http://www.fischer.de/en/ - 05/01/2014 High performance anchor FH II-S K03 - Steel - cracked concrete 1 The push-through anchor for fixings with sophisticated design in cracked concrete VERSIONS zinc-plated steel ▪ stainless steel ▪ BUILDING MATERIALS Approved for: Concrete C20/25 to C50/60, cracked ▪ Concrete C20/25 to C50/60, non- cracked ▪ Also suitable for: Concrete C12/15 ▪ Natural stone with dense structure ▪ APPROVALS ADVANTAGES The anchor construction allows for wide-ranging head shapes for fixing points with sophisticated design. ▪ The ideal interaction of screw shank and sleeve allows for a high shear load. Thus fewer fixing points are required. ▪ The international approvals guarantees maximum safety and the best performance. These approvals even cover use in earthquake zones (seismic). ▪ The optimised geometry reduces the energy required for installation. ▪ APPLICATIONS Guard rails ▪ Staircases ▪ Consoles ▪ Steel constructions ▪ Ladders ▪ Cable conduits ▪ Machines ▪ Gates ▪ Façades ▪ Gratings ▪ 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: ▪
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http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-S
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
1
The push-through anchor for fixings with sophisticated design
in cracked concrete
VERSIONS
zinc-plated steel▪stainless steel▪
BUILDING MATERIALS
Approved for:Concrete C20/25 to C50/60,cracked
▪
Concrete C20/25 to C50/60, non-cracked
▪
Also suitable for:Concrete C12/15▪Natural stone with dense structure▪
APPROVALS
ADVANTAGES
The anchor construction allows forwide-ranging head shapes for fixingpoints with sophisticated design.
▪
The ideal interaction of screw shankand sleeve allows for a high shearload. Thus fewer fixing points arerequired.
▪
The international approvalsguarantees maximum safety and thebest performance. These approvalseven cover use in earthquake zones(seismic).
▪
The optimised geometry reduces theenergy required for installation.
▪
APPLICATIONS
Guard rails▪Staircases▪Consoles▪Steel constructions▪Ladders▪Cable conduits▪Machines▪Gates▪Façades▪Gratings▪
FUNCTIONING
The FH II is suitable for push-throughinstallation.
▪
When applying the torque, the coneis pulled into the expansion sleeveand expands it against the drill holewall.
▪
The black plastic ring preventsrotation when tightening the anchor,and acts as a crumple zone to takethe torque slippage so that thefixture is pulled onto the anchorbase.
▪
Available head shapes for flexibledesign solutions:
▪
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-S
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
2
galvanized
A4
TECHNICAL DATA
High performance anchor FH II-S
Appr
oval Drill hole
diameterAnchor length Max. fixture
thicknessFixture thickness
do l t fix t fix
Article name Art.-No. [mm] [mm] [mm] [mm]FH II 10/10 S 503133 ■ 10 70 10FH II 10/25 S 503134 ■ 10 85 25FH II 10/50 S 503135 ■ 10 110 50FH II 12/10 S 044884 ■ 12 90 10FH II 12/25 S 044885 ■ 12 105 25FH II 12/50 S 044886 ■ 12 130 50FH II 15/10 S 044887 ■ 15 106 10FH II 15/25 S 044888 ■ 15 121 25FH II 15/50 S 044889 ■ 15 146 50FH II 18/10 S 046847 ■ 18 118 10FH II 18/25 S 044894 ■ 18 132 25FH II 18/50 S 044896 ■ 18 157 50FH II 24/25 S 044898 ■ 24 160 25FH II 24/50 S 044900 ■ 24 185 50FH II 28/30 S 044901 ■ 28 192 30FH II 28/60 S 044902 ■ 28 222 60FH II 32/30 S 044903 ■ 32 215 30FH II 32/60 S 044904 ■ 32 245 60
Appr
oval Drill hole
diameterAnchor length Max. fixture
thicknessFixture thickness
do l t fix t fix
Article name Art.-No. [mm] [mm] [mm] [mm]510923 ■ 10 69 10510924 ■ 10 84 25510925 ■ 12 90 10
FH II 12/25 S A4 510926 ■ 12 105 25FH II 15/10 S A4 510927 ■ 15 107 10FH II 15/25 S A4 510928 ■ 15 122 25FH II 18/25 S A4 510929 ■ 18 133 25FH II 24/25 S A4 502711 ■ 24 160 25
165
3
