2
High performance steel anchors
High performance steel anchors
2
2
2
Steel anchors
▪▪ FAZ II anchor bolt
▪▪ FBN II anchor bolt
▪▪ FH II high performance anchor
▪▪ FZA / FZA-D / FZA-I Zykon undercut anchors
▪▪ FZEA II Zykon hammerset anchor
▪▪ FBS concrete screw
▪▪ EA II hammerset anchor
▪▪ FNA II nail anchor
3
6
10
16
21
24
29
32
▪▪ T AM-T BP security anchor
▪▪ FA throughbolt
▪▪ FSA sleeve anchor
▪▪ FWB wallbolt
▪▪ FDBB fixing set for diamond drills
▪▪ FHY hollow ceiling anchor
35
36
37
40
43
44
FAZ II Anchor
bolt
Bolt anchor
Efficient fixing for cracked concrete
Cable trays
VERSIONS
APPROVALS
▪▪ zinc-plated steel
▪▪ stainless steel
▪▪ highly corrosion-resistant steel
BUILDING MATERIALS
Approved for:
▪▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Also suitable for:
▪▪ Concrete C12/15
▪▪ Natural stone with dense structure
High performance steel anchors
Balcony railings
2
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪▪ The expansion clip allows for a high
load-bearing capacity, thus fewer fixing
points and smaller anchor plates are
required.
▪▪ The international approvals guarantee
maximum safety and the best
performance.
▪▪ The bolt geometry provides maximum
load distribution which enables use
close to edges and in thin components.
▪▪ Fewer hammer blows and minimal
torque slippage provides a more
simplified installation process
▪▪ The drive-in pin protects the thread
from damage and ensures a troublefree dismantling of the fixture.
▪▪ Steel constructions
▪▪ Guard rails
▪▪ Consoles
▪▪ Ladders
▪▪ Cable conduits
▪▪ Machines
▪▪ Staircases
▪▪ Gates
▪▪ Façades
▪▪ Wood constructions
▪▪ The FAZ II is suitable for pre-positioned
and push-through installation; also
suitable for stand-off installation under
certain conditions.
▪▪ Prior to installation, place the hexagon
nut in the optimal position (the drive-in
pin projects by approx. 3 mm out of the
hexagon nut).
▪▪ When applying the torque, the cone
bolt is pulled into the expansion clip
and expands it against the drill hole
wall.
▪▪ The head embossing offers a simple
control of the anchoring.
▪▪ In the case of series installation, we
recommend using the FABS anchor
bolt setting tool.
INSTALLATION
3
FAZ II Anchor bolt
2
Bolt anchor FAZ II
Items to order only
Item
FAZ II 8/10
FAZ II 8/10
FAZ II 8/30
FAZ II 8/30
FAZ II 8/50
FAZ II 8/100
FAZ II 8/160
FAZ II 10/10
FAZ II 10/10
FAZ II 10/20
FAZ II 10/20
FAZ II 10/30
FAZ II 10/30
FAZ II 10/30
FAZ II 10/50
FAZ II 10/70
FAZ II 10/80
FAZ II 10/100
FAZ II 10/160
FAZ II 12/10
FAZ II 12/10
FAZ II 12/20
FAZ II 12/30
FAZ II 12/30
FAZ II 12/50
FAZ II 12/60
FAZ II 12/80
FAZ II 12/100
FAZ II 12/160
FAZ II 12/160
FAZ II 12/200
FAZ II 16/25
FAZ II 16/25
FAZ II 16/50
FAZ II 16/50
FAZ II 16/100
FAZ II 16/160
FAZ II 16/200
FAZ II 16/250
FAZ II 16/300
FAZ II 20/30
FAZ II 20/30
FAZ II 20/60
FAZ II 20/60
FAZ II 20/160
FAZ II 24/30
FAZ II 24/30
FAZ II 24/60
FAZ II 24/60
zinc-plated
steel
stainless
steel
highly
corrosion
resistant
steel
Drill hole
diameter
Art.-No.
gvz
Art.-No.
A4
Art.-No.
C
ETA
ICC
094871
—
094877
—
094878
094879
503251
094981
—
094982
—
094983
—
—
094984
—
094985
094986
503252
095419
—
095420
095421
—
095446
—
095454
095470
503253
—
095605
—
095836
095864
—
095865
503254
095967
095968
096188
046632
—
046633
—
503255
046635
—
046636
—
501396
—
501399
—
501401
—
—
501403
—
—
501406
—
501407
—
501409
501410
—
501411
501412
501413
—
501415
501416
—
501419
501420
—
501421
—
503180
—
501423
—
—
501424
501425
—
—
—
—
—
501426
—
503183
—
—
501427
—
503184
—
501428
—
501429
—
—
—
—
501430
—
—
—
—
503185
—
—
—
—
—
—
503186
—
—
501431
—
—
—
—
—
—
—
—
501432
503187
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
Approval
High performance steel anchors
TECHNICAL DATA
Anchor
length
do
Min. drillhole depth
for through
fixings
h2
[mm]
[mm]
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
12
12
12
12
12
12
12
12
12
12
12
12
16
16
16
16
16
16
16
16
16
20
20
20
20
20
24
24
24
24
65
65
85
85
105
155
215
85
85
95
95
105
105
105
125
145
155
175
235
100
100
110
120
120
140
150
170
190
250
250
290
135
135
160
160
210
270
310
360
410
155
155
185
185
285
185
185
215
215
75
75
95
95
115
165
225
95
95
105
105
115
115
115
135
155
165
185
245
110
110
120
130
130
150
160
180
200
260
260
300
148
148
173
173
223
283
323
373
423
172
172
202
202
302
205
205
235
235
FAZ II GS 8/10/12/16 with large washers also available to order, please ask for details
4
Max. fixture
thickness
Thread
Width
across nut
Sales
unit
l
t fix
Ø x length
 SW
[mm]
[mm]
[mm]
[mm]
[pcs]
10
10
30
30
50
100
160
10
10
20
20
30
30
30
50
70
80
100
160
10
10
20
30
30
50
60
80
100
160
160
200
25
25
50
50
100
160
200
250
300
30
30
60
60
160
30
30
60
60
M 8 x 21
M 8 x 21
M 8 x 41
M 8 x 41
M 8 x 61
M 8 x 100
M 8 x 100
M 10 x 24
M 10 x 24
M 10 x 34
M 10 x 34
M 10 x 44
M 10 x 44
M 10 x 44
M 10 x 64
M 10 x 84
M 10 x 94
M 10 x 100
M 10 x 100
M 12 x 27
M 12 x 27
M 12 x 37
M 12 x 47
M 12 x 47
M 12 x 67
M 12 x 77
M 12 x 97
M 12 x 100
M 12 x 100
M 12 x 100
M 12 x 100
M 16 x 47
M 16 x 47
M 16 x 72
M 16 x 72
M 16 x 100
M 16 x 100
M 16 x 100
M 16 x 100
M 16 x 100
M 20 x 54
M 20 x 54
M 20 x 84
M 20 x 84
M 20 x 100
M 24 x 58
M 24 x 58
M 24 x 88
M 24 x 88
13
13
13
13
13
13
13
17
17
17
17
17
17
17
17
17
17
17
17
19
19
19
19
19
19
19
19
19
19
19
19
24
24
24
24
24
24
24
24
24
30
30
30
30
30
36
36
36
36
50
10
50
10
50
25
20
50
10
25
50
25
50
10
20
20
20
20
20
20
10
20
20
10
20
20
20
20
10
20
10
20
20
10
20
10
10
10
10
10
5
4
5
4
5
5
4
5
4
FAZ II Anchor bolt
ACCESSORIES
Sales unit
[pcs]
Fits anchor
Item
FABS
Art.-No.
077937
FAZ II, FBN II, EXA for diameter from M6 - M12
1
LOADS
Bolt anchor FAZ II
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 05/0069 has to be considered.
Type
FAZ II 8
FAZ II 10
FAZ II 12
FAZ II 16
FAZ II 20
FAZ II 24
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque tensile load shear load spacing
depth
thickness5)
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
45
60
70
85
100
125
100
120
140
170
200
250
20,0
45,0
60,0
110,0
200,0
270,0
2,4
4,3
7,6
13,4
17,1
24,0
6,9
11,4
16,9
31,4
40,0
49,1
35
40
45
60
95
100
40
45
55
65
85
100
4,3
7,6
11,9
18,8
24,0
33,6
6,9
11,4
16,9
31,4
40,0
49,1
40
40
50
60
95
100
40
45
55
65
95
135
LOADS
2
Bolt anchor FAZ II A4
Highest permissible loads for a single anchor1) in concrete C20/254) .
For the design the complete approval ETA - 05/0069 has to be considered.
Type
FAZ II 8 A4
FAZ II 10 A4
FAZ II 12 A4
FAZ II 16 A4
FAZ II 20 A4
FAZ II 24 A4
High performance steel anchors
fischer Anchor bolt setting tool FABS
Cracked concrete
Installation Permissible Permissible
Min.
Effective
Min.
torque tensile load shear load spacing
anchorage member
depth
thickness5)
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
45
60
70
85
100
125
100
120
140
170
200
250
20,0
45,0
60,0
110,0
200,0
270,0
2,4
4,3
7,6
13,4
17,1
24,0
6,9
11,4
16,9
31,4
40,0
49,1
35
40
45
60
95
100
40
45
55
65
85
100
4,3
7,6
11,9
18,8
24,0
33,6
6,9
11,4
16,9
31,4
40,0
49,1
40
40
50
60
95
100
40
45
55
65
95
135
LOADS
Bolt anchor FAZ II C
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 05/0069 has to be considered.
Type
FAZ II 8 C
FAZ II 10 C
FAZ II 12 C
FAZ II 16 C
FAZ II 20 C
FAZ II 24 C
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque tensile load shear load spacing
depth
thickness5)
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
45
60
70
85
100
125
100
120
140
170
200
250
20,0
45,0
60,0
110,0
200,0
270,0
2,4
4,3
7,6
13,4
17,1
24,0
6,9
11,4
16,9
31,4
40,0
49,1
35
40
45
60
95
100
40
45
55
65
85
100
4,3
7,6
11,9
18,8
24,0
33,6
6,9
11,4
16,9
31,4
40,0
49,1
40
40
50
60
95
100
40
45
55
65
95
135
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor
with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load for the
minimum member thickness (hmin ≧ 2 x hef). The combination of the given min. spacing and min.
edge distance is not possible. One of them has to be increased according approval.
1)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
For combination of tensile loads, shear loads, bending moments as well as reduced edge distances
or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
5)
According approval the minimum member thickness (hmin ≧ 2 x hef) can be reduced under specific
conditions.
3)
5
High performance steel anchors
FBN II Anchor bolt
The cost-efficient fixing for flexible use in non-cracked
concrete
Stormwater overflow tank manholes
VERSIONS
APPROVALS
▪▪ zinc-plated steel
▪▪ stainless steel
▪▪ hot-dip galvanised steel
BUILDING MATERIALS
Approved for:
▪▪ Concrete C20/25 to C50/60, noncracked
Also suitable for:
▪▪ Concrete C12/15
▪▪ Natural stone with dense structure
2
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪▪ The standard anchorage depth
achieves the maximum load-bearing
capacities so fewer fixing points and
smaller anchor plates are required.
▪▪ The reduced anchorage depth reduces
the drill hole depth. This minimises the
amount of time needed for installation
whilst increasing more flexible areas of
use.
▪▪ The long thread allows flexible fixture
thickness for stand-off installations.
▪▪ With only a few hammer blows and
minimal torque slippage installation is
a simple process.
▪▪ The drive-in pin protects the thread
from damage, and ensures a faster
installation and dismantling of the
attachment.
▪▪ Steel constructions
▪▪ Guard rails
▪▪ Consoles
▪▪ Ladders
▪▪ Cable conduits
▪▪ Machines
▪▪ Staircases
▪▪ Gates
▪▪ Façades
▪▪ The FBN II is suitable for pre-positioned
and push-through installation; also
suitable for stand-off installation under
certain conditions.
▪▪ Prior to installation, place the hexagon
nut in the optimal position so that the drive-in pin projects by approx. 3 mm
out of the hexagon nut.
▪▪ When applying torque, the cone is
pulled into the expansion clip and
expands it against the drill hole wall.
▪▪ The embossed head offers a simple
control of the anchoring.
▪▪ For a series of installations we
recommend using the FABS bolt
anchor setting tool.
INSTALLATION
6
Column bases
FBN II Anchor bolt
TECHNICAL DATA
Item
FBN II 6x5 (6/5)
FBN II 6x55 (6/10)
FBN II 6x75 (6/30)
FBN II 8x65 (8/65)
FBN II 8x55 K (8/5)
FBN II 8x55 K (8/55)
FBN II 8x60 K (8/10)
FBN II 8x70 (8/10)
FBN II 8x70 (8/10)
FBN II 8x80 (8/20)
FBN II 8x90 (8/20)
FBN II 8x90 (8/20)
FBN II 8x110 (8/50)
FBN II 8x110 (8/50)
FBN II 8x130 (8/70)
FBN II 10x70 K (10/5)
FBN II 10x70 K (10/5)
FBN II 10x75 K (10/10)
FBN II 8x130 (8/70)
FBN II 8x160 (8/100)
FBN II 10x85 (10/10)
FBN II 10x85 (10/10)
FBN II 10x95 (10/20)
FBN II 10x105 (10/30)
FBN II 10x105 (10/30)
FBN II 10x125 (10/50)
FBN II 10x125 (10/50)
FBN II 10x145 (10/70)
FBN II 10x175 (10/100)
FBN II 10x175 (10/100)
FBN II 10x215 (10/140)
FBN II 10x235 (10/160)
FBN II 12x85 K (12/5)
FBN II 12x90 K (12/5)
FBN II 12x90 K (12/5)
FBN II 12x105 (12/10)
FBN II 12x105 (12/10)
FBN II 12x110 K (12/30)
FBN II 12x115 (12/20)
FBN II 12x125 (12/30)
FBN II 12x125 (12x30)
FBN II 12x145 (12/50)
FBN II 12x145 (12/50)
FBN II 12x175 (12/80)
FBN II 12x195 (12/100)
FBN II 12x195 (12/100)
FBN II 12x215 (12/120)
FBN II 12x235 (12/140)
FBN II 12x255 (12/160)
FBN II 16x130 (16/10)
stainless
steel
hot-dip
galvanised
steel
Approval
Items to order only
zinc-plated
steel
Drill hole Min. Drill
diameter hole depth
for through
fixings
h2
do
Thread
Width
across
nut
l
Max.
usable length
hef,standard/
hef,reduced
tfix
Ø x length
 SW
Anchor
length
Sales
unit
Art.-No.
gvz
Art.-No.
