor depth 65
Tins - Torque (Nm) 20
Min. distance from axis "B" 152
Outer Ø of thread 10.45
Shear load non-cracked concrete 950
Shear load cracked concrete 762
TFE08100 Ø8 x 100 144,603 25 400 8423533845412
L - Length 100
Mº - M Ø8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 35
Min. distance to edge “A” 76
SW - Installation key 13
Tension load non-cracked concrete 857
Tension load cracked concrete 600
dk - Head Ø 17
d0 - Ø Drill 8
Drill hole depth min. 75
Min. anchor depth 65
Tins - Torque (Nm) 20
Min. distance from axis "B" 152
Outer Ø of thread 10.45
Shear load non-cracked concrete 950
Shear load cracked concrete 762
TFE08110 Ø8 x 110 151,120 25 400 8423533845429
L - Length 110
Mº - M Ø8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 45
Min. distance to edge “A” 76
SW - Installation key 13
Tension load non-cracked concrete 857
Tension load cracked concrete 600
dk - Head Ø 17
d0 - Ø Drill 8
Drill hole depth min. 75
Min. anchor depth 65
Tins - Torque (Nm) 20
Min. distance from axis "B" 152
Outer Ø of thread 10.45
Shear load non-cracked concrete 950
Shear load cracked concrete 762
TFE08120 Ø8 x 120 207,610 25 400 8423533845436
L - Length 120
Mº - M Ø8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 55
Min. distance to edge “A” 76
SW - Installation key 13
Tension load non-cracked concrete 857
Tension load cracked concrete 600
dk - Head Ø 17
d0 - Ø Drill 8
Drill hole depth min. 75
Min. anchor depth 65
Tins - Torque (Nm) 20
Min. distance from axis "B" 152
Outer Ø of thread 10.45
Shear load non-cracked concrete 950
Shear load cracked concrete 762
TFE08140 Ø8 x 140 213,663 25 300 8423533845443
L - Length 140
Mº - M Ø8
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 75
Min. distance to edge “A” 76
SW - Installation key 13
Tension load non-cracked concrete 857
Tension load cracked concrete 600
dk - Head Ø 17
d0 - Ø Drill 8
Drill hole depth min. 75
Min. anchor depth 65
Tins - Torque (Nm) 20
Min. distance from axis "B" 152
Outer Ø of thread 10.45
Shear load non-cracked concrete 950
Shear load cracked concrete 762
TFE10060 Ø10 x 60 181,627 50 200 8423533845450
L - Length 60
Mº - M Ø10
df - Ø Element to fix 14
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 5
Min. distance to edge “A” 63
SW - Installation key 15
Tension load non-cracked concrete 638
Tension load cracked concrete 447
dk - Head Ø 20
d0 - Ø Drill 10
Drill hole depth min. 65
Min. anchor depth 55
Tins - Torque (Nm) 30
Min. distance from axis "B" 125
Outer Ø of thread 12.55
Shear load non-cracked concrete 1245
Shear load cracked concrete 871
TFE10070 Ø10 x 70 197,127 50 200 8423533845467
L - Length 70
Mº - M Ø10
df - Ø Element to fix 14
hmin - Min. substrate thickness 100
tfix - Max. fixture thickness 15
Min. distance to edge “A” 63
SW - Installation key 15
Tension load non-cracked concrete 638
Tension load cracked concrete 447
dk - Head Ø 20
d0 - Ø Drill 10
Drill hole depth min. 65
Min. anchor depth 55
Tins - Torque (Nm) 30
Min. distance from axis "B" 125
Outer Ø of thread 12.55
Shear load non-cracked concrete 1245
Shear load cracked concrete 871
TFE10080 Ø10 x 80 212,087 50 300 8423533845474
L - Length 80
Mº - M Ø10
df - Ø Element to fix 14
hmin - Min. substrate thickness 120
tfix - Max. fixture thickness 25
Min. distance to edge “A” 88
SW - Installation key 15
Tension load non-cracked concrete 638
Tension load cracked concrete 447
dk - Head Ø 20
d0 - Ø Drill 10
Drill hole depth min. 85
Min. anchor depth 75
Tins - Torque (Nm) 30
Min. distance from axis "B" 176
Outer Ø of thread 12.55
Shear load non-cracked concrete 1245
Shear load cracked concrete 871
TFE10090 Ø10 x 90 219,513 25 300 8423533845481
L - Length 90
Mº - M Ø10
df - Ø Element to fix 14
hmin - Min. substrate thickness 135
tfix - Max. fixture thickness 5
Min. distance to edge “A” 101