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 10 S 40 80 10,0 3,6 4,3 40 40 6,1 6,1 40 40FH II 12 S 60 120 22,5 5,7 15,9 50 50 11,2 18,9 60 60FH II 15 S 70 140 40,0 7,6 20,1 60 60 14,1 28,2 70 70FH II 18 S 80 160 80,0 11,9 24,5 70 70 17,2 34,4 80 80FH II 24 S 100 200 160,0 17,1 34,3 80 80 24,0 48,1 100 100FH II 28 S 125 250 180,0 24,0 47,9 100 100 33,6 67,2 120 120FH II 32 S 150 300 200,0 31,5 63,0 120 120 44,2 88,4 160 180
High performance anchor FH II - SHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 10 SK 40 80 10,0 3,6 4,3 40 40 6,1 6,1 40 40FH II 12 SK 60 120 22,5 5,7 15,9 50 50 11,2 18,9 60 60FH II 15 SK 70 140 40,0 7,6 20,1 60 60 14,1 28,2 70 70FH II 18 SK 80 160 80,0 11,9 24,5 70 70 17,2 34,4 80 80
High performance anchor FH II - SKHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min. edge distance
hef hmin Tinst Nperm3) Vperm
3) smin2) cmin
2) Nperm3) Vperm
3) smin2) cmin
2)
[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
High performance anchor FH II - HHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Hig
h p
erf
orm
ance
ste
el a
nch
ors
High performance anchor FH II
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-S
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
3
166
3
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min. edge distance
hef hmin Tinst Nperm3) Vperm
3) smin2) cmin
2) Nperm3) Vperm
3) smin2) cmin
2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [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
High performance anchor FH II - BHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min. member
thickness
Installation torque
permissible tensile
load
permissible shearload
min.spacing
min.edge
distance
permissible tensile
load
permissible shearload
min.spacing
min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 10 S A4 40 80 15,0 3,6 4,3 40 40 6,1 6,1 40 40FH II 12 S A4 60 120 25,0 5,7 15,9 50 50 9,5 16,0 60 60FH II 15 S A4 70 140 40,0 7,6 20,1 60 60 14,1 24,6 70 70FH II 18 S A4 80 160 100,0 11,9 24,5 70 70 17,2 34,4 80 80FH II 24 S A4 100 200 160,0 17,1 34,3 80 80 24,0 48,1 100 100
High performance anchor FH II - S A4Highest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min. member
thickness
Installation torque
permissible tensile
load
permissible shearload
min.spacing
min.edge
distance
permissible tensile
load
permissible shearload
min.spacing
min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 12 SK A4 60 120 25,0 5,7 15,9 50 50 9,5 16,0 60 60FH II 15 SK A4 70 140 40,0 7,6 20,1 60 60 14,1 24,6 70 70FH II 18 SK A4 80 160 100,0 11,9 24,5 70 70 17,2 34,4 80 80
High performance anchor FH II - SK A4Highest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Hig
h p
erf
orm
ance
ste
el a
nch
ors
High performance anchor FH II
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-S
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
4
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-SK
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
1
The push-through anchor for fixings with sophisticated design
in cracked concrete
VERSIONS
zinc-plated steel▪stainless steel▪
BUILDING MATERIALS
Approved for:Concrete C20/25 to C50/60,cracked
▪
Concrete C20/25 to C50/60, non-cracked
▪
Also suitable for:Concrete C12/15▪Natural stone with dense structure▪
APPROVALS
ADVANTAGES
The anchor construction allows forwide-ranging head shapes for fixingpoints with sophisticated design.
▪
The ideal interaction of screw shankand sleeve allows for a high shearload. Thus fewer fixing points arerequired.
▪
The international approvalsguarantees maximum safety and thebest performance. These approvalseven cover use in earthquake zones(seismic).
▪
The optimised geometry reduces theenergy required for installation.
▪
APPLICATIONS
Guard rails▪Staircases▪Consoles▪Steel constructions▪Ladders▪Cable conduits▪Machines▪Gates▪Façades▪Gratings▪
FUNCTIONING
The FH II is suitable for push-throughinstallation.
▪
When applying the torque, the coneis pulled into the expansion sleeveand expands it against the drill holewall.
▪
The black plastic ring preventsrotation when tightening the anchor,and acts as a crumple zone to takethe torque slippage so that thefixture is pulled onto the anchorbase.