A4
Art.-No.
fvz
ETA
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[pcs]
505526 1) 2)
505527 1) 2)
505528 1) 2)
040662
040806
—
040807
040664
—
040669
040700
—
040771
—
040777
040946
—
040947
—
040783
040827
—
040851
040854
—
040855
—
040931
040943
—
040944
040945
045272
—
045273
040950
—
045274
044558
045263
—
045264
—
045265
045266
—
045267
045268
045269
—
—
505532 1) 2)
505535 1) 2)
—
508007
—
—
507555
—
—
507556
—
507557
—
—
508010
—
—
—
—
507558
—
507559
507560
—
507561
—
—
507562
—
—
—
508011
—
—
507563
—
—
507564
507565
—
507566
—
—
507567
—
—
—
—
507568
—
—
—
—
—
508012
—
—
507575
—
—
507576
—
507577
—
—
508013
—
507578
—
—
507579
—
—
507580
—
507582
—
—
507583
—
—
—
508014
—
—
507589
—
—
—
507591
—
507592
—
—
507596
—
—
—
—
■
■
■
■
■
—
■
■
—
■
■
—
■
—
■
■
—
■
—
■
■
—
■
■
—
■
—
■
■
—
■
■
■
—
■
■
—
■
■
■
—
■
—
■
■
—
■
■
■
■
6
6
6
8
8
8
8
8
8
8
8
8
8
8
8
10
10
10
8
8
10
10
10
10
10
10
10
10
10
10
10
10
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
16
45
50
70
61
51
51
56
66
66
76
86
86
106
106
126
63
63
68
126
156
78
78
88
98
98
118
118
138
168
168
208
228
75
75
80
95
95
100
105
115
115
135
135
165
185
185
205
225
245
114
50
55
75
66
56
56
61
71
71
81
91
91
111
111
131
71
71
76
131
161
86
86
96
106
106
126
126
146
176
176
216
236
86
86
91
106
106
111
116
126
126
146
146
176
196
196
216
236
256
130
5/10/ 30/5/15
-/5
-/5
-/10
10/20
10/20
20/30
30/40
30/40
50/60
50/60
70/80
-/5
-/5
-/10
70/80
100/110
10/20
10/20
20/30
30/40
30/40
50/60
50/60
70/80
100/110
100/110
140/150
160/170
-/5
-/5
-/10
10/25
10/25
-/30
20/35
30/45
30/45
50/65
50/65
80/95
100/115
100/115
120/135
140/155
160/175
10/25
M 6 x 12
M 6 x 17
M 6 x 35
M 8 x 34
M 8 x 24
M 8 x 24
M 8 x 29
M 8 x 39
M 8 x 39
M 8 x 49
M 8 x 59
M 8 x 59
M 8 x 79
M 8 x 79
M 8 x 99
M 10 x 31
M 10 x 31
M 10 x 36
M 8 x 99
M 8 x 129
M 10 x 46
M 10 x 46
M 10 x 56
M 10 x 66
M 10 x 66
M 10 x 86
M 10 x 86
M 10 x 106
M 10 x 136
M 10 x 136
M 10 x 176
M 10 x 196
M 12 x 39
M 12 x 39
M 12 x 44
M 12 x 59
M 12 x 59
M 12 x 64
M 12 x 69
M 12 x 79
M 12 x 79
M 12 x 99
M 12 x 99
M 12 x 129
M 12 x 149
M 12 x 149
M 12 x 169
M 12 x 189
M 12 x 189
M 16 x 74
10
10
10
13
13
13
13
13
13
13
13
13
13
13
13
17
17
17
13
13
17
17
17
17
17
17
17
17
17
17
17
17
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
24
100
100
100
50
50
50
50
50
50
50
50
50
50
50
20
50
50
50
20
20
50
50
50
50
50
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
10
High performance steel anchors
Bolt anchor FBN II
2
7
FBN II Anchor bolt
2
Items to order only
zinc-plated
steel
stainless
steel
hot-dip
galvanised
steel
Approval
High performance steel anchors
TECHNICAL DATA
Drill hole
diameter
do
Min. drill
hole depth
for through
fixings
h2
Anchor
length
l
Max. usable
length
hef,standard/
hef,reduced
tfix
Thread
Ø x length
ETA
[mm]
[mm]
[mm]
[mm]
[mm]
Art.-No.
Art.-No.
Art.-No.
Item
gvz
A4
fvz
FBN II 16x120 K (16/15)
045571
508745
—
■
16
104
120
-/15
M 16 x 64
FBN II 16x145 K (16/15)
—
—
507597
—
16
104
120
-/15
M 16 x 64
FBN II 16x130 K (16/25)
045572
—
—
■
16
114
130
-/25
M 16 x 74
FBN II 16x260 (16/140)
045568
—
—
■
16
244
260
140/155
M 16 x 184
FBN II 16x280 (16/160)
045569
—
—
■
16
264
280
160/175
M 16 x 184
FBN II 16x320 (16/200)
045570
—
—
■
16
304
320
200/215
M 16 x 100
FBN II 20x10 K (20/10)
045577
—
—
■
20
120
142
-/10
M 20 x 50
FBN II 20x185 (20/30)
045573
507571
—
■
20
165
187
30/55
M 20 x 90
FBN II 20x185 (20/30)
—
—
508015
—
20
165
187
30/55
M 20 x 90
FBN II 20x215 (20/60)
045574
507572
—
■
20
195
217
60/85
M 20 x 90
FBN II 20x235 (20/80)
045575
—
—
■
20
215
237
80/105
M 20 x 90
FBN II 20x275 (20/120)
045576
—
—
■
20
255
277
120/145
M 20 x 90
1) Use restricted to anchoring of structural components which are statically indeterminate. 2) Nut and washer not pre-assembled/supplied loose.
Width
across
nut
Sales
unit
 SW
[mm]
[pcs]
24
24
24
24
24
24
30
30
30
30
30
30
10
10
10
10
10
10
10
10
50
10
10
10
ACCESSORIES
fischer Anchor bolt setting tool FABS
Item
FABS
Art.-No.
077937
Sales unit [pcs]
Fits anchor
FAZ II, FBN II, EXA for diameter from M6 - M12
1
ACCESSORIES
Torque wrench ½“ FTW8-54
width
across nut
Items to order only
Type
FTW 8-54
FTW 50-230
Deep drive socket
FDDP 10
FDDP 13
FDDP 17
FDDP 19
Torque wrench ½“ drive FTW 50-230
Deep drive socket FDDP 1/2“
torque
Art.-No.
[mm]
[Nm]
503324
503325
-
8-54
50-230
hex. head fixings
hex. head fixings
503326
503327
503328
503329
10 A/F
13 A/F
17 A/F
19 A/F
-
M6
M8
M10
M12
For further detailed information on this product range please contact our Technical Team of advisors on 01491 827 920
8
suitable for
Sales unit
[pcs]
1
1
1
1
1
1
1
FBN II Anchor bolt
LOADS
Bolt anchor FBN II. Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 07/0211 has to be considered.
Min. effective
anchorage depth
hef,min
[mm]
FBN II 65)
Max. effective
anchorage depth
hef,max
[mm]
30
30
FBN II 85)
40
40
FBN II 10
50
50
FBN II 12
65
65
FBN II 16
80
80
FBN II 20
105
Min. member
thickness
hmin
[mm]
100
100
100
100
100
100
120
120
160
160
200
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
Installation
torque
Tinst
[Nm]
4,0
15,0
15,0
30,0
30,0
50,0
50,0
100,0
100,0
200,0
200,0
1)
4)
5)
Permissible
tensile load
Nperm3)
[kN]
2,9
2,9
6,1
6,1
8,5
8,5
12,6
12,6
17,2
17,2
25,9
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
[kN]
[mm]
2,7
50
4,0
40
6,1
40
6,1
50
8,5
50
8,5
70
14,3
70
25,2
90
26,9
90
34,4
120
38,3
120
Min.
edge distance
cmin2)
[mm]
100
40
40
80
50
100
70
120
90
120
120
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The anchorage depths smaller than 40 mm are only allowed for multiple use for non-structural
applications.
LOADS
2
Bolt anchor FBN II A4. Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 07/0211 has to be considered.
Type
FBN II 8 A4
5)
FBN II 10 A4
FBN II 12 A4
FBN II 16 A4
FBN II 20 A4
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Min. effective
anchorage depth
hef,min
Max. effective
anchorage depth
hef,max
Min. member
thickness
hmin
Installation
torque
Tinst
Permissible
tensile load
Nperm3)
[mm]
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
30
100
100
100
100
100
100
120
120
160
160
200
4,0
10,0
10,0
20,0
20,0
35,0
35,0
80,0
80,0
150,0
150,0
2,9
2,9
6,1
6,1
8,5
8,5
12,6
12,6
17,2
17,2
25,9
3,0
4,0
6,1
6,1
8,5
8,5
15,7
25,2
29,1
34,4
49,1
50
50
40
50
70
70
70
90
120
140
120
100
45
45
80
55
100
70
120
80
120
120
FBN II 6 A4 5)
30
40
40
50
50
65
65
80
80
105
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
1)
4)
5)
High performance steel anchors
Type
Min.
edge distance
cmin2)
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The anchorage depths smaller than 40 mm are only allowed for multiple use for non-structural
applications.
9
High performance steel anchors
FH II High performance anchor
The push-through anchor for fixings with sophisticated design
in cracked concrete
Steel girders
Banisters
VERSIONS
APPROVALS
▪▪ zinc-plated steel
▪▪ stainless steel
BUILDING MATERIALS
Approved for:
▪▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Also suitable for:
▪▪ Concrete C12/15
▪▪ Natural stone with dense structure
2
FH II-I Internally
threaded
ADVANTAGES
APPLICATIONS
▪▪ The anchor construction has a wide
range of head shapes for fixing points
with sophisticated design.
▪▪ The interaction between the screw
shank and sleeve provides a high shear
load so less fixing points are required.
▪▪ International approvals guarantee
maximum safety and high performance.
▪▪ The geometry of the anchor reduces
the amount of energy required for
installation.
▪▪ The detachable screw allows for
surface flush removal.
▪▪ FH II-I Internally threaded version also
available
▪▪ Guard rails
▪▪ Staircases
▪▪ Consoles
▪▪ Steel constructions
▪▪ Ladders
▪▪ Cable conduits
▪▪ Machines
▪▪ Gates
▪▪ Façades
▪▪ Gratings
INSTALLATION
FUNCTIONING
▪▪ The FH II is suitable for push-through
installation.
▪▪ When applying the torque, the cone is
pulled into the expansion sleeve and
expands it against the drill hole wall.
▪▪ The black plastic ring prevents rotation
when tightening the anchor, and acts
as a crumple zone to take the torque
slippage so that the fixture is pulled
onto the anchor base.
▪▪ Available head shapes for flexible
design solutions:
Countersunk head (type SK - for surface
flush and fixing points that can be
subsequently secured against theft),
hexagon head (type S), bolt version
with nut and washer (type B) and cap
nut (type H).
FHII-I high
performance anchor
FHII-I internally
threaded anchor
10
FH II High performance anchor
TECHNICAL DATA
Item
FH II 10/10 S
FH II 10/10 S
FH II 10/25 S
FH II 10/25 S
FH II 10/50 S
FH II 12/10 S
FH II 12/10 S
FH II 12/25 S
FH II 12/25 S
FH II 12/50 S
FH II 15/10 S
FH II 15/10 S
FH II 15/25 S
FH II 15/25 S
FH II 15/50 S
FH II 18/10 S
FH II 18/25 S
FH II 18/25 S
FH II 18/50 S
FH II 24/25 S
FH II 24/25 S
FH II 24/50 S
FH II 28/30 S
FH II 28/60 S
FH II 32/30 S
FH II 32/60 S
zinc-plated stainless
steel
steel
Drill hole
diameter
do
Min. drill
hole depth for
through fixings
h2
l
t fix
Art.-No.
gvz
Art.-No.
A4
ETA
ICC
[mm]
[mm]
[mm]
[mm]
503133
—
503134
—
503135
044884
—
044885
—
044886
044887
—
044888
—
044889
046847
044894
—
044896
044898
—
044900
044901
044902
044903
044904
—
510923
—
510924
—
—
510925
—
510926
—
—
510927
—
510928
—
—
—
510929
—
—
502711
—
—
—
—
—
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
—
—
—
—
—
▲
—
▲
—
▲
▲
—
▲
—
▲
▲
▲
—
▲
▲
—
▲
▲
▲
▲
▲
10
10
10
10
10
12
12
12
12
12
15
15
15
15
15
18
18
18
18
24
24
24
28
28
32
32
65
65
80
80
105
90
90
105
105
130
100
100
115
115
140
115
130
130
155
150
150
175
185
215
210
240
70
69
85
84
110
90
90
105
105
130
106
107
121
122
146
118
132
133
157
160
160
185
192
222
215
245
10
10
25
25
50
10
10
25
25
50
10
10
25
25
50
10
25
25
50
25
25
50
30
60
30
60
Approval
Items to order only
Anchor
length
Max. fixture
thickness
Thread
M
Width
across nut
Sales unit
 SW
[mm]
[pcs]
M6
M6
M6
M6
M6
M8
M8
M8
M8
M8
M 10
M 10
M 10
M 10
M 10
M 12
M 12
M 12
M 12
M 16
M 16
M 16
M 20
M 20
M 20
M 24
10
10
10
10
10
13
13
13
13
13
17
17
17
17
17
19
19
19
19
24
24
24
30
30
36
36
50
50
50
50
50
50
50
50
20
25
25
50
25
20
25
20
20
10
20
10
8
10
4
4
4
4
Max. fixture
thickness
Thread
Width across
nut (hexagon
socket)
Sales unit
M
[mm]
[pcs]
4
4
4
5
6
5
6
5
6
50
50
50
25
25
25
25
25
25
High performance steel anchors
High performance anchor FH II-S - with
hexagonal head
2
TECHNICAL DATA
High performance anchor FH II-SK with
countersunk head
Item
FH II 10/15 SK
FH II 10/25 SK
FH II 10/50 SK
FH II 12/15 SK
FH II 12/15 SK
FH II 12/25 SK
FH II 12/30 SK
FH II 12/50 SK
FH II 12/50 SK
stainless
steel
Art.-No.
gvz
Art.-No.
A4
503136
—
503137
—
503138
—
044917
—
—
510931
044918
—
—
510932
044919
—
—
510933
Drill hole
diameter
do
Min. drill
hole depth
for through
fixings
h2
l
t fix
ETA
ICC
[mm]
[mm]
[mm]
[mm]
■
■
■
■
■
■
■
■
■
—
—
—
—
—
—
—
—
—
10
10
10
12
12
12
12
12
12
70
80
105
95
95
105
110
130
130
65
75
100
90
90
100
105
125
125
10
25
50
15
15
25
30
50
50
Approval
Items to order only
zinc-plated
steel
Anchor
length
M6
M6
M6
M8
M8
M8
M8
M8
M8
11
FH II High performance anchor
High performance anchor FH II-SK with
countersunk head
zinc-plated stainless
steel
steel
Items to order only
Art.-No.
gvz
Item
FH II 15/15 SK
FH II 15/15 SK
FH II 15/25 SK
FH II 15/50 SK
FH II 18/15 SK
FH II 18/25 SK
FH II 18/30 SK
FH II 18/50 SK
Drill hole
diameter
Approval
High performance steel anchors
TECHNICAL DATA
Art.-No.