SW - Installation key 15
Tension load non-cracked concrete 1310
Tension load cracked concrete 917
dk - Head Ø 20
d0 - Ø Drill 10
Drill hole depth min. 95
Min. anchor depth 85
Tins - Torque (Nm) 30
Min. distance from axis "B" 201
Outer Ø of thread 12.55
Shear load non-cracked concrete 1330
Shear load cracked concrete 1330
TFE10100 Ø10 x 100 226,520 25 300 8423533479068
L - Length 100
Mº - M Ø10
df - Ø Element to fix 14
hmin - Min. substrate thickness 135
tfix - Max. fixture thickness 15
Min. distance to edge “A” 101
SW - Installation key 15
Tension load non-cracked concrete 1310
Tension load cracked concrete 917
dk - Head Ø 20
d0 - Ø Drill 10
Drill hole depth min. 95
Min. anchor depth 85
Tins - Torque (Nm) 30
Min. distance from axis "B" 201
Outer Ø of thread 12.55
Shear load non-cracked concrete 1330
Shear load cracked concrete 1330
TFE10120 Ø10 x 120 260,340 25 200 8423533845504
L - Length 120
Mº - M Ø10
df - Ø Element to fix 14
hmin - Min. substrate thickness 135
tfix - Max. fixture thickness 35
Min. distance to edge “A” 101
SW - Installation key 15
Tension load non-cracked concrete 1310
Tension load cracked concrete 917
dk - Head Ø 20
d0 - Ø Drill 10
Drill hole depth min. 95
Min. anchor depth 85
Tins - Torque (Nm) 30
Min. distance from axis "B" 201
Outer Ø of thread 12.55
Shear load non-cracked concrete 1330
Shear load cracked concrete 1330
TFE10140 Ø10 x 140 288,810 25 100 8423533845511
L - Length 140
Mº - M Ø10
df - Ø Element to fix 14
hmin - Min. substrate thickness 135
tfix - Max. fixture thickness 55
Min. distance to edge “A” 101
SW - Installation key 15
Tension load non-cracked concrete 1310
Tension load cracked concrete 917
dk - Head Ø 20
d0 - Ø Drill 10
Drill hole depth min. 95
Min. anchor depth 85
Tins - Torque (Nm) 30
Min. distance from axis "B" 201
Outer Ø of thread 12.55
Shear load non-cracked concrete 1330
Shear load cracked concrete 1330
TFE12080 Ø12 x 80 260,537 25 100 8423533845528
L - Length 80
Mº - M Ø12
df - Ø Element to fix 16
hmin - Min. substrate thickness 120
tfix - Max. fixture thickness 5
Min. distance to edge “A” 87
SW - Installation key 18
Tension load non-cracked concrete 1055
Tension load cracked concrete 738
dk - Head Ø 25
d0 - Ø Drill 12
Drill hole depth min. 90
Min. anchor depth 75
Tins - Torque (Nm) 50
Min. distance from axis "B" 174
Outer Ø of thread 14.55
Shear load non-cracked concrete 1808
Shear load cracked concrete 1720
TFE12090 Ø12 x 90 278,363 25 100 8423533845535
L - Length 90
Mº - M Ø12
df - Ø Element to fix 16
hmin - Min. substrate thickness 120
tfix - Max. fixture thickness 15
Min. distance to edge “A” 87
SW - Installation key 18
Tension load non-cracked concrete 1055
Tension load cracked concrete 738
dk - Head Ø 25
d0 - Ø Drill 12
Drill hole depth min. 90
Min. anchor depth 75
Tins - Torque (Nm) 50
Min. distance from axis "B" 174
Outer Ø of thread 14.55
Shear load non-cracked concrete 1808
Shear load cracked concrete 1720
TFE12110 Ø12 x 110 318,013 25 100 8423533845542
L - Length 110
Mº - M Ø12
df - Ø Element to fix 16
hmin - Min. substrate thickness 170
tfix - Max. fixture thickness 5
Min. distance to edge “A” 126
SW - Installation key 18
Tension load non-cracked concrete 1822
Tension load cracked concrete 1275
dk - Head Ø 25
d0 - Ø Drill 12
Drill hole depth min. 120
Min. anchor depth 105
Tins - Torque (Nm) 50
Min. distance from axis "B" 251
Outer Ø of thread 14.55
Shear load non-cracked concrete 1808
Shear load cracked concrete 1808
TFE12130 Ø12 x 130 365,667 25 150 8423533845559
L - Length 130
Mº - M Ø12
df - Ø Element to fix 16
hmin - Min. substrate thickness 170
tfix - Max. fixture thickness 25
Min. distance to edge “A” 126
SW - Installation key 18
Tension load non-cracked concrete 1822
Tension load cracked concrete 1275
dk - Head Ø 25
d0 - Ø Drill 12