▪
Available head shapes for flexibledesign solutions:
▪
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-SK
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
2
galvanized
A4
TECHNICAL DATA
High performance anchor FH II-SK
Appr
oval Drill hole
diameterAnchor length Max. fixture
thicknessFixture thickness
do l t fix t fix
Article name Art.-No. [mm] [mm] [mm] [mm]FH II 10/15 SK 503136 ■ 10 65 15FH II 10/25 SK 503137 ■ 10 75 25FH II 10/50 SK 503138 ■ 10 100 50FH II 12/15 SK 044917 ■ 12 90 15FH II 12/25 SK 044918 ■ 12 100 25FH II 12/50 SK 044919 ■ 12 125 50FH II 15/15 SK 044920 ■ 15 100 15FH II 15/25 SK 044921 ■ 15 110 25FH II 15/50 SK 044922 ■ 15 135 50FH II 18/15 SK 044923 ■ 18 115 15FH II 18/25 SK 044924 ■ 18 125 25FH II 18/50 SK 044925 ■ 18 150 50
Appr
oval Drill hole
diameterAnchor length Max. fixture
thicknessFixture thickness
do l t fix t fix
Article name Art.-No. [mm] [mm] [mm] [mm]510931 ■ 12 90 15510932 ■ 12 105 30510933 ■ 12 125 50510934 ■ 15 100 15510935 ■ 18 130 30
165
3
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 10 S 40 80 10,0 3,6 4,3 40 40 6,1 6,1 40 40FH II 12 S 60 120 22,5 5,7 15,9 50 50 11,2 18,9 60 60FH II 15 S 70 140 40,0 7,6 20,1 60 60 14,1 28,2 70 70FH II 18 S 80 160 80,0 11,9 24,5 70 70 17,2 34,4 80 80FH II 24 S 100 200 160,0 17,1 34,3 80 80 24,0 48,1 100 100FH II 28 S 125 250 180,0 24,0 47,9 100 100 33,6 67,2 120 120FH II 32 S 150 300 200,0 31,5 63,0 120 120 44,2 88,4 160 180
High performance anchor FH II - SHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 10 SK 40 80 10,0 3,6 4,3 40 40 6,1 6,1 40 40FH II 12 SK 60 120 22,5 5,7 15,9 50 50 11,2 18,9 60 60FH II 15 SK 70 140 40,0 7,6 20,1 60 60 14,1 28,2 70 70FH II 18 SK 80 160 80,0 11,9 24,5 70 70 17,2 34,4 80 80
High performance anchor FH II - SKHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min. edge distance
hef hmin Tinst Nperm3) Vperm
3) smin2) cmin
2) Nperm3) Vperm
3) smin2) cmin
2)
[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
High performance anchor FH II - HHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Hig
h p
erf
orm
ance
ste
el a
nch
ors
High performance anchor FH II
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-SK
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
3
166
3
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min. edge distance
hef hmin Tinst Nperm3) Vperm
3) smin2) cmin
2) Nperm3) Vperm
3) smin2) cmin
2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [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
High performance anchor FH II - BHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min. member
thickness
Installation torque
permissible tensile
load
permissible shearload
min.spacing
min.edge
distance
permissible tensile
load
permissible shearload
min.spacing
min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 10 S A4 40 80 15,0 3,6 4,3 40 40 6,1 6,1 40 40FH II 12 S A4 60 120 25,0 5,7 15,9 50 50 9,5 16,0 60 60FH II 15 S A4 70 140 40,0 7,6 20,1 60 60 14,1 24,6 70 70FH II 18 S A4 80 160 100,0 11,9 24,5 70 70 17,2 34,4 80 80FH II 24 S A4 100 200 160,0 17,1 34,3 80 80 24,0 48,1 100 100
High performance anchor FH II - S A4Highest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min. member
thickness
Installation torque
permissible tensile
load
permissible shearload
min.spacing
min.edge
distance
permissible tensile
load
permissible shearload
min.spacing
min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 12 SK A4 60 120 25,0 5,7 15,9 50 50 9,5 16,0 60 60FH II 15 SK A4 70 140 40,0 7,6 20,1 60 60 14,1 24,6 70 70FH II 18 SK A4 80 160 100,0 11,9 24,5 70 70 17,2 34,4 80 80
High performance anchor FH II - SK A4Highest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Hig
h p
erf
orm
ance
ste
el a
nch
ors
High performance anchor FH II
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-SK
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
4
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-H
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
1
The push-through anchor for fixings with sophisticated design
in cracked concrete
VERSIONS
zinc-plated steel▪stainless steel▪
BUILDING MATERIALS
Approved for:Concrete C20/25 to C50/60,cracked
▪
Concrete C20/25 to C50/60, non-cracked
▪
Also suitable for:Concrete C12/15▪Natural stone with dense structure▪
APPROVALS
ADVANTAGES
The anchor construction allows forwide-ranging head shapes for fixingpoints with sophisticated design.