A4
Anchor
length
Max. fixture
thickness
Thread
do
Min. drill
hole depth
for through
fixings
h2
l
t fix
M
ETA
ICC
[mm]
[mm]
[mm]
[mm]
■
■
■
■
■
■
■
■
▲
—
▲
▲
▲
▲
—
▲
15
15
15
15
18
18
18
18
105
105
115
140
120
130
135
155
100
100
110
135
115
125
130
150
15
15
25
50
15
25
30
50
044920
—
—
510934
044921
—
044922
—
044923
—
044924
—
—
510935
044925
—
Width across
nut (hexagon
socket)
Sales unit
[mm]
[pcs]
6
6
6
6
8
8
8
8
25
25
25
25
20
20
20
20
M 10
M 10
M 10
M 10
M 12
M 12
M 12
M 12
TECHNICAL DATA
High performance anchor FH II-H with cap nut
2
do
Min. drill
hole depth for
through fixings
h2
l
t fix
ETA
ICC
[mm]
[mm]
[mm]
[mm]
■
■
■
■
■
■
■
■
■
■
■
—
—
—
—
—
—
▲
▲
▲
▲
▲
10
10
10
12
12
12
15
15
15
18
18
65
80
105
90
105
130
100
115
140
130
155
75
90
115
100
115
140
115
130
155
145
170
10
25
50
10
25
50
10
25
50
25
50
Art.-No.
gvz
Item
FH II 10/10 H
FH II 10/25 H
FH II 10/50 H
FH II 12/10 H
FH II 12/25 H
FH II 12/50 H
FH II 15/10 H
FH II 15/25 H
FH II 15/50 H
FH II 18/25 H
FH II 18/50 H
503139
503140
503141
044905
044906
044907
044908
044909
044910
044915
044916
Drill hole
diameter
Approval
zinc-plated
steel
Items to order only
Anchor
length
Max. fixture
thickness
Thread
M
Width across
nut
Sales unit
 SW
M6
M6
M6
M8
M8
M8
M 10
M 10
M 10
M 12
M 12
[mm]
[pcs]
13
13
13
17
17
17
17
17
17
19
19
50
50
50
50
50
25
25
25
25
20
20
TECHNICAL DATA
high performance
Hex. drive setting tool
(included)
Items to order only
Item
FH II-I 12/M6
FH II-I 12/M8
FH II-I 15/M10
FH II-I 15/M12
12
Zinc-plated
steel
Stainless
steel
Art.-No.
gvz
Art.-No
A4
520358
520359
519014
519015
520360
520361
519018
519019
Approval
anchor FH II-I
ETA
Drill hole
diameter
do
[mm]
12
12
15
15
Min. drill depth Effective
pre-positioned anchorage
installation
depth
h2
hef
[mm]
85
85
85
85
- > [mm]
67
67
76
76
Total
length
Thread
Gap
Installation
torque
Sales
unit
l
M
U
Tinst
[mm]
[mm]
[mm]
[Nm]
[pcs]
78
78
90
90
M6
M8
M10
M12
3-5
3-5
3-5
3-5
15
15
25
25
25
25
25
20
FH II High performance anchor
TECHNICAL DATA
Item
FH II 10/10 B
FH II 10/25 B
FH II 10/50 B
FH II 12/10 B
FH II 12/25 B
FH II 12/50 B
FH II 12/100 B
FH II 15/10 B
FH II 15/25 B
FH II 15/50 B
FH II 15/100 B
FH II 18/25 B
FH II 18/50 B
FH II 18/100 B
FH II 24/25 B
FH II 24/50 B
FH II 24/100 B
FH II 28/30 B
FH II 28/60 B
FH II 28/100 B
FH II 32/30 B
FH II 32/60 B
zinc-plated
steel
Drill hole
diameter
Approval
Items to order only
do
Min. drillAnchor length
hole depth for
through fixings
h2
l
Max. fixture
thickness
Thread
t fix
M
Art.-No.
gvz
ETA
ICC
[mm]
[mm]
[mm]
[mm]
503142
503143
503144
048773
048774
048775
046832
048776
048777
048778
046835
048779
048780
046841
048886
048887
046842
047547
047548
506630 1)
047549
047550
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
—
—
—
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
▲
10
10
10
12
12
12
12
15
15
15
15
18
18
18
24
24
24
28
28
28
32
32
65
80
105
90
105
130
180
100
115
140
190
130
155
205
150
175
225
185
215
255
210
240
70
85
110
95
110
135
185
110
125
150
200
140
165
215
167
192
242
199
229
271
253
283
10
25
50
10
25
50
100
10
25
50
100
25
50
100
25
50
100
30
60
100
30
60
Width across
nut
Sales unit
 SW
M6
M6
M6
M8
M8
M8
M8
M 10
M 10
M 10
M 10
M 12
M 12
M 12
M 16
M 16
M 16
M 20
M 20
M 20
M 24
M 24
[mm]
[pcs]
10
10
10
13
13
13
13
17
17
17
17
19
19
19
24
24
24
30
30
30
36
36
50
50
50
50
50
25
25
25
25
25
20
20
20
10
10
10
5
4
4
4
4
4
High performance steel anchors
High performance anchor FH II-B with
hexagon nut and threaded bolt
2
1) Delivery time on request.
LOADS
High performance anchor FH II - S / FH II - SK
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 07/0025 has to be considered.
Type
FH II 10 S
FH II 12 S / SK
FH II 15 S / SK
FH II 18 S / SK
FH II 24 S
FH II 28 S
FH II 32 S
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
60
70
80
100
125
150
80
120
140
160
200
250
300
10,0
22,5
40,0
80,0
160,0
180,0
200,0
3,6
5,7
7,6
11,9
17,1
24,0
31,5
4,3
15,9
20,1
24,5
34,3
47,9
63,0
40
50
60
70
80
100
120
40
50
60
70
80
100
120
6,1
11,2
14,1
17,2
24,0
33,6
44,2
6,1
18,9
28,2
34,4
48,1
67,2
88,4
40
60
70
80
100
120
160
40
60
70
80
100
120
180
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3)
13
FH II High performance anchor
High performance steel anchors
LOADS
High performance anchor FH II - S A4
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 07/0025 has to be considered.
Type
FH II 10 S A4
FH II 12 S A4 / SK A4
FH II 15 S A4 / SK A4
FH II 18 S A4 / SK A4
FH II 24 S A4
Cracked concrete
Effective
Min.
Installation permissible permissible
min.
anchorage member
torque
tensile
shear
spacing
depth
thickness
load
load
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
min.
permissible permissible
min.
edge
tensile
shear
spacing
distance
load
load
cmin2)
Nperm3)
Vperm3)
smin2)
min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
60
70
80
100
80
120
140
160
200
15,0
25,0
40,0
100,0
160,0
3,6
5,7
7,6
11,9
17,1
4,3
15,9
20,1
24,5
34,3
40
50
60
70
80
40
50
60
70
80
6,1
9,5
14,1
17,2
24,0
6,1
16,0
24,6
34,4
48,1
40
60
70
80
100
40
60
70
80
100
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3)
LOADS
High performance anchor FH II - H
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 07/0025 has to be considered.
2
Type
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min. edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
FH II 10 H
40
80
10,0
3,6
4,3
40
40
6,1
6,1
40
40
FH II 12 H
60
120
22,5
5,7
15,4
50
50
11,2
15,4
60
60
FH II 15 H
70
140
40,0
7,6
20,1
60
60
14,1
23,4
70
70
FH II 18 H
80
160
80,0
11,9
24,5
70
70
17,2
34,4
80
80
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3)
LOADS
High performance anchor FH II-I
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 07/0025 has to be considered.. Type
FH II-I 12/M6
FH II-I 12/M8
FH II-I 15/M10
FH II-I 15/M12
Cracked concrete
Effective
Min.
Installation permissible permissible
min.
anchorage fixture
torque
tensile
shear
spacing
depth
thickness
load
load
hef
hmin
Tinst
Nzul3)
Vzul3)
smin2)
14
min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
60
60
70
70
125
125
150
150
15,0
15,0
25,0
25,0
4,3
4,3 / 5,75)
5,7 / 7,65)
5,7 / 7,65)
4,3
8,0
12,4
13,7
50
50
60
60
50
50
60
60
7,1
11,2
14,1
14,1
4,3
8,0
12,4
13,7
60
60
70
70
60
60
70
70
The required partial safety factors of resistance as well as the partial safety factor for load
gf = 1,4 are considered.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval or Design Software COMPUFIX.
1)
Non-cracked concrete
min.
permissible permissible
min.
edge
tensile
shear
spacing
distance
load
load
cmin2)
Nperm3)
Vperm3)
smin2)
4)
5
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
When the maximum torque Tfix is applied to the attachment, higher load levels can be achieved.
FH II High performance anchor
LOADS
Type
FH II-I 12/M6 (A4)
FH II-I 12/M8 (A4)
FH II-I 15/M10 (A4)
FH II-I 15/M12 (A4)
Cracked concrete
Effective
Min.
Installation permissible permissible
min.
anchorage fixture
torque
tensile
shear
spacing
depth
thickness
load
load
hef
hmin
Tinst
Nzul3)
Vzul3)
smin2)
Non-cracked concrete
min.
permissible permissible
min.
edge
tensile
shear
spacing
distance
load
load
cmin2)
Nperm3)
Vperm3)
smin2)
min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
60
60
70
70
125
125
150
150
15,0
15,0
25,0
25,0
4,3
4,3 / 5,76)
5,7 / 7,66)
5,7 / 7,66)
4,3
8,0
12,4
12,6
50
50
60
60
50
50
60
60
7,1
11,2
14,1
14,1
4,3
8,0
12,4
12,6
60
60
70
70
60
60
70
70
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load gf = 1,4 are considered.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3)
LOADS
High performance anchor FH II - B
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 07/0025 has to be considered.
Type
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
Min. edge
distance
2
cmin2)
[kN]
[mm]
[mm]
FH II 10 B
40
80
10,0
3,6
4,3
40
40
6,1
6,1
40
40
FH II 12 B
60
120
17,5
5,7
15,4
50
50
11,2
15,4
60
60
FH II 15 B
70
140
38,0
7,6
20,1
60
60
14,1
23,4
70
70
FH II 18 B
80
160
80,0
11,9
24,5
70
70
17,2
34,4
80
80
FH II 24 B
100
200
120,0
17,1
34,3
80
80
24,0
48,1
100
100
FH II 28 B
125
250
180,0
24,0
47,9
100
100
33,6
67,2
120
120
FH II 32 B
150
300
200,0
31,5
63,0
120
120
44,2
88,4
160
180
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
High performance steel anchors
High performance anchor FH II-I (A4)
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 07/0025 has to be considered.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3)
15
FZA / FZA-D / FZA-I ZYKON undercut anchor
High performance steel anchors
The fixing system with the highest safety in cracked concrete
2
Installations in tunnels
VERSIONS
APPROVALS
▪▪ zinc-plated steel
▪▪ stainless steel
▪▪ highly corrosion-resistant steel - type
FZA / FZA-D only
BUILDING MATERIALS
FZA
FZA-D
FZA-I
Approved for:
▪▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Also suitable for:
▪▪ Concrete C12/15
▪▪ Natural stone with dense structure
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪▪ This anchor uses the distinct ZYKON
undercut technology to provide a
positive fit and ensures maximum
safety, even in large cracks.
▪▪ Because of the virtually expansion free installation small edge distances
and axial spacing can be achieved.
▪▪ The FZA-D combination of threaded
bolts and sleeve permits high shear
load and therefore fewer fixing points.
▪▪ The FZA-I can be used for surface
flush removal and reuse of the fixing
point which makes installations very
flexible. ▪▪ The special FZUB drill bit creates the
undercut shape without having to
change tools.
▪▪ The drill hole geometry is achieved with
a low setting force so the overal energy
required for installation is reduced.
▪▪ Steel constructions
▪▪ Guard rails
▪▪ Consoles
▪▪ Ladders
▪▪ Cable conduits
▪▪ Machines
▪▪ Staircases
▪▪ Gates
▪▪ Façades
▪▪ The FZA is suitable for pre-positioned
installation, whereas the FZA-D is
suitable for push-through installation.
▪▪ The FZA-I with internal thread is
suitable for pre-positioned installation.
▪▪ The undercut drill hole is created using
the special FZUB drill bit.
▪▪ Once the anchor has been placed in
the drill hole, the expansion sleeve is
driven over the cone using the FZE Plus
setting tool, and the undercut drill hole
is filled with a positive fit.
INSTALLATION - FZA / FZA-D
INSTALLATION - FZA-I
16
Steel girders
FZA / FZA-D / FZA-I ZYKON undercut anchor
TECHNICAL DATA
Item
FZA 10 x 40 M6/10
FZA 10 x 40 M6/35
FZA 12 x 40 M 8/15
FZA 12 x 50 M 8/15
FZA 12 x 50 M 8/50
FZA 14 x 40 M10/25
FZA 14 x 40 M10/25
FZA 14 x 60 M10/25
FZA 14 x 60 M10/50
FZA 18 x 80 M12/25
FZA 18 x 80 M12/55
FZA 22 x 100 M16/25
FZA 22 x 100 M16/30
FZA 22 x 100 M16/60
FZA 22 x 125 M16/60
zinc-plated stainless
steel
steel
Art.-No.
gvz
Art.-No.
A4
highly
corrosion
resistant
steel
Art.-No.
C
060712
—
060715
060716
—
060718
—
060719
—
060721
—
—
—
060724
060725
060772
—
060775
060776
060774
—
060778
060779
060766
060781
060767
—
—
060782
060768
096214 1)
096361 1)
096215 1)
096227 1)
096362 1)
—
096228 1)
096216 1)
096358 1)
096315 1)
096359 1)
033800 1)
024523 1)
096364 1)
096360 1)
Required
drill bit
FZUB
Approval
Items to order only
Required
setting tool
FZE plus
ETA
10 x 40
10 x 40
12 x 40
12 x 50
12 x 50
14 x 40
14 x 40
14 x 60
14 x 60
18 x 80
18 x 80
22 x 100
22 x 100
22 x 100
22 x 125
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
Bolt
length
Max. fixture
thickness
Thread
M
l
t fix
[mm]
[mm]
60
85
69
79
114
79
79
102
126
126
156
151
156
184
209
10
35
15
15
50
25
25
25
50
25
55
25
30
60
60
FZE 10 plus
FZE 10 plus
FZE 12 plus
FZE 12 plus
FZE 12 plus
FZE 14 plus
FZE 14 plus
FZE 14 plus
FZE 14 plus
FZE 18 plus
FZE 18 plus
FZE 22 plus
FZE 22 plus
FZE 22 plus
FZE 22 plus
Width
across nut
Sales unit
 SW
M6
M6
M8
M8
M8
M 10
M 10
M 10
M 10
M 12
M 12
M 16
M 16
M 16
M 16
[mm]
[pcs]
10
10
13
13
13
17
17
17
17
19
19
24
24
24
24
25
25
25
20
20
25
20
10
10
10
10
10
10
10
6
High performance steel anchors
ZYKON Bolt anchor FZA
2
1) Delivery time on request.