Drill hole depth min. 120
Min. anchor depth 105
Tins - Torque (Nm) 50
Min. distance from axis "B" 251
Outer Ø of thread 14.55
Shear load non-cracked concrete 1808
Shear load cracked concrete 1808
TFE12150 Ø12 x 150 405,100 25 100 8423533479075
L - Length 150
Mº - M Ø12
df - Ø Element to fix 16
hmin - Min. substrate thickness 170
tfix - Max. fixture thickness 45
Min. distance to edge “A” 126
SW - Installation key 18
Tension load non-cracked concrete 1822
Tension load cracked concrete 1275
dk - Head Ø 25
d0 - Ø Drill 12
Drill hole depth min. 120
Min. anchor depth 105
Tins - Torque (Nm) 50
Min. distance from axis "B" 251
Outer Ø of thread 14.55
Shear load non-cracked concrete 1808
Shear load cracked concrete 1808
TFE14080 Ø14 x 80 374,283 25 150 8423533845573
L - Length 80
Mº - M Ø14
df - Ø Element to fix 18
hmin - Min. substrate thickness 120
tfix - Max. fixture thickness 5
Min. distance to edge “A” 87
SW - Installation key 21
Tension load non-cracked concrete 1055
Tension load cracked concrete 738
dk - Head Ø 28
d0 - Ø Drill 14
Drill hole depth min. 90
Min. anchor depth 75
Tins - Torque (Nm) 70
Min. distance from axis "B" 174
Outer Ø of thread 16.65
Shear load non-cracked concrete 2559
Shear load cracked concrete 1883
TFE14100 Ø14 x 100 444,460 25 150 8423533845580
L - Length 100
Mº - M Ø14
df - Ø Element to fix 18
hmin - Min. substrate thickness 120
tfix - Max. fixture thickness 25
Min. distance to edge “A” 87
SW - Installation key 21
Tension load non-cracked concrete 1055
Tension load cracked concrete 738
dk - Head Ø 28
d0 - Ø Drill 14
Drill hole depth min. 90
Min. anchor depth 75
Tins - Torque (Nm) 70
Min. distance from axis "B" 174
Outer Ø of thread 16.65
Shear load non-cracked concrete 2559
Shear load cracked concrete 1883
TFE14120 Ø14 x 120 517,943 25 100 8423533845597
L - Length 120
Mº - M Ø14
df - Ø Element to fix 18
hmin - Min. substrate thickness 185
tfix - Max. fixture thickness 5
Min. distance to edge “A” 138
SW - Installation key 21
Tension load non-cracked concrete 2107
Tension load cracked concrete 1475
dk - Head Ø 28
d0 - Ø Drill 14
Drill hole depth min. 130
Min. anchor depth 115
Tins - Torque (Nm) 70
Min. distance from axis "B" 276
Outer Ø of thread 16.65
Shear load non-cracked concrete 2559
Shear load cracked concrete 2559
TFE14130 Ø14 x 130 587,600 25 100 8423533845603
L - Length 130
Mº - M Ø14
df - Ø Element to fix 18
hmin - Min. substrate thickness 185
tfix - Max. fixture thickness 15
Min. distance to edge “A” 138
SW - Installation key 21
Tension load non-cracked concrete 2107
Tension load cracked concrete 1475
dk - Head Ø 28
d0 - Ø Drill 14
Drill hole depth min. 130
Min. anchor depth 115
Tins - Torque (Nm) 70
Min. distance from axis "B" 276
Outer Ø of thread 16.65
Shear load non-cracked concrete 2559
Shear load cracked concrete 2559
TFE14140 Ø14 x 140 632,803 25 100 8423533845610
L - Length 140
Mº - M Ø14
df - Ø Element to fix 18
hmin - Min. substrate thickness 185
tfix - Max. fixture thickness 25
Min. distance to edge “A” 138
SW - Installation key 21
Tension load non-cracked concrete 2107
Tension load cracked concrete 1475
dk - Head Ø 28
d0 - Ø Drill 14
Drill hole depth min. 130
Min. anchor depth 115
Tins - Torque (Nm) 70
Min. distance from axis "B" 276
Outer Ø of thread 16.65
Shear load non-cracked concrete 2559
Shear load cracked concrete 2559
TFE14160 Ø14 x 160 688,450 25 50 8423533845627
L - Length 160
Mº - M Ø14
df - Ø Element to fix 18
hmin - Min. substrate thickness 185
tfix - Max. fixture thickness 45
Min. distance to edge “A” 138
SW - Installation key 21
Tension load non-cracked concrete 2107
Tension load cracked concrete 1475
dk - Head Ø 28
d0 - Ø Drill 14
Drill hole depth min. 130
Min. anchor depth 115
Tins - Torque (Nm) 70
Min. distance from axis "B" 276
Outer Ø of thread 16.65