▪
The ideal interaction of screw shankand sleeve allows for a high shearload. Thus fewer fixing points arerequired.
▪
The international approvalsguarantees maximum safety and thebest performance. These approvalseven cover use in earthquake zones(seismic).
▪
The optimised geometry reduces theenergy required for installation.
▪
APPLICATIONS
Guard rails▪Staircases▪Consoles▪Steel constructions▪Ladders▪Cable conduits▪Machines▪Gates▪Façades▪Gratings▪
FUNCTIONING
The FH II is suitable for push-throughinstallation.
▪
When applying the torque, the coneis pulled into the expansion sleeveand expands it against the drill holewall.
▪
The black plastic ring preventsrotation when tightening the anchor,and acts as a crumple zone to takethe torque slippage so that thefixture is pulled onto the anchorbase.
▪
Available head shapes for flexibledesign solutions:
▪
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-H
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
2
TECHNICAL DATA
High performance anchor FH II-H
Appr
oval Drill hole
diameterAnchor length Max. fixture
thicknessFixture thickness
do l t fix t fix
Article name Art.-No. [mm] [mm] [mm] [mm]FH II 10/10 H 503139 ■ 10 75 10FH II 10/25 H 503140 ■ 10 90 25FH II 10/50 H 503141 ■ 10 115 50FH II 12/10 H 044905 ■ 12 100 10FH II 12/25 H 044906 ■ 12 115 25FH II 12/50 H 044907 ■ 12 140 50FH II 15/10 H 044908 ■ 15 115 10FH II 15/25 H 044909 ■ 15 130 25FH II 15/50 H 044910 ■ 15 155 50FH II 18/25 H 044915 ■ 18 145 25FH II 18/50 H 044916 ■ 18 170 50
165
3
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 10 S 40 80 10,0 3,6 4,3 40 40 6,1 6,1 40 40FH II 12 S 60 120 22,5 5,7 15,9 50 50 11,2 18,9 60 60FH II 15 S 70 140 40,0 7,6 20,1 60 60 14,1 28,2 70 70FH II 18 S 80 160 80,0 11,9 24,5 70 70 17,2 34,4 80 80FH II 24 S 100 200 160,0 17,1 34,3 80 80 24,0 48,1 100 100FH II 28 S 125 250 180,0 24,0 47,9 100 100 33,6 67,2 120 120FH II 32 S 150 300 200,0 31,5 63,0 120 120 44,2 88,4 160 180
High performance anchor FH II - SHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 10 SK 40 80 10,0 3,6 4,3 40 40 6,1 6,1 40 40FH II 12 SK 60 120 22,5 5,7 15,9 50 50 11,2 18,9 60 60FH II 15 SK 70 140 40,0 7,6 20,1 60 60 14,1 28,2 70 70FH II 18 SK 80 160 80,0 11,9 24,5 70 70 17,2 34,4 80 80
High performance anchor FH II - SKHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min. edge distance
hef hmin Tinst Nperm3) Vperm
3) smin2) cmin
2) Nperm3) Vperm
3) smin2) cmin
2)
[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
High performance anchor FH II - HHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Hig
h p
erf
orm
ance
ste
el a
nch
ors
High performance anchor FH II
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-H
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
3
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-B
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
1
The push-through anchor for fixings with sophisticated design
in cracked concrete
VERSIONS
zinc-plated steel▪stainless steel▪
BUILDING MATERIALS
Approved for:Concrete C20/25 to C50/60,cracked
▪
Concrete C20/25 to C50/60, non-cracked
▪
Also suitable for:Concrete C12/15▪Natural stone with dense structure▪
APPROVALS
ADVANTAGES
The anchor construction allows forwide-ranging head shapes for fixingpoints with sophisticated design.
▪
The ideal interaction of screw shankand sleeve allows for a high shearload. Thus fewer fixing points arerequired.
▪
The international approvalsguarantees maximum safety and thebest performance. These approvalseven cover use in earthquake zones(seismic).
▪
The optimised geometry reduces theenergy required for installation.