TECHNICAL DATA
ZYKON Through anchor FZA-D
Item
FZA 12 x 50 M 8 D/10
FZA 12 x 50 M 8 D/10
FZA 12 x 60 M 8 D/10
FZA 12 x 80 M 8 D/30
FZA 12 x 80 M 8 D/30
FZA 14 x 80 M10 D/20
FZA 14 x 100 M 8 D/30
FZA 18 x 100 M12 D/20
FZA 18 x 130 M12 D/50
FZA 22 x 125 M16 D/25
1) Delivery time on request.
Required
drill bit
FZUB
zinc-plated
steel
stainless
steel
highly
corrosion
resistant
steel
Art.-No.
gvz
Art.-No.
A4
Art.-No.
C
ETA
060664
—
060665
060666
—
060669
060670
060672
060673
060675
—
096319 1)
—
—
096354 1)
096355 1)
—
096356 1)
096357 1)
—
■
■
■
■
■
■
■
■
■
■
060652
—
060653
060654
—
060657
060658
060684
060685
060663
Approval
Items to order only
12 x 50
12 x 50
12 x 60
12 x 80
12 x 80
14 x 80
14 x 100
18 x 100
18 x 130
22 x 125
Required
setting tool
FZE plus
FZE 12 plus
FZE 12 plus
FZE 12 plus
FZE 12 plus
FZE 12 plus
FZE 14 plus
FZE 14 plus
FZE 18 plus
FZE 18 plus
FZE 22 plus
Bolt length Max. fixture
thickness
Thread
Width
across nut
 SW
[mm]
[pcs]
13
13
13
13
13
17
17
19
19
24
25
20
25
25
20
10
10
10
10
10
l
[mm]
t fix
[mm]
M
69
69
79
99
99
102
126
126
156
156
10
10
10
30
30
20
40
20
50
25
M8
M8
M8
M8
M8
M 10
M 10
M 12
M 12
M 16
Sales unit
17
FZA / FZA-D / FZA-I ZYKON undercut anchor
2
ZYKON Internally-threaded anchor FZA-I
Items to order only
Item
FZA 12 x 40 M6 I
FZA 12 x 50 M6 I
FZA 14 x 60 M8 I
FZA 18 x 80 M10 I
FZA 22 x 100 M12 I
FZA 22 x 125 M12 I
zinc-plated
steel
stainless
steel
Approval
High performance steel anchors
TECHNICAL DATA
Art.-No.
gvz
Art.-No.
A4
ETA
060758
—
060760
060761
060763
060769
060783
060784
060786
060787
060788
060770
■
■
■
■
■
■
Required
drill bit FZUB
Required setting
tool FZE plus
Internal thread
M
12 x 40
12 x 50
14 x 60
18 x 80
22 x 100
22 x 125
FZE 12 plus
FZE 12 plus
FZE 14 plus
FZE 18 plus
FZE 22 plus
FZE 22 plus
M6
M6
M8
M 10
M 12
M 12
Min. bolt
penetration
lE,min
[mm]
Max. bolt
penetration
lE,max
[mm]
Sales unit
8
8
11
13
15
15
13
13
17
21
25
25
25
25
20
10
10
10
[pcs]
ACCESSORIES
Drill bit FZUB
Fits anchor
Items to order only
Item
FZUB 10 x 40
FZUB 12 x 40
FZUB 12 x 50
FZUB 12 x 60
FZUB 12 x 80
FZUB 14 x 40
FZUB 14 x 60
FZUB 14 x 80
FZUB 14 x 100
FZUB 18 x 80
FZUB 18 x 100
FZUB 18 x 130
FZUB 22 x 100
FZUB 22 x 125
Sales unit
Art.-No.
bolt anchor
push-through anchor
internal thread anchor
[pcs]
060622
060623
060627
060625
060626
060624
060628
060629
060630
060634
060632
060633
060636
060638
FZA 10 x 40 M6
FZA 12 x 40 M8
FZA 12 x 50 M8
FZA 14 x 40 M10
FZA 14 x 60 M10
FZA 18 x 80 M12
FZA 22 x 100 M16
FZA 22 x 125 M16
FZA 12 x 50 M8 D/10
FZA 12 x 60 M8 D/10
FZA 12 x 80 M8 D/30
FZA 14 x 80 M10 D/20
FZA 14 x 100 M10 D/40
FZA 18 x 100 M12 D/20
FZA 18 x 130 M12 D/50
FZA 22 x 125 M16 D/25
FZA 12 x 40 M6 I
FZA 12 x 50 M6 I
FZA 14 x 60 M8 I
FZA 18 x 80 M10I
FZA 22 x 100 M12 I
FZA 22 x 125 M12 I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
ACCESSORIES
Setting tool FZE plus
Fits anchor
Items to order only
Item
FZE 10 plus
FZE 12 plus
FZE 14 plus
FZE 18 plus
FZE 22 plus
1) Without centring pin.
18
Sales unit
Art.-No.
bolt anchor
push-through anchor
internal thread anchor
[pcs]
044637 1)
044638
044639
044640
044641
FZA 10 x ... M6
FZA 12 x ... M8
FZA 14 x ... M10
FZA 18 x ... M12
FZA 22 x ... M16
FZA 12 x ... M8 D
FZA 14 x ... M10 D
FZA 18 x ... M12 D
FZA 22 x ... M16 D
FZA 12 x ... M6 I
FZA 14 x ... M8 I
FZA 18 x ... M10 I
FZA 22 x ... M12 I
1
1
1
1
1
FZA / FZA-D / FZA-I ZYKON undercut anchor
LOADS
Cracked concrete
Type
FZA 10 x 40 M6
FZA 12 x 40 M8
FZA 14 x 40 M10
FZA 12 x 50 M8
FZA 14 x 60 M10
FZA 18 x 80 M12
FZA 22 x 100 M16
FZA 22 x 125 M16
Effective
Min.
Installation Permissible Permissible
anchorage member
torque tensile load shear load
depth
thickness
hmin
Tinst
Nperm3)
Vperm3)
hef
Min.
spacing
Non-cracked concrete
smin2)
Min.
edge
distance
cmin2)
Permissible Permissible
tensile load shear load
Min.
spacing
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
40
40
50
60
80
100
125
100
100
100
110
130
160
200
250
8,5
20,0
40,0
20,0
40,0
60,0
100,0
100,0
2,4
2,4
2,4
4,3
5,7
9,5
17,1
19,0
4,6
5,6
5,6
7,9
13,3
19,3
34,3
35,9
40
40
70
50
60
80
100
125
35
40
70
45
55
70
100
125
3,6
3,6
3,6
5,7
9,5
14,3
19,0
19,0
4,6
7,9
7,9
8,4
13,3
19,3
35,9
35,9
40
40
70
50
60
80
100
125
35
40
70
45
55
70
100
125
LOADS
ZYKON undercut anchor FZA A4
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 98/0004 has to be considered.
Type
FZA 10 x 40 M6 A4
FZA 12 x 40 M8 A4
FZA 14 x 40 M10 A4
FZA 12 x 50 M8 A4
FZA 14 x 60 M10 A4
FZA 18 x 80 M12 A4
FZA 22 x 100 M16 A4
FZA 22 x 125 M16 A4
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque
tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
Non-cracked concrete
Permissible Permissible
Min.
tensile load shear load spacing
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
40
40
50
60
80
100
125
100
100
100
110
130
160
200
250
8,5
20,0
40,0
20,0
40,0
60,0
100,0
100,0
2,4
2,4
2,4
4,3
5,7
9,5
17,1
19,0
3,2
5,6
5,6
5,9
9,3
13,5
25,2
25,2
40
40
70
50
60
80
100
125
35
40
70
45
55
70
100
125
3,6
3,6
3,6
5,7
9,5
14,3
19,0
19,0
3,2
5,9
7,9
5,9
9,3
13,5
25,2
25,2
40
40
70
50
60
80
100
125
35
40
70
45
55
70
100
125
High performance steel anchors
ZYKON undercut anchor FZA
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 98/0004 has to be considered.
2
LOADS
ZYKON undercut anchor FZA-D
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 98/0004 has to be considered.
Type
FZA 12 x 50 M8 D
FZA 12 x 60 M8 D
FZA 12 x 80 M8 D
FZA 14 x 80 M10 D
FZA 14 x 100 M10 D
FZA 18 x 100 M12 D
FZA 18 x 130 M12 D
FZA 22 x 125 M16 D
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
Non-cracked concrete
Permissible Permissible
Min.
tensile load shear load spacing
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
50
50
60
60
80
80
100
100
110
110
130
130
160
160
200
20,0
20,0
20,0
40,0
40,0
60,0
100,0
100,0
2,4
4,3
4,3
5,7
5,7
9,5
9,5
17,1
5,6
7,9
7,9
13,3
13,3
19,3
19,3
34,3
40
50
50
60
60
80
80
100
35
45
45
55
55
70
70
100
3,6
5,7
5,7
9,5
9,5
14,3
14,3
19,0
7,9
8,4
8,4
13,3
13,3
19,3
19,3
35,9
40
50
50
60
60
80
80
100
35
45
45
55
55
70
70
100
19
FZA / FZA-D / FZA-I ZYKON undercut anchor
High performance steel anchors
LOADS
ZYKON undercut anchor FZA-D A4
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 98/0004 has to be considered.
Type
FZA 12 x 50 M8 D A4
FZA 12 x 60 M8 D A4
FZA 12 x 80 M8 D A4
FZA 14 x 80 M10 D A4
FZA 14 x 100 M10 D A4
FZA 18 x 100 M12 D A4
FZA 18 x 130 M12 D A4
FZA 22 x 125 M16 D A4
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
50
50
60
60
80
80
100
100
110
110
130
130
160
160
200
20,0
20,0
20,0
40,0
40,0
60,0
60,0
100,0
2,4
4,3
4,3
5,7
5,7
9,5
9,5
17,1
5,6
5,9
5,9
9,3
9,3
13,5
13,5
25,2
40
50
50
60
60
80
80
100
35
45
45
55
55
70
70
100
3,6
5,7
5,7
9,5
9,5
14,3
14,3
19,0
5,9
5,9
5,9
9,3
9,3
13,5
13,5
25,2
40
50
50
60
60
80
80
100
35
45
45
55
55
70
70
100
LOADS
ZYKON undercut anchor FZA-I (screw quality 8.8)
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 98/0004 has to be considered.
Type
2
FZA 12 x 40 M6 I
FZA 12 x 50 M6 I
FZA 14 x 60 M8 I
FZA 18 x 80 M10 I
FZA 22 x 100 M12 I
FZA 22 x 125 M12 I
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nzul3)
Vzul3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nzul3)
Vzul3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
50
60
80
100
125
100
110
130
160
200
250
8,5
8,5
15,0
30,0
60,0
60,0
2,4
4,3
5,7
9,5
17,1
19,0
4,1
4,1
5,4
5,6
13,2
13,2
40
50
60
80
100
125
35
45
55
70
100
125
3,6
5,7
9,5
9,6
19,0
19,0
4,1
4,1
5,4
5,6
13,2
13,2
40
50
60
80
100
125
35
45
55
70
100
125
LOADS
ZYKON undercut anchor FZA-I A4 (screw quality A4-70)
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 98/0004 has to be considered.
Type
FZA 12 x 40 M6 I A4
FZA 12 x 50 M6 I A4
FZA 14 x 60 M8 I A4
FZA 18 x 80 M10 I A4
FZA 22 x 100 M12 I A4
FZA 22 x 125 M12 I A4
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
20
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
50
60
80
100
125
100
110
130
160
200
250
8,5
8,5
15,0
30,0
60,0
60,0
2,4
4,3
5,7
9,0
17,1
19,0
3,2
3,2
4,3
5,4
12,7
12,7
40
50
60
80
100
125
35
45
55
70
100
125
3,6
5,4
7,1
9,0
19,0
19,0
3,2
3,2
4,3
5,4
12,7
12,7
40
50
60
80
100
125
35
45
55
70
100
125
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3)
FZEA II ZYKON hammerset anchor
▪▪ Anchor shape
before expansion
▪▪ Anchor shape
after correct Emergency exit signs in tunnels
Air conditioning units
VERSIONS
APPROVALS
▪▪ zinc-plated steel
▪▪ stainless steel
▪▪ highly corrosion-resistant steel
BUILDING MATERIALS
The anchor is set correctly when the
anchor sleeve is positioned flush with the
surface of the concrete and the 4 imprints
are visible
Approved for:
▪▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Also suitable for:
▪▪ Concrete C12/15
▪▪ Natural stone with dense structure
High performance steel anchors
The internally threaded anchor with shallow anchoring depth
for individual fixings in cracked concrete
2
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪▪ The combination of hammerset and
ZYKON undercut anchor allows for
individual fixings in cracked concrete.
▪▪ The
special
ZYKON
undercut
technology reduces the energy
required for installation.
▪▪ The special FZUB drill bit creates the
undercut shape without having to
change tools.
▪▪ The embossing that is applied when
expanding the anchor secures the
simple control of the anchoring.
▪▪ The drill hole geometry is achieved
with a low setting force so the overall
energy required for installation is
reduced.
▪▪ Pipes
▪▪ Ventilation systems
▪▪ Sprinkler systems
▪▪ Cable conduits
▪▪ Suspended ceilings
▪▪ The FZEA II is suitable for
pre-positioned installation.
▪▪ The undercut drill hole is created using
the special FZUB drill bit
▪▪ Once the anchor has been placed in
the drill hole, the expansion sleeve is
expanded and splayed open by driving
in the internal expansion pin with the
FZED Plus setting tool. The undercut
drill hole is now filled with a positive fit.
INSTALLATION
21
FZEA II ZYKON hammerset anchor
2
Zykon-Hammerset anchor FZEA II
Items to order only
Item
FZEA II 10 x 40 M 8
FZEA II 12 x 40 M10
FZEA II 14 x 40 M12
Art.-No.
gvz
stainless
steel
Art.-No.
A4
047303 047306
047304 047307
047305 047308
highly
corrosion
resistant
steel
Art.-No.