Shear load non-cracked concrete 2559
Shear load cracked concrete 2559
TFE16100 Ø16 x 100 648,690 25 100 8423533864680
L - Length 100
Mº - M Ø16
df - Ø Element to fix 20
hmin - Min. substrate thickness 115
tfix - Max. fixture thickness 20
Min. distance to edge “A” 87
SW - Installation key 24
Tension load non-cracked concrete 1055
Tension load cracked concrete 738
dk - Head Ø 32
d0 - Ø Drill 16
Drill hole depth min. 100
Min. anchor depth 80
Tins - Torque (Nm) 80
Min. distance from axis "B" 174
Outer Ø of thread 18.65
Shear load non-cracked concrete 2257
Shear load cracked concrete 1580
TFE16150 Ø16 x 150 895,793 25 75 8423533864697
L - Length 150
Mº - M Ø16
df - Ø Element to fix 20
hmin - Min. substrate thickness 185
tfix - Max. fixture thickness 30
Min. distance to edge “A” 138
SW - Installation key 24
Tension load non-cracked concrete 2107
Tension load cracked concrete 1475
dk - Head Ø 32
d0 - Ø Drill 16
Drill hole depth min. 140
Min. anchor depth 120
Tins - Torque (Nm) 80
Min. distance from axis "B" 276
Outer Ø of thread 18.65
Shear load non-cracked concrete 2814
Shear load cracked concrete 2814
TFE18100 Ø18 x 100 746,090 20 80 8423533845634
L - Length 100
Mº - M Ø18
df - Ø Element to fix 22
hmin - Min. substrate thickness 140
tfix - Max. fixture thickness 10
Min. distance to edge “A” 105
SW - Installation key 24
Tension load non-cracked concrete 1384
Tension load cracked concrete 968
dk - Head Ø 32
d0 - Ø Drill 18
Drill hole depth min. 110
Min. anchor depth 90
Tins - Torque (Nm) 90
Min. distance from axis "B" 209
Outer Ø of thread 20.65
Shear load non-cracked concrete 3680
Shear load cracked concrete 2576
TFE18130 Ø18 x 130 870,773 20 40 8423533845641
L - Length 130
Mº - M Ø18
df - Ø Element to fix 22
hmin - Min. substrate thickness 140
tfix - Max. fixture thickness 40
Min. distance to edge “A” 105
SW - Installation key 24
Tension load non-cracked concrete 1384
Tension load cracked concrete 968
dk - Head Ø 32
d0 - Ø Drill 18
Drill hole depth min. 110
Min. anchor depth 90
Tins - Torque (Nm) 90
Min. distance from axis "B" 209
Outer Ø of thread 20.65
Shear load non-cracked concrete 3680
Shear load cracked concrete 2576
TFE18160 Ø18 x 160 1.015,070 15 30 8423533845658
L - Length 160
Mº - M Ø18
df - Ø Element to fix 22
hmin - Min. substrate thickness 225
tfix - Max. fixture thickness 20
Min. distance to edge “A” 168
SW - Installation key 24
Tension load non-cracked concrete 2830
Tension load cracked concrete 1981
dk - Head Ø 32
d0 - Ø Drill 18
Drill hole depth min. 160
Min. anchor depth 140
Tins - Torque (Nm) 90
Min. distance from axis "B" 336
Outer Ø of thread 20.65
Shear load non-cracked concrete 3921
Shear load cracked concrete 3921
TFE18180 Ø18 x 180 1.098,183 15 30 8423533845665
L - Length 180
Mº - M Ø18
df - Ø Element to fix 22
hmin - Min. substrate thickness 225
tfix - Max. fixture thickness 40
Min. distance to edge “A” 168
SW - Installation key 24
Tension load non-cracked concrete 2830
Tension load cracked concrete 1981
dk - Head Ø 37
d0 - Ø Drill 18
Drill hole depth min. 160
Min. anchor depth 140
Tins - Torque (Nm) 90
Min. distance from axis "B" 336
Outer Ø of thread 20.65
Shear load non-cracked concrete 3921
Shear load cracked concrete 3921
TFE18200 Ø18 x 200 1.204,420 10 20 8423533845672
L - Length 200
Mº - M Ø18
df - Ø Element to fix 22
hmin - Min. substrate thickness 225
tfix - Max. fixture thickness 60
Min. distance to edge “A” 168
SW - Installation key 24
Tension load non-cracked concrete 2830
Tension load cracked concrete 1981
dk - Head Ø 37
d0 - Ø Drill 18
Drill hole depth min. 160
Min. anchor depth 140
Tins - Torque (Nm) 90
Min. distance from axis "B" 336
Outer Ø of thread 20.65
Shear load non-cracked concrete 3921
Shear load cracked concrete 3921
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