▪
APPLICATIONS
Guard rails▪Staircases▪Consoles▪Steel constructions▪Ladders▪Cable conduits▪Machines▪Gates▪Façades▪Gratings▪
FUNCTIONING
The FH II is suitable for push-throughinstallation.
▪
When applying the torque, the coneis pulled into the expansion sleeveand expands it against the drill holewall.
▪
The black plastic ring preventsrotation when tightening the anchor,and acts as a crumple zone to takethe torque slippage so that thefixture is pulled onto the anchorbase.
▪
Available head shapes for flexibledesign solutions:
▪
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-B
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
2
TECHNICAL DATA
High performance anchor FH II-B
Appr
oval Drill hole
diameterAnchor length Max. fixture
thicknessFixture thickness
do l t fix t fix
Article name Art.-No. [mm] [mm] [mm] [mm]FH II 10/10 B 503142 ■ 10 70 10FH II 10/25 B 503143 ■ 10 85 25FH II 10/50 B 503144 ■ 10 110 50FH II 12/10 B 048773 ■ 12 95 10FH II 12/100 B 046832 ■ 12 185 100FH II 12/25 B 048774 ■ 12 110 25FH II 12/50 B 048775 ■ 12 135 50FH II 15/10 B 048776 ■ 15 110 10FH II 15/100 B 046835 ■ 15 200 100FH II 15/25 B 048777 ■ 15 125 25FH II 15/50 B 048778 ■ 15 150 50FH II 18/100 B 046841 ■ 18 215 100FH II 18/25 B 048779 ■ 18 140 25FH II 18/50 B 048780 ■ 18 165 50FH II 24/100 B 046842 ■ 24 242 100FH II 24/25 B 048886 ■ 24 167 25FH II 24/50 B 048887 ■ 24 192 50FH II 28/30 B 047547 ■ 28 199 30FH II 28/60 B 047548 ■ 28 229 60FH II 32/30 B 047549 ■ 32 231 30FH II 32/60 B 047550 ■ 32 261 60
166
3
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min.member
thickness
Installation torque
Permissible tensile load
Permissible shear load
Min.spacing
Min.edge
distance
Permissible tensile load
Permissible shear load
Min.spacing
Min. edge distance
hef hmin Tinst Nperm3) Vperm
3) smin2) cmin
2) Nperm3) Vperm
3) smin2) cmin
2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [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
High performance anchor FH II - BHighest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min. member
thickness
Installation torque
permissible tensile
load
permissible shearload
min.spacing
min.edge
distance
permissible tensile
load
permissible shearload
min.spacing
min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 10 S A4 40 80 15,0 3,6 4,3 40 40 6,1 6,1 40 40FH II 12 S A4 60 120 25,0 5,7 15,9 50 50 9,5 16,0 60 60FH II 15 S A4 70 140 40,0 7,6 20,1 60 60 14,1 24,6 70 70FH II 18 S A4 80 160 100,0 11,9 24,5 70 70 17,2 34,4 80 80FH II 24 S A4 100 200 160,0 17,1 34,3 80 80 24,0 48,1 100 100
High performance anchor FH II - S A4Highest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Cracked concrete Non-cracked concreteType Effective
anchorage depth
Min. member
thickness
Installation torque
permissible tensile
load
permissible shearload
min.spacing
min.edge
distance
permissible tensile
load
permissible shearload
min.spacing
min.edge
distancehef hmin Tinst Nperm
3) Vperm3) smin
2) cmin2) Nperm
3) Vperm3) smin
2) cmin2)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
FH II 12 SK A4 60 120 25,0 5,7 15,9 50 50 9,5 16,0 60 60FH II 15 SK A4 70 140 40,0 7,6 20,1 60 60 14,1 24,6 70 70FH II 18 SK A4 80 160 100,0 11,9 24,5 70 70 17,2 34,4 80 80
High performance anchor FH II - SK A4Highest permissible loads for a single anchor1)▪in▪concrete▪C20/254)
For▪the▪design▪the▪complete▪approval▪ETA▪-▪07/0025▪has▪to▪be▪considered.
1) 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 an-chor 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 distances or spacings (anchor groups) see approval.
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
LOADS
Hig
h p
erf
orm
ance
ste
el a
nch
ors
High performance anchor FH II
http://www.fischer.de/en/ - 05/01/2014
High performance anchor FH II-B
K0
3 -
Ste
el -
cra
cke
d c
on
cre
te
3
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