C
047309
047310
047311
Required drill Required setting
bit FZUB
tool FZED plus
ETA
■
■
■
Length
Internal
thread
l
M
Max. bolt Min. bolt Sales unit
penetration penetration
[mm]
10 x 40
12 x 40
14 x 40
FZED 10 plus
FZED 12 plus
FZED 14 plus
43
43
43
M8
M 10
M 12
lE,max
lE,min
[mm]
[mm]
[pcs]
17
19
21
11
13
15
100
100
50
ACCESSORIES
Drill bit FZUB
Item
Setting tool FZED plus
Fits anchor
Items to Order only
FZUB 10 x 40
FZUB 12 x 40
FZUB 14 x 40
FZED 10 plus
FZED 12 plus
FZED 14 plus
22
zinc-plated
steel
Approval
High performance steel anchors
TECHNICAL DATA
Art.-No.
060622
060623
060624
044642
044643
044644
Sales unit
[pcs]
FZEA II 10 x 40
FZEA II 12 x 40
FZEA II 14 x 40
FZEA II 10 x 40
FZEA II 12 x 40
FZEA II 14 x 40
1
1
1
1
1
1
FZEA II ZYKON hammerset anchor
LOADS
Type
FZEA II 10 x 40 M8
FZEA II 12 x 40 M10
FZEA II 14 x 40 M12
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
40
40
80
80
80
10,0
15,0
20,0
1,6
3,0
3,6
4,7
5,6
5,6
40
45
50
40
45
50
3,6
3,6
3,6
4,7
7,8
7,9
40
45
50
40
45
50
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3)
LOADS
ZYKON hammerset anchor FZEA II A4 (screw quality A4-70)
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 06/0271 has to be considered.
Type
FZEA II 10 x 40 M8 A4
FZEA II 12 x 40 M10 A4
FZEA II 14 x 40 M12 A4
Cracked concrete
Effective
Min.
Installation Permissible Permissible Min.
anchorage member
torque
tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
40
40
80
80
80
15,0
20,0
40,0
1,6
3,0
3,6
5,6
5,6
5,6
40
45
50
40
45
50
3,6
3,6
3,6
5,7
7,9
7,9
40
45
50
40
45
50
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
3)
4)
High performance steel anchors
ZYKON hammerset anchor FZEA II (screw quality 5.8)
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 06/0271 has to be considered.
2
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
ZYKON hammerset anchor FZEA II C (screw quality: material 1.4529, strength 700 N/mm²)
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 06/0271 has to be considered.
Type
FZEA II 10 x 40 M8 C
FZEA II 12 x 40 M10 C
FZEA II 14 x 40 M12 C
Cracked concrete
Effective
Min.
Installation Permissible Permissible
Min.
anchorage member
torque
tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
40
40
40
80
80
80
15,0
20,0
40,0
1,6
3,0
3,6
5,6
5,6
5,6
40
45
50
40
45
50
3,6
3,6
3,6
5,7
7,9
7,9
40
45
50
40
45
50
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
3)
4)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
23
FBS Concrete screw
High performance steel anchors
The fully removable fixing in cracked concrete
Protective barriers
VERSIONS
APPROVALS
▪▪ zinc-plated steel
▪▪ stainless steel
BUILDING MATERIALS
Approved for:
▪▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Also suitable for:
▪▪ Concrete C12/15
▪▪ Natural stone with dense structure
2
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪▪ The self-tapping concrete screw
enables full removal and is ideally
suited to temporary fixings.
▪▪ The FBS can be set and installed in one
go, thereby saving on installation time.
▪▪ When combined with a tangential
impact wrench, the screw principle
allows for a quick and easy installation.
▪▪ The head embossing offers a simple
control of the anchoring, thus saving
time.
▪▪ Guard rails
▪▪ Consoles
▪▪ Metal profiles
▪▪ Ladders
▪▪ Protection boards
▪▪ Gates
▪▪ Façades
▪▪ Window elements
▪▪ Temporary fixings
▪▪ The FBS is suitable for push-through
installation.
▪▪ When the concrete screw is screwed
into the drill hole, the thread taps into
the concrete with a positive fit.
▪▪ Please note the power output
information to ensure that the best
results are achieved with a tangential
impact wrench (incl. nuts fitting
tangential impact wrenches) (see
table).
▪▪ Use FBS A4 for external applications
(including temporary ones) and those
in a damp environment.
INSTALLATION
24
Formwork bracings
FBS Concrete screw
TECHNICAL DATA
zinc-plated stainless
steel
steel
Item to order only
Approval
Concrete screw FBS-S with hexagon head
Drill hole
diameter
Item
FBS 8x70 US
FBS 8x110 US
FBS 8x90 S
FBS 10x90 S
FBS 10x100 S
FBS 10x100 A4 S
FBS 10x120 S
Art.-No.
A4
066956
—
066957
—
066958
—
067062
—
067063
—
—
047465
067168
—
■
■
■
■
■
—
■
Screw
length
Max. fixture
thickness
do
h2
ls
t fix
[mm]
[mm]
[mm]
[mm]
8
8
8
10
10
10
10
90
110
100
100
110
110
120
80
100
90
90
100
100
110
5
25
15
5
15
15
25
ETA
Art.-No.
gvz
Min. drill-hole depth
for through fixings
Actuation
Sales
unit
[pcs]
T40/SW13
T40/SW13
SW 16
SW 18
SW 18
SW 17
SW 18
100
100
100
50
50
50
50
2
Item to order only
Approval
Concrete screw FBS with forged washer
zinc-plated
steel
ETA
Item
Art.-No.
gvz
Drill
Drill hole
Screw
Screw
diameter diameter in diameter
length
object
(under head)
Drill Screw-in Max. Recommended Maximum
depth depth useable nominal torque tightening
length of tangential torque with
impact wrench torque wrench
resp. ratch
h1
hnom
do
df
ds
lu
[mm]
[mm]
[mm]
[mm]
[mm]
High performance steel anchors
Concrete screw FBS-US with hexagon head
and forged washer
Width
across
nut
Sales
unit
[pcs]
[Nm]
[Nm]
SW [mm]
[pcs]
FBS 8x70
FBS 8x80
FBS 8x90
FBS 8x110
FBS 8x130
517875
517876
517877
517878
517880
■
■
■
■
■
8
8
8
8
8
12
12
12
12
12
8
8
8
8
8
70
80
90
110
130
75
75
75
75
75
65
65
65
65
65
5
15
25
45
65
250
250
250
250
250
20
20
20
20
20
13
13
13
13
13
50
50
50
50
50
FBS 10x70
FBS 10x90
FBS 10x100
FBS 10x120
FBS 10x140
FBS 10x160
FBS 10x200
517881
517883
517884
517885
517887
517891
517893
■
■
■
■
■
■
10
10
10
10
10
10
10
14
14
14
14
14
14
14
10
10
10
10
10
10
10
70
90
100
120
140
160
200
75
95
95
95
95
95
95
65
85
85
85
85
85
85
5
5
15
35
55
75
115
300
300
300
300
300
300
300
40
40
40
40
40
40
40
15
15
15
15
15
15
15
50
50
50
50
50
50
50
FBS 12x90
FBS 12x110
FBS 12x130
FBS 12x150
517895
517898
517900
517903
■
■
■
12
12
12
12
16
16
16
16
12
12
12
12
90
110
130
150
95
110
110
110
85
100
100
100
5
10
30
50
450
450
450
450
60
60
60
60
17
17
17
17
20
20
20
20
FBS 14x110
FBS 14x135
FBS 14x160
517905
517908
517910
■
■
14
14
14
18
18
18
14
14
14
110
135
160
110
135
170
100
125
125
10
10
35
450
450
450
80
80
80
21
21
21
20
8
8
25
FBS Concrete screw
INSTALLATION TORQUE OF CONCRETE SCREWS
High performance steel anchors
Concrete screw
2
recommended nominal torque
of the tangential impact wrench*)
[Nm]
maximum tightening torque
with torque wrench resp. ratch ≦
[Nm]
200
300
40
40
FBS 8
FBS 10
*)Use nuts (black) which fit percussion power screwdrivers!
The conversion of nominal output into effective tightening torque varies from machine to machine - always therefore use torque control.
LOADS
Concrete screw FBS
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 11/0095 has to be considered.
Type
FBS 8
FBS 10
Effective
Min.
anchorage member
depth
thickness
hef
hmin
Installation
torque
Cracked concrete
Permissible Permissible
Min.
tensile load shear load
spacing
Tinst
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
Non-cracked concrete
Permissible Permissible
Min.
tensile load shear load
spacing
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
51
68
120
130
-
4,3
7,6
6,2
16,2
50
70
50
70
5,7
13,5
8,6
16,2
50
70
50
70
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3)
LOADS
Concrete screw FBS A4
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 11/0095 has to be considered.
Type
FBS 10 A4
26
Effective
Min.
anchorage member
depth
thickness
hef
hmin
Cracked concrete
Installation Permissible Permissible
Min.
torque
tensile load shear load
spacing
Tinst
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
Permissible
tensile load
Nperm3)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
68
130
-
7,6
19,0
70
70
13,5
19,0
70
70
FBS Concrete screw
The screw solution for multiple fixings
Strip lighting
VERSIONS
APPROVALS
▪▪ zinc-plated steel
BUILDING MATERIALS
Approved for:
▪▪ Concrete C20/25 to C50/60,
cracked, for multiple fixings of nonstructural applications
Also suitable for:
▪▪ Concrete C12/15
▪▪ Natural stone with dense structure
High performance steel anchors
Ventilation systems
2
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪▪ The concrete screw has been approved
for the multiple fixing of non-load
bearing systems and which makes it ideal for fixing pipelines, cable conduits
etc.
▪▪ The FBS can be set and installed in one
go, saving valuable installation time.
▪▪ When combined with a tangential
impact wrench, the screw design
allows for a quick and easy installation.
▪▪ A range of head shapes allows for the
fixing of wide-ranging attachments,
and for the ideal adaptation to suit the
intended use.
▪▪ Pipes
▪▪ Ventilation systems
▪▪ Sprinkler systems
▪▪ Cable conduits
▪▪ Wire hangers
▪▪ Punched tapes
▪▪ Ceilings
▪▪ Temporary internal fixings
▪▪ The FBS type SK and type P are suitable
for push-through installation; whilst the
FBS type M8 and type M8/M10 I are
suitable for pre-positioned installation.
▪▪ When the concrete screw is screwed
into the drill hole, the thread taps into
the concrete making a positive fit.
▪▪ Please note the power output
information to ensure that the best
results are achieved with a tangential
impact wrench (incl. nuts fitting
tangential impact wrenches - see
table).
▪▪ Head shapes for flexible design
solutions:
Countersunk head - type SK for
surface flush fixings.
▪▪ Panhead - type P.
▪▪ Bushing with internal thread - type
M8/M10-I for suspended items.
▪▪ Threaded bolts - type M8.
INSTALLATION
27
FBS Concrete screw
TECHNICAL DATA
High performance steel anchors
Concrete screw FBS-P, panhead
Items to order only
Item
FBS 5/5 P
FBS 6/5 P
FBS 6/25 P
FBS 6x60 SK
zinc-plated
steel
Approval
Concrete screw FBS-SK, countersunk head
Drill hole
diameter
do
Art.-No.
gvz
ETA
[mm]
■
■
■
■
5
6
6
6
066774
066939
066948
066935
Drill hole diameter
in object
7
8
8
8
Min. Drill-hole
depth
h2
Anchor
length
l
Max. fixture
thickness
t fix
[mm]
[mm]
[mm]
65
65
85
65
55
60
80
60
5
5
25
5
Width
across nut
Sales unit
[pcs]
T30
T 30
T 30
T 30
100
100
100
100
Width
across nut
 SW
Sales
unit
[mm]
[pcs]
10
13
100
100
TECHNICAL DATA
Concrete screw FBS-M8, outside diameter M8
Concrete screw FBS-M8/M10,
internal thread M8/M10
Item
FBS 6x55 M8
FBS 6x55 M8/M10I
zinc-plated
steel
Art.-No.
gvz
066949
066950
Approval
2
Drill hole
diameter
do
Min. drill hole
depth
h2
Anchor
length
l
Projection
length
l1
ETA
[mm]
[mm]
[mm]
[mm]
■
■
6
6
60
60
75
83
19
26
Thread
M
M8
M8 + M10
INSTALLATION TORQUE OF CONCRETE SCREWS
Concrete screw
Recommended nominal torque
of the tangential impact wrench*)
[Nm]
Maximum tightening torque
with torque wrench resp. ratch ≦
[Nm]
150
15
FBS 6
*)Use nuts (black) which fit percussion power screwdrivers!
The conversion of nominal output into effective tightening torque varies from machine to machine - always therefore use torque control.
LOADS
Concrete screw FBS
Highest permissible loads for a single anchor1) for multiple use for non-structural applications in concrete C20/254). For the design the complete approval ETA - 11/0093 has to be considered.
Typ
FBS 6
Effective Minimum
anchorage member
depth
thickness
hef
hmin
Installation
torque
Cracked concrete
Permissible Permissible
Min.
tensile load shear load spacing
Tinst
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
28
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
44
100
-
3,6
3,3
40
40
3,6
3,3
40
40
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Permissible
tensile load
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3)
EA II Hammerset anchor
Sprinklers
Pipelines
VERSIONS
APPROVALS
▪▪ zinc-plated steel
▪▪ stainless steel
BUILDING MATERIALS
Approved for:
▪▪ Concrete C20/25 to C50/60,
cracked, for the multiple fixings of
non-load-bearing systems
▪▪ Concrete C20/25 to C50/60,
non-cracked
Also suitable for:
▪▪ Concrete C12/15
▪▪ Natural stone with dense structure
High performance steel anchors
The internally threaded anchor with rim for simple hammerset
installation
2
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪▪ The embossed rim prevents the anchor
sleeve from slipping, ensuring a trouble
free hammerset installation.
▪▪ The metric internal thread means that
it is possible to use standard screws or
threaded rods to suit the intended use.
▪▪ The EA II S-SDS machine setting
tool allows for effortless installation,
particularly for a series of installations.
▪▪ The embossing that is applied when
the anchor is expanded with the EAW
H Plus setting tool offers control of
the anchoring and provides increased
safety.
▪▪ Pipelines and ventilation systems
▪▪ Sprinkler systems
▪▪ Cable conduits and wires
▪▪ Gratings
▪▪ Steel constructions
▪▪ Machines
▪▪ Consoles
▪▪ Shuttering props
▪▪ The EA II is suitable for pre-positioned
installation.
▪▪ Position the hammerset anchor in
the drill hole and drive in flush to the
surface of the anchor base using the
hammer.
▪▪ The sleeve is then expanded by driving
in the internal bolt with the EAW H
Plus setting tool (alternative: EA II-SDS
machine setting tool), and expanded
against the drill hole wall.
▪▪ The setting tools must sit on the rim of
the anchor to ensure correct expansion.
INSTALLATION
29
EA II Hammerset anchor
2
Hammerset anchor EA II. Not suitable for diamond
drilling appliances and diamond saws.
Items to order only
Item
EA II M 6
EA II M 8
EA II M 8 x 40
EA II M 10 x 30
EA II M 10
EA II M 12
EA II M 16
EA II M 20
zinc-plated
steel
stainless
steel
Art.-No.
gvz
Art.-No.
A4
ETA
048264
048284
048323
048332
048339
048406
048408
048409
048410
048411
048412
—
048414
048415
048416
048417
■
■
■
■
■
■
■
■
Approval
High performance steel anchors
TECHNICAL DATA
Drill hole
diameter
Anchor
length
Internal
thread
do
Min. Drill
hole depth for
pre-positioned
installation
h1
l
M
[mm]
[mm]
[mm]
8
10
10
12
12
15
20
25
32
33
43
33
43
54
70
85
30
30
40
30
40
50
65
80
M6
M8
M8
M 10
M 10
M 12
M 16
M 20
Min. bolt
penetration
Max. bolt
penetration
Sales
unit
lE,min
lE,max
[mm]
[mm]
[pcs]
6
8
8
10
10
12
16
20
13
13
13
13
17
22
28
34
100
100
50
50
50
25
20
10
Associated setting tool for manual installation (EAW H plus), for installation with hammer drill (EA II-S-SDS)
ACCESSORIES
Setting tool EAW H Plus with
hand impact protection for your
safety and embossing tool.
Items to order only
Item
EAW H 6 Plus
EAW H 8 Plus
EAW H 8 x 40 Plus
EAW H 10 Plus
EAW H 10 x 30 plus
EAW H 12 Plus
EAW H 16 Plus
EAW H 20 Plus
EA-ST 12
Setting tool EA-ST
Fits
Sales unit
[pcs]
Art.-No.
044630
044631
044632
044633
048487
044634
044635
044636
504585
EA II M6
EA II M 8
EA II M 8 x 40
EA II M 10
EA II M 10 x 30
EA II M 12, EA II M 12 D
EA II M 16
EA II M 20
EA II M6
1
1
1
1
1
1
1
1
1
ACCESSORIES
Machine setting tool EA II S-SDS
Items to order only
Item
EA II S-SDS 6
EA II S-SDS 8
EA II S-SDS 8 x 40
EA II S-SDS 10 x 30
EA II S-SDS 10
EA II S-SDS 12
EA II S-SDS-M 16
EA II S-SDS-M 20
1) Delivery time on request.
30
Tool holder
Fits
SDS plus
SDS plus
SDS plus
SDS plus
SDS plus
SDS plus
SDS max
SDS max
EA II M6
EA II M 8
EA II M 8 x 40
EA II M 10 x 30
EA II M 10
EA II M 12 D / EA II M 12 / EA M 12 N D
EA II M 16
EA II M 20
Art.-No.
048065
048066
048067
048068 1)
048070
048071
048072 1)
048073 1)
Sales unit
[pcs]
1
1
1
1
1
1
1
1
EA II Hammerset anchor
LOADS - MULTIPLE USE , CRACKED CONCRETE
Type
EA II M6 / A4
EA II M8 / A4
EA II M8 x 40 / A4
EA II M10 x 30 / A4
EA II M10 / A4
EA II M12 / A4
Effective
anchorage depth
hef
Min.
member thickness
hmin
Maximum
torque moment
Tinst,max
[mm]
[mm]
30
30
40
30
40
50
100
100
100
120
120
120
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
3)
Cracked or Non-cracked concrete
Permissible load
Min. spacing
Min. edge distance
Fperm3)
smin2)
cmin2)
[Nm]
[kN]
[mm]
[mm]
4,0
8,0
8,0
15,0
15,0
35,0
1,0
1,7
1,7
1,7
2,5
3,6
65
95
95
85
95
145
115
140
140
140
160
200
Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile
loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor
groups) see approval.
LOADS - SINGLE ANCHOR, NON-CRACKED CONCRETE
Hammerset anchor EA II (screw quality 8.8) / EA II A4 (screw quality A4 -70)
Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete approval ETA - 07/0135 has to be considered.
Type
EA II M65) / / A45)
EA II M85) / A45)
EA II M8 x 40
EA II M10 x 305) / A45)
EA II M10 / A4
EA II M12 / A4
EA II M12D / A4
EA II M16 / A4
EA II M20 / D A4
Min.
member thickness
hmin
Maximum
torque moment
Tinst,max
Permissible
tensile load
Nperm3)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
30
30
40
30
40
50
50
65
80
100
100
100
120
120
120
120
160
200
4,0
8,0
8,0
15,0
15,0
35,0
35,0
60,0
120,0
4,0
4,0
6,1
4,0
6,1
8,5
8,5
12,6
17,2
3,9
4,0
4,9
4,0
6,1
8,5
8,5
18,3
29,1
65
95
95
85
95
145
145
180
190
115
140
140
140
160
200
200
240
280
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
1)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Effective
anchorage depth
hef
Min.
edge distance
cmin2)
High performance steel anchors
Hammerset anchor EA II (screw quality 5.8) / EA II A4 (screw quality A4 -70)
Highest permissible loads1) for a single anchor for multiple use for non-structural applications in concrete C20/25 up to C50/60.
For the design the complete approval ETA - 07/0142 has to be considered.
2
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
5)
Only for multiple use for non-structural applications.
3)
31
FNA II Nail anchor
High performance steel anchors
The hammerset nail anchor for multiple fixings
Fire protection boards
VERSIONS
APPROVALS
▪▪ zinc-plated steel
▪▪ stainless steel
▪▪ highly corrosion-resistant steel
BUILDING MATERIALS
Approved for:
▪▪ Concrete C12/15 to C50/60,
cracked, for multiple fixings of nonstructural applications
Also suitable for:
▪▪ Solid sand-lime brick
▪▪ Natural stone with dense structure
▪▪ Prestressed hollow-core concrete slabs
2
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪▪ The special design principle allows for
a simple hammerset installation and a
short processing time.
▪▪ The extremely short anchor depth
prevents reinforcement hits, and
creates conditions for a trouble-free
installation.
▪▪ The expansion clip ensures a firm
hold when placed in the drill hole, and
prevents it falling out during overhead
installations.
▪▪ A range of different head shapes
allows for the fixing of wide-ranging
fixtures and for the ideal adaptation to
suit the intended use.
▪▪ Fire protection plates
▪▪ Fire protection boards
▪▪ Ventilation systems
▪▪ Wire and nonious hangers
▪▪ Mounting rails
▪▪ Metal clamps
▪▪ Sub-structures made of wood or metal
▪▪ The FNA II with nail head is suitable
for push-through installation. The
FNA II M6 is suitable for pre-positioned
and push-through installation. The
FNA II OE and H are suitable for prepositioned installation.
▪▪ The installed FNA II nail anchor
expands automatically under load. The
cone is pulled into the expansion clip
and expands it against the drill hole
wall.
▪▪ Available setting tools:▪
FNA S-SBO to slip onto the drill.▪
FNA S-SDS for series installation with
a drilling hammer.▪
FNA S-H for the manual installation of
mounting rails.
INSTALLATION
32
Suspended ceilings
FNA II Nail anchor
TECHNICAL DATA
Item
FNA II 6 x 25/5
FNA II 6 x 30/5
FNA II 6 x 30/5
FNA II 6 x 30/20
FNA II 6 x 30/30
FNA II 6 x 30/30
FNA II 6 x 30/50
FNA II 6 x 30/75
FNA II 6 x 30/100
FNA II 6 x 30/120
zinc-plated
steel
stainless
steel
Art.-No.
gvz
Art.-No.
A4
044121 1)
—
044115 1) 044122
—
—
—
—
044116 044123
—
—
044117 046024
—
044118
—
044119
—
044120
highly
corrosion
resistant
steel
Art.-No.
C
—
—
044124
506147
—
044125
500569
500573 2)
500574 2)
500575 2)
do
Min. drill
hole depth for
through fixings
h2
l
t fix
ETA
[mm]
[mm]
[mm]
[mm]
[mm]
[pcs]
■
■
■
■
■
■
■
■
■
■
6
6
6
6
6
6
6
6
6
6
40
45
45
60
70
70
90
115
140
160
35
40
40
55
65
65
85
110
135
155
5
5
5
20
30
30
50
75
100
120
13
13
13
13
13
13
13
13
13
13
100
100
25
50
50
25
50
50
50
50
Approval
Items to order only
Drill hole
diameter
Anchor
length
Max. fixture
thickness
KD
head-Ø
Sales
unit
1) with hexagon below the nail head for anti-rotation lock of hole and wire hangers (for example) and centring for optional setting tool FNA-S
2) On request.
High performance steel anchors
Nail anchor FNA II with nail head
2
TECHNICAL DATA
Nail anchor FNA II M6 with thread and
flange nut
Item
zinc-plated
steel
stainless
steel
highly
corrosion
resistant
steel
Art.-No.
gvz
Art.-No.
A4
Art.-No.
C
FNA II 6 x 25 M6/5 044111
—
—
—
—
FNA II 6 x 30 M6/5 044109
044112 2)
—
FNA II 6 x 30 M6/5
—
—
044113 2)
FNA II 6 x 30 M6/5
—
—
—
FNA II 6 x 30 M6 x 41 044110 1)
—
—
FNA II 6 x 30 M6/10 046022
—
—
FNA II 6 x 30 M8/5 044114
1) without nut; e.g. for fixing of pipe clamps
2) with nut and washer (no flange nut)
do
Min. drill
hole depth
for through
fixings
h2
l
t fix
ETA
[mm]
[mm]
[mm]
[mm]
■
■
■
■
■
■
■
6
6
6
6
6
6
6
40
45
45
45
40
45
45
45
50
50
50
41
55
51
5
5
5
5
—
10
5
Approval
Items to order only
Drill hole
diameter
Anchor
length
Max. fixture
thickness
Thread
M
M6
M6
M6
M6
M6
M6
M8
Width
across nut
Sales
unit
 SW
[mm]
[pcs]
10
10
10
10
10
10
13
100
100
50
25
100
100
50
33
FNA II Nail anchor
Nail anchor FNA II-H with hook
zinc-plated
steel
Items to order only
Art.-No.
gvz
Item
FNA II 6 x 25 H
FNA II 6 x 25 OE
044126
044127
Nail anchor FNA II-OE with eye
Drill hole
diameter
Approval
High performance steel anchors
TECHNICAL DATA
Anchor l
ength
Min. drill
hole depth
Inner diameter of the
hook/eye
Sales unit
do
l
h1
ETA
[mm]
[mm]
[mm]
[Ø mm]
[pcs]
—
■
6
6
54
54
35
35
10
10
50
50
TECHNICAL DATA
Machine setting tool FNA S-SDS
Machine setting tool FNA S-SBO for mounting on the drill bit (drill-Ø 6mm)
Hand tool FNA S-H
Use
Items to order only
Item
2
Description
Sales unit
Art.-No.
[pcs]
FNA S-SDS
061547
for all FNA II with nail head
FNA S-SBO
061548
for all FNA II with nail head
FNA S-H
095990
for FNA II with metric thread M6
The ideal setting tool for the serial installation with SDS-plus adapter for
driving in FNA II with nail head using a hammer drill.
For a power saving and fast installation to be placed on the drill.
E.g. for the fixing of installation of mounting rails. Chuck with outer
diameter of 15mm for the installation of FNA II M6 by hand.
1
1
1
LOADS
Nail anchor FNA II
Highest permissible loads1) for a single anchor for multiple use for non-structural applications in concrete C20/25 up to C50/604).
For the design the complete approval ETA - 06/0175 has to be considered.
Type
FNA II 6 x 25
FNA II 6 x 30
FNA II 6 x 25 M6
FNA II 6 x 30 M6
FNA II 6 x 30 M8
FNA II 6 x 25 OE
Cracked or Non-cracked concrete
Permissible load
Min.
Min.
spacing
edge distance
Fperm3)
smin2)
cmin2)
Effective
anchorage depth
hef
Min.
member thickness
hmin
Maximum
torque moment
Tinst,max
[mm]
[mm]
[Nm]
[kN]
[mm]
[mm]
25
30
25
30
30
25
80
80
80
80
80
80
4,0
4,0
4,0
-
1,4
2,4
1,4
2,4
2,4
0,7
100
100
100
100
100
100
50
50
50
50
50
50
LOADS
Nail anchor FNA II A4 / FNA II C
Highest permissible loads1) for a single anchor for multiple use for non-structural applications in concrete C20/25 up to C50/604).
For the design the complete approval ETA - 06/0175 has to be considered.
Type
FNA II 6 x 30 A4 / C
FNA II 6 x 30 M6 A4 / C
Min.
member thickness
hmin
Maximum
torque moment
Tinst,max
[mm]
[mm]
[Nm]
[kN]
[mm]
[mm]
30
30
80
80
4,0
2,4
2,4
100
100
50
50
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load. The
combination of the given min. spacing and min. edge distance is not possible. One of them has
to be increased according approval.
1)
34
Cracked or Non-cracked concrete
Permissible load
Min.
Min.
spacing
edge distance
Fperm3)
smin2)
cmin2)
Effective
anchorage depth
hef
Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile
loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor
groups) see approval.
4)
Loads for concrete strength class C12/15 see approval.
3)
TA M BP Heavy-duty security anchor
BUILDING MATERIALS
Approved for:
▪▪ Concrete C20/25 to C50/60, noncracked
Also suitable for:
▪▪ Concrete C12/15
▪▪ Natural stone with dense structure
APPLICATIONS
Collision protection
FUNCTIONING
▪▪ The TA M is suitable for push-through
installation.
▪▪ When applying the torque, the cone is
pulled into the expansion sleeve and
expands it against the drill hole wall.
▪▪ The hexagonal head of the TA M BP is
tightened until it breaks off.
▪▪ Steel constructions
▪▪ Hand-rails
▪▪ Consoles
▪▪ Ladders
▪▪ Cable conduits
▪▪ Machines
▪▪ Staircases
▪▪ Gates
▪▪ Façades
ADVANTAGES
VERSIONS
▪▪ The optimised geometry minimises setting energy and enables the anchor to be
used in extremely narrow spaces. The TA M BP version of the TA M anchor has a
twist-off head which prevents the dismantling of the fixture. Ideal for use as an
anti-theft deterrent and break-in protection.
▪▪ zinc-plated steel
High performance steel anchors
The installation-friendly push-through anchor for fixings in
non-cracked concrete
2
INSTALLATION
TECHNICAL DATA
Item
TA M8 BP
Heavy-duty anchor TA M BP
with twist-off head
zinc-plated
steel
Drill hole
diameter
do
Min. drill-hole depth for
through fixings
h2
Anchor
length
l
Max. fixture
thickness
t fix
Art.-No.
gvz
[mm]
[mm]
[mm]
[mm]
12
95
84
25
090265
Thread
M
Width
across nut
 SW
Sales
unit
[mm]
[pcs]
13
50
M8
LOADS
Heavy-duty anchor TA M BP
Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 04/0003 has to be considered.
Type
TA M6 BP
1)
Effective
Min.
anchorage depth substrate thickness
Installation
torque
Permissible
tensile load
Non-cracked concrete
Permissible
Min.
shear load
spacing
Min.
edge distance
hef
[mm]
hmin
[mm]
Tinst
[Nm]
Nperm3)
[kN]
Vperm3)
[kN]
smin2)
[mm]
cmin2)
[mm]
40
100
10,0
3,6
3,3
80
50
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
2)
3)
35
FA Through bolt
High performance steel anchors
The cost-effective demountable through bolt.
2
Guard rail
Stadium seating
VERSIONS
▪▪ zinc-plated steel
ADVANTAGES
BUILDING MATERIALS
FUNCTIONING
▪▪ The FA bolt can be demounted after
installation, leaving a flush surface.
▪▪ The red collar prevents the anchor
rotating in the hole during installation.
Also suitable for:
▪▪ Concrete ≥ B15
▪▪ Natural stone with dense structure
▪▪ The FA is for push-through installation.
▪▪ When the hexagonal bolt is tightened,
the tapered cone is pulled into the
expansion sleeve and expands it
against the hole wall.
INSTALLATION
TECHNICAL DATA
drill
Ø
Art.-No.
do
[mm]
min. drill-hole
depth for
through fixings
td
[mm]
FA 8/15 (8x70)
FA 8/25 (8 x 85)
FA 10/15 (10 x 85)
500511
500512
500515
8
8
10
75
90
90
50
50
60
65
80
75
FA 10/50 (10 x 120)
500516
10
120
60
110
50
20
17
25
FA 12/15 (12 x 100)
500522
12
100
70
85
15
35
19
20
FA 12/50 (12 x 135)
FA 14/20 (14 x 115)
FA 14/50 (14 x 145)
500523
500526
500527
12
14
14
135
115
145
70
80
80
120
100
130
50
20
50
35
50
50
19
22
22
20
10
20
Type
min.
anchorage
depth
hv
[mm]
anchor
length
torque
width
across nut
l
[mm]
max.
fxing
thickness
da
[mm]
Scale units
Md
SW
[mm]
[pcs]
15
25
15
10
10
20
13
13
17
25
25
25
LOADS
Ultimate loads Fu, m [kN] (mean values) and recommended loads Frec [kN] for single anchors of through bolt FA in non-cracked concrete.
Anchor type/thread
Fu, m C20/25
Frec C20/25
Axial spacing
Edgae distance
Min. component thickness
36
C20/25
C20/25
[mm]
[mm]
[mm]
FA8
12.8
2.5
160
80
150
FA10
15.4
3.5
240
100
150
FA12
20.3
4.5
260
130
200
FA14
25.4
6.0
400
150
200
FSA Sleeve anchor
The push-through anchor for fixings in non-cracked concrete
Waste bins
VERSIONS
FUNCTIONING
▪▪ zinc-plated steel
▪▪ The FSA is suitable for push-through
installation.
▪▪ When applying the torque, the cone is
pulled into the expansion sleeve and
expands it against the drill hole wall.
▪▪ The half-moon shaped recesses act
as a crumple zone to take the torque
slippage, so that the attachment is
pulled onto the anchor base.
BUILDING MATERIALS
Suitable for:
▪▪ Concrete C12/15 to C20/25
non-cracked
▪▪ Natural stone with dense structure
ADVANTAGES
APPLICATIONS
▪▪ The optimised geometry minimises
setting energy and enables the use in
extremely narrow spaces. This allows
for user-friendly installation.
▪▪ The anchor design makes it possible to
use different head shapes for flexible
anchor solutions: Hexagon head (type
S), bolt version with nut and washer
(type B).
▪▪ The detachable screw allows for
surface flush removal.
▪▪ Hand-rails
▪▪ Consoles
▪▪ Ladders
▪▪ Cable conduits
▪▪ Gates
▪▪ Façades
High performance steel anchors
Bicycle racks
2
▪▪ Temporary
or structural
fixings
INSTALLATION
TECHNICAL DATA
Sleeve anchor FSA-S
zinc-plated
steel
Item
FSA 8/15 S (8x65)
FSA 8/40 S (8x70)
FSA 8/65 S (8x115)
FSA 10/10 S (10x65)
FSA 10/35 S (10x90)
FSA 10/60 S (10x115)
FSA 12/10 S (12x75)
FSA 12/25 S (12x90)
FSA 12/50 S (12x115)
Art.-No.
gvz
068520
068521
068522
068523
068524
068525
068526
068527
068528
Drill hole
diameter
Max. fixture
thickness
Anchor length
Thread
Width across nut
Sales unit
do
[mm]
Min. drill-hole
depth for through
fixings
h2
[mm]
t fix
[mm]
l
[mm]
M
 SW
[mm]
[pcs]
8
8
8
10
10
10
12
12
12
65
90
115
65
90
115
75
90
115
15
40
65
10
35
60
10
25
50
64
89
114
65
90
115
76
91
116
M6
M6
M6
M8
M8
M8
M 10
M 10
M 10
10
10
10
13
13
13
17
17
17
50
50
50
20
20
20
20
20
20
37
FSA Sleeve anchor
High performance steel anchors
TECHNICAL DATA
Sleeve anchor FSA-B
Item
zinc-plated Drill hole diameter Min. drill-hole
steel
depth for through
fixings
h2
do
Art.-No.
[mm]
[mm]
gvz
FSA 8/15 B
FSA 8/40 B
FSA 8/65 B
FSA 10/10 B
FSA 10/35 B
FSA 10/60 B
FSA 12/10 B
FSA 12/25 B
FSA 12/50 B
FSA 12/75 B
068500
068501
068502
068503
068504
068505
068506
068507
068508
068509
8
8
8
10
10
10
12
12
12
12
Max. fixture
thickness
Anchor length
Thread
Width across nut
Sales unit
t fix
[mm]
l
[mm]
M
 SW
[mm]
[pcs]
15
40
65
10
35
60
10
25
50
75
65
90
115
69
94
119
81
96
121
146
M6
M6
M6
M8
M8
M8
M 10
M 10
M 10
M 10
10
10
10
13
13
13
17
17
17
17
50
50
50
20
20
20
20
20
20
20
65
90
115
65
90
115
75
90
115
140
LOADS
Sleeve anchor FSA-B
Highest recommended loads2) for a single anchor in concrete C20/25.
2
Type
FSA 8
FSA 10
FSA 12
1)
2)
Effective
Min.
anchorage depth member thickness
hef
hmin
Installation
torque
Tinst
Recommended
tensile load
Nrec3)
Non-cracked concrete
Recommended
Min.
shear load
spacing
Vrec3)
smin 2)
Min.
edge distance
cmin 2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
35
40
50
70
80
100
8,0
25,0
40,0
2,0
3,5
5,0
3,4
6,3
9,9
70
80
100
50
60
75
Required safety factors are considered.
Minimum possible axial spacings resp. edge distance while reducing the recommended load.
3)
For combinations of tensile loads and shear loads the given loads have to be reduced.
TECHNICAL DATA
Sleeve anchor FSA-GB
Items to order only
FSA GB 6/5 (6x25)
FSA GB 6/8 (6x35)
FSA GB 6/25 (6x56)
FSA GB 8/8 (8x40)
FSA GB 8/30 (8x65)
FSA GB 8/55 (8x85)
FSA GB 10/10 (10x50)
FSA GB 10/35 (10x70)
FSA GB 10/60 (10x97)
FSA GB 12/12 (12x60)
FSA GB 12/20 (12x75)
FSA GB 12/50 (12x99)
FSA GB 12/75 (12x129)
FSA GB 16/12 (16x65)
FSA GB 16/50 (16x111)
FSA GB 16/80 (16x147)
FSA GB 20/20 (20x82)
FSA GB 20/95 (20x151)
38
zinc-plated
steel
Drill hole
diameter
Min. drill-hole depth for
through fixings
Max. fixture
thickness
Anchor
length
Thread
do
h2
Art.-No
gvz
[mm]
[mm]
t fix
l
M
[mm]
[mm]
42672
42661
42662
42663
42655
42664
42665
42656
42657
42666
42658
42659
42667
42668
42660
42669
42670
42671
6
6
6
8
8
8
10
10
10
12
12
12
12
16
16
16
20
20
20
20
20
25
25
25
30
30
30
40
40
40
40
40
40
40
50
50
5
8
25
8
30
55
10
35
60
12
20
50
75
12
50
80
20
95
25
35
56
40
65
85
50
70
100
60
75
100
130
65
110
150
80
150
Width across
nut
 SW
[mm]
M 4.5
M 4.5
M 4.5
M6
M6
M6
M8
M8
M8
M 10
M 10
M 10
M 10
M 12
M 12
M 12
M 16
M 16
Sales unit
[pcs]
100
100
100
100
100
25
25
25
25
25
25
20
20
20
10
10
10
5
FSA Sleeve anchor
TECHNICAL DATA
zinc-plated
steel
Art.-No
gvz
FSA GB 8/10 A2 (8x45)
FSA GB 8/25 A2 (8x65)
FSA GB 10/5 A2 (10x50)
FSA GB 10/25 A2 (10x70)
FSA GB 10/55 A2 (10x100)
FSA GB 10/75 A2 (10x120)
FSA GB 12/10 A2 (12x60)
FSA GB 12/25 A2 (12/80)
FSA GB 12/45 A2 (12x100)
FSA GB 12/65 A2 (12x120)
42574
42575
42576
42577
42578
42579
42580
42581
42582
42583
Drill hole Min. drill-hole depth for Max. fixture
diameter
through fixings
thickness
do
h2
t fix
[mm]
[mm]
[mm]
8
8
10
10
10
10
12
12
12
12
25
30
30
35
35
35
35
40
40
40
10
25
5
25
55
75
10
25
45
65
Anchor
length
l
[mm]
Thread
45
65
50
70
100
120
60
80
100
120
M6
M6
M8
M8
M8
M8
M 12
M 12
M 12
M 12
M
Width across
nut
 SW
[mm]
Sales unit
[pcs]
100
50
50
50
25
25
25
25
20
20
High performance steel anchors
Sleeve anchor FSA-GB A2
2
39
High performance steel anchors
FWB Wallbolt
The traditional shield anchor widely used in non-cracked
concrete
Metal construction
VERSIONS
FUNCTIONING
▪▪ zinc-plated steel for indoor use
▪▪ The FSA is for pre-positioned, flush
fixing.
▪▪ For push-through installation.
▪▪ When applying the torque, the cone is
pulled into the expansion sleeve and
expands it against the drill hole wall.
▪▪ The half-moon shaped recesses act
as a crumple zone to take the torque
slippage, so that the attachment is
pulled onto the anchor base.
BUILDING MATERIALS
Suitable for:
▪▪ Non-cracked Concrete > C12/15
▪▪ Dense natural stone
▪▪ Dense solid stone
▪▪ Good quality masonry
2
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪▪ The segmented steel expansion shield
is pre-assembled ready for use.
▪▪ Versatile: The internal metric thread
makes this wallbolt suitable for a
number of different head types.
▪▪ The three piece shield distributes and
even load when installed.
▪▪ Surface flush which allows the fixture
to be removed.
▪▪ Traditional design widely accepted by
end users.
▪▪ Hand-rails
▪▪ Ventilation ducts
▪▪ Pipework
▪▪ Suspended ceilings
▪▪ Metal construction
▪▪ Metal profiles
Also suitable for temporary fixings
such as wall shuttering
▪▪ For pre-positioned and flush fixings.
▪▪ The wallbolt works by torque controlled,
friction locking expansion.
▪▪ When the screw or hex. nut is
tightened the cone is pulled up into
the expansion shield and pushes the
segments against the drill hole wall.
▪▪ For best results ensure the drill hole is
dust free.
INSTALLATION
40
Ventilation ducts
FWB Wallbolt
TECHNICAL DATA
zinc-plated
steel
Item
Art.-No.
Shield only
FWB M6 S
FWB M8 S
FWB M10 S
FWB M12 S
FWB M16 S
FWB M20 S
044963
044964
044965
044966
044967
044970
Drill hole
dia.
Thread
Total
length
Min.
anchorage
depth
hef
> [mm]
Min. bolt
penetration
Installation
torque
Sales
unit
h2
[mm]
Min.
drill-hole
depth
h1
> [mm]
do
[mm]
d1M
[mm]
> [mm]
e2
Tinst
[Nm]
[pcs]
12
14
16
20
25
32
6
8
10
12
16
20
45
50
60
75
115
130
50
60
70
85
130
150
35
40
50
60
95
110
40
45
55
70
105
120
10
25
40
75
180
220
25
25
25
25
10
10
screw dia.
X
length
Installation
torque
Sales
unit
[pcs]
TECHNICAL DATA
FWB L Loosebolt with
hex head screw
zinc-plated
steel
Item
Art.-No.
Shield only
FWB M6 x 55L
FWB M6 x 70L
FWB M6 x 85L
FWB M8 x 65L
FWB M8 x 80L
FWB M8 x 95L
FWB M10 x 75L
FWB M10 x 90L
FWB M10 x 115L
FWB M10 x 140L
FWB M12 x 90L
FWB M12 x 105L
FWB M12 x 120L
FWB M12 x 140L
FWB M16 x 135L
FWB M16 x 150L
FWB M16 x 180L
FWB M20 x 195L
044976
044977
044978
044979
044990
044991
044992
044993
044994
044995
044996
044997
044998
044999
045079
045099
045108
045109
Drill hole
dia.
Thread
Total
length
do
[mm]
d1M
[mm]
12
12
12
14
14
14
16
16
16
16
20
20
20
20
25
25
25
32
6
6
6
8
8
8
10
10
10
10
12
12
12
12
16
16
16
20
High performance steel anchors
FWB shield
2
Min.
anchorage
depth
hef
> [mm]
Max.
fixing
thickness
tfix
> [mm]
Min. bolt
penetration
h2
[mm]
Min.
drill-hole
depth
h1
> [mm]
> [mm]
[mm]
Tinst
[Nm]
45
45
45
50
50
50
60
60
60
60
75
75
75
75
115
115
115
130
50
50
50
60
60
60
70
70
70
70
85
85
85
85
125
125
125
130
35
35
35
40
40
40
50
50
50
50
60
60
60
60
95
95
95
110
10
25
40
10
25
40
10
25
50
75
10
25
40
60
15
30
60
60
40
40
40
45
45
45
55
55
55
55
70
70
70
70
95
95
95
110
M6 x 55
M6 x 70
M6 x 85
M8 x 65
M8 x 80
M8 x 95
M10 x 75
M10 x 90
M10 x 115
M10 x 140
M12 x 90
M12 x 105
M12 x 120
M12 x 140
M16 x 135
M16 x 150
M16 x 180
M20 x 195
10
10
10
25
25
25
40
40
40
40
75
75
75
75
180
180
180
220
e2
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
41
FWB Wallbolt
High performance steel anchors
TECHNICAL DATA
2
FWB P Projecting bolt
(threaded rod, washer & nut)
zinc-plated
steel
Item
Art.-No.
Shield only
FWB M6 x 65P
FWB M6 x 80P
FWB M6 x 115P
FWB M8 x 75P
FWB M8 x 90P
FWB M8 x 125P
FWB M10 x 90P
FWB M10 x 105P
FWB M10 x 135P
FWB M10 x 110P
FWB M12 x 125P
FWB M12 x 170P
FWB M20 x 185P
044976
044977
044978
044979
044990
044991
044992
044993
044994
044995
044996
044997
044998
Drill hole
dia.
Thread
Total
length
Min.
anchorage
depth
hef
> [mm]
Max.
fixing
thickness
tfix
> [mm]
Min. bolt
penetration
h2
[mm]
Min.
drill-hole
depth
h1
> [mm]
do
[mm]
d1M
[mm]
> [mm]
12
12
12
14
14
14
16
16
16
16
20
20
20
6
6
6
8
8
8
10
10
10
10
12
12
12
Installation
torque
Sales
unit
[mm]
Tinst
[Nm]
[pcs]
45
45
45
50
50
50
60
60
60
60
75
75
75
50
50
50
60
60
60
70
70
70
70
85
85
85
35
35
35
40
40
40
50
50
50
50
60
60
60
10
25
40
10
25
40
10
25
50
75
10
25
40
40
40
40
45
45
45
55
55
55
55
70
70
70
M6 x 55
M6 x 70
M6 x 85
M8 x 65
M8 x 80
M8 x 95
M10 x 75
M10 x 90
M10 x 115
M10 x 140
M12 x 90
M12 x 105
M12 x 120
10
10
10
25
25
25
40
40
40
40
75
75
75
25
25
25
25
25
25
25
25
25
25
25
25
25
Min.
anchorage
depth
hef
> [mm]
Max.
fixing
thickness
tfix
> [mm]
Min. bolt
penetration
screw dia.
X
length
Installation
torque
Sales
unit
> [mm]
[mm]
Tinst
[Nm]
[pcs]
e2
screw dia.
X
length
TECHNICAL DATA
FWB E Eye bolt
zinc-plated
steel
Item
Art.-No.
Shield only
FWB M6 x 73E
FWB M8 x 87E
FWB M10 x 108E
FWB M12 x 130E
045270
045290
045402
045419
Drill hole
dia.
Thread
Total
length
do
[mm]
d1M
[mm]
h2
[mm]
Min.
drill-hole
depth
h1
> [mm]
12
14
16
20
6
8
10
12
45
50
50
75
50
60
70
85
35
40
50
60
-
40
45
55
70
M6 x 73
M8 x 87
M10 x 108
M12 x 130
10
25
40
75
25
25
25
25
Min.
anchorage
depth
hef
> [mm]
Max.
fixing
thickness
tfix
> [mm]
Min. bolt
penetration
screw dia.
X
length
Installation
torque
Sales
unit
> [mm]
[mm]
Tinst
[Nm]
[pcs]
35
40
50
-
40
45
55
M6 x 83
M8 x 98
M10 x 120
10
25
40
25
25
25
e2
TECHNICAL DATA
FWB H Hook bolt
zinc-plated
steel
Item
Art.-No.
Shield only
FWB M6 x 73H
045533
FWB M8 x 87H
045534
FWB M10 x 108H 045535
42
Drill hole
dia.
Thread
Total
length
do
[mm]
d1M
[mm]
h2
[mm]
Min.
drill-hole
depth
h1
> [mm]
12
14
16
6
8
10
45
50
50
50
60
70
e2
FWB Wallbolt
LOADS
FWB 6S
gvz
FWB 8S
gvz
FWB 10S
gvz
FWB 12S
gvz
Effective anchorage depth
hef
[mm]
35
40
50
60
Recommeneded tension loads Nrec of single anchors without edge spacing influence
[mm]
1.5
2.0
4.0
6.0
In non-cracked concrete C20/25
Nrec
Recommeneded Shear loads Vrec of single anchors without edge spacing influence
[kN]
1.5
2.0
4.0
6.0
In non-cracked concrete C20/25
Vrec
Components dimensions and insulation parameters
[kN]
55
60
75
90
Minimum edge distance
cmin
[mm]
110
120
150
180
Minimum spacing
smin
[mm]
100
100
100
120
Minimum structural component thickness
hmin
[mm]
12
14
16
20
Nominal drill hole diameter
de
[mm]
50
60
70
85
Drill hole depth
h1 $
[mm]
7
9
12
14
Clearance-hole in the fixture to be attached
d1 $
[Nm]
10
25
40
75
Installation torque
T1 $
All values apply for non-cracked concrete C20/25 with normal reinforcement or not reinforced without edge or spacing influences.
Recommended loads: material safety factor γM and safety factor for load γL =1.4 are included.
FWB 16S
gvz
FWB 20S
gvz
95
110
8.0
8.0
8.0
8.0
145
290
190
25
130
18
180
165
330
220
32
150
22
220
High performance steel anchors
Anchor type
Steel
2
43
FDBB Fixing set for diamond drills
High performance steel anchors
The reusable fixing system for diamond drills and saws
Diamond drills
Detail: Diamond drills
APPLICATIONS
VERSIONS
FUNCTIONING
▪▪ Diamond and core drilling devices
▪▪ Diamond saws
▪▪ zinc-plated steel
▪▪ The FDBB is suitable for pre-positioned
and push-through installation.
▪▪ An expansion element must be added
to the spindle bolt before installation.
▪▪ Use a hammer to drive the FDBB
through the base plate of the drilling
device into the drill hole.
▪▪ When the nut is tightened, the cone
bolt is pulled into the expansion clip
and expands it against the drill hole
wall.
▪▪ The expansion element remains in the
drill hole when dismantling the spindle
bolt. The spindle bolt is once again
completed with an expansion element
and can be reused.
BUILDING MATERIALS
Suitable for:
▪▪ Concrete C12/15 to C50/60, noncracked
▪▪ Natural stone with dense structure
ADVANTAGES
▪▪ The detachable screw connection between the expansion element and spindle
enables simple dismantling and ensures that the spindle bolt can be reused.
▪▪ The robust, reusable spindle bolt guarantees a long life span.
▪▪ The active principle of the anchor bolt enables an active controlled expansion, thus
offering a high level of safety.
▪▪ The large steel cross-section provides high shear load-bearing capability and, as such,
high security for the jerky stoppage of the drill bit.
2
INSTALLATION
TECHNICAL DATA
Expansion element FDBB SE
Fixing set for diamond drills FDBB
Item
zinc-plated
steel
Drill hole
diameter
Usable
length
Min. drill-hole Width across nut
depth for through
fixings
h2
 SW
Length
do
tfix
Art.-No.
gvz
[mm]
[mm]
[mm]
[mm]
[mm]
Contents
Sales unit
l
FDBB 16/50 Set
090680
16
50
135
27
200
FDBB 16 SE
090681
16
—
—
—
—
[pcs]
1 expansion element 16 SE,
1 spindle bolt 16/50/160,
1 washer, 1 nut
Expansion element
1
25
LOADS
Fixing set for diamond drills FDBB
Highest recommended loads1) for a single anchor in non-cracked concrete.
C20/25
Type
Recommended
tensile load
Nrec
Recommended
shear load
Vrec2)
Recommended
tensile load
Nrec
Recommended
shear load
Vrec2)
[Nm]
98,0
[kN]
12,0
[kN]
13,3
[kN]
9,0
[kN]
13,3
FDBB
1)
44
C12/15
Recommended
bending moment
Mrec
Required safety factors are considered.
2)
Steel failure value.
FHY Hollow ceiling anchor
Air conditioning units in pre-stressed hollowcore concrete slabs
Cable trays in pre-stressed hollow-core concrete
slabs
VERSIONS
APPROVALS
▪▪ zinc-plated steel
▪▪ stainless steel
BUILDING MATERIALS
Approved for:
▪▪ Pre-stressed hollow-core concrete
slabs ≥ C45/55
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪▪ The active principle of the anchor
means that the FHY can be used in
cavities or in solid materials up to 5 cm
from the tensioning wire. This ensures
the highest flexibility and user-friendly
installation.
▪▪ The embossed edge prevents the
anchor sleeve from slipping in the
cavity, thus allowing for trouble-free
installation.
▪▪ The optimised geometry minimises
setting energy and allows for use in
extremely narrow spaces. This allows
for user-friendly installation.
▪▪ The metric internal thread means that
it is possible to use standard screws or
threaded rods for the ideal adaptation
to suit the intended use.
▪▪ Pipes
▪▪ Cable conduits
▪▪ Ventilation systems
▪▪ Sprinkler systems
▪▪ Suspended ceilings
▪▪ Consoles
▪▪ Steel constructions
▪▪ Wood constructions
▪▪ The FHY is suitable for pre-positioned
installation.
▪▪ Put the FHY hollow-ceiling anchor in
the drill hole and drive in flush to the
surface of the anchor base using the
hammer.
▪▪ The FHY pre-positioned anchor
must be able to be supported on the
attachment for expansion.
▪▪ When applying the torque, the cone is
pulled into the expansion sleeve and
expands it into the cavity or expands
it in the solid material against the drill
hole wall.
▪▪ Screw length ls =▪
Minimum screw-in depth e2▪
+ Thickness of fixture tfix▪
+ Thickness of washer▪
(with threaded rod: + height of nut)
High performance steel anchors
The installation-friendly internally threaded anchor for fixings
in pre-stressed hollow-core concrete slabs
2
INSTALLATION
45
FHY Hollow ceiling anchor
2
Hollow-ceiling anchor FHY, zinc-plated steel
Items to order only
Item
FHY M 6
FHY M 6
FHY M 8
FHY M 8
FHY M10
FHY M10
Drill hole
diameter
Anchor
length
Thread
do
l
M
[mm]
[mm]
zinc-plated
steel
stainless
steel
Art.-No.
gvz
Art.-No.
A4
DIBt
030138
—
030146
—
030148
—
—
030139
—
030147
—
030151
▯
—
▯
—
▯
—
10
10
12
12
16
16
37
37
43
43
52
52
Approval
High performance steel anchors
TECHNICAL DATA
M6
M6
M8
M8
M 10
M 10
Min. drill
hole depth
Min. bolt
penetration
Sales
unit
h1
lE,min
[mm]
[mm]
[pcs]
50
50
60
60
65
65
37
37
43
43
52
52
50
50
25
25
20
20
LOADS
Hollow-ceiling anchor FHY (screw with grade 5.8)
Highest permissible loads1) for a single anchor in pre-stressed hollow-core concrete slabs of strength class ≥ B55 resp. C45/55.
For the design the complete approval Z-21.1-1711 has to be considered.
Type
FHY M6
FHY M8
FHY M10
1)
2)
Pre-stressed hollow-core concrete slabs
Permissible load
Min. spacing
Min. edge distance
Web thickness
Min. anchorage depth
Torque moment
du
hef
Tinst
Fperm3)
smin2)
cmin2)
[mm]
[mm]
[Nm]
[kN]
[mm]
[mm]
25 - 29
30 - 39
≥40
25 - 29
30 - 39
≥40
30 - 39
≥40
30
30
30
35
35
35
40
40
10,0
10,0
10,0
10,0
10,0
10,0
20,0
20,0
0,7
0,9
2,0
0,7
0,9
2,0
1,2
3,0
70
80
100
70
80
100
80
100
100
100
100
100
100
100
100
100
The required safety factors as regulated in the approval are considered.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3)
Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile
loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor
groups) see approval.
LOADS
Hollow-ceiling anchor FHY A4 (screw with grade A4-70)
Highest recommended loads1) for a single anchor in pre-stressed hollow-core concrete slabs of strength class ≥ B55 resp. C45/55.
Type
FHY M6 A4
FHY M8 A4
FHY M10 A4
1)
2)
46
Pre-stressed hollow-core concrete slabs
Recommended load
Min. spacing
Min. edge distance
Web thickness
Min. anchorage depth
Torque moment
du
hef
Tinst
Frec3)
smin2)
cmin2)
[mm]
[mm]
[Nm]
[kN]
[mm]
[mm]
25 - 29
30 - 39
≥40
25 - 29
30 - 39
≥40
30 - 39
≥40
30
30
30
35
35
35
40
40
10,0
10,0
10,0
10,0
10,0
10,0
20,0
20,0
0,7
0,9
2,0
0,7
0,9
2,0
1,2
3,0
70
80
100
70
80
100
80
100
100
100
100
100
100
100
100
100
Required safety factors are considered.
Minimum possible axial spacings resp. edge distance while reducing the recommended load.
3)
Valid for tensile load, shear load and oblique load under any angle.
Decisive factors
Technical disclaimer / Decisive factors
This document is a factual record of anchor performance obtained under specific
conditions and does not constitute an endorsement of the suitability of the product for
any specific application. This responsibility remains with the customer.
The data given shall be used as a guide for assessment or anchor suitability. Even when
our advise is given in good faith it cannot be binding for this reason and we cannot accept
any liability for any anchor failure due to the wrong design, misuse or wrong installation.
For safety critical applications only anchors with an ETA or Zulassung German Approval
shall be used.
For further product information please contact the fischer Technical Department:
Phone: 01491 827 920
E-mail: technical@fischer.co.uk
fischer fixings (UK) Ltd.
Whitely Road, Wallingford, Oxon, OX10 9AT.
We cannot be responsible for any errors, and we reserve the right to make technical and
range modifications without notice.
No liability is accepted for printing errors and omissions.
High performance steel anchors
Due to the complexity of building materials, tools, fixing elements and installation
techniques a comprehensive recommendation depends on full and detailed
understanding of specific site conditions.
2
General Notice
The information in this brochure is intended for general guidance only and is given
without engagement. Additional information and advice on specific applications is
available from our Technical Support Team. For this however, we require a precise
description of your particular application.
All the data in this brochure concerning work with our fixings must be adapted to
suit local conditions and the type of materials in use.
If no detailed performance specifications are given for certain articles and types,
please contact our Technical Service Department for advice.
Phone: 01491 827 920
E-mail: technical@fischer.co.uk
47
Contacts
fischer fixings UK Ltd.
Whitely Road
Oxon OX10 9AT Wallingford
Great Britain
Phone (0044) 1491 827900
Fax (0044) 1491 827953
E-mail info@fischer.co.uk
www.fischer.co.uk
Technical Service
If you need any assistance, simply contact your local fischer
representative. For more specialised application problems
please contact our Technical Services Team.
Your dealer:
fischer fixings UK Ltd. Wallingford, Oxon, OX10 9AT.
Phone e-mail: 01491 827 920
technical@fischer.co.uk
Technical Training
We also offer training seminars
suited to your individual needs and
requirements.
Please call the number above to find
out more
www.fischer.co.uk
48
High performance steel anchors / 2 of 12 product sections / 01/2013 · (V1) · Printed in the UK
01/2013