anclaje highbond-fijacion fischer
DESCRIPTION
Catalogo de anclaje FischerTRANSCRIPT
-
fischer Highbond FHB IIThe first compound anchor suitable for tensile zonesapproved worldwide for resin capsules and injection systems.
New capsule
can be loade
d
super fast !
FHB II_Prosp_114485_engl.indd 1 10.04.2008 11:26:31 Uhr
-
The multifunctional bonded anchor there ever was. fischer FHB II
The FHB II-A S the new shape of cost-effectiveness.
The FHB II-A S has a shorter overall anchorage depth. That makes it an economical standard solution that you can use to save costs in anchors, mortar and drilling.
The FHB II-A L the new performance class.
The FHB II-A L is the strongest bonded anchor for heavy loads suitable for cracked concrete in the world. In all dimensions, it achieves higher tensile forces than any that were previously there: Generally in comparison to the predecessor product, the next smaller thread size can be used.
The FHB II anchor stud. Economical and performance optimized.
FHB II-A SShort version for standard applications with reduced anchorage depth for the lowest installation outlay. Recognizable from its two cones.
FHB II-A LThe most performance optimised with greater anchorage depth for highest loads. Recognizable from its three or four cones.
Thread diameter corresponds to hole dia meter for worker-friendly push-through installation.
Oblique edge for use with resin capsule.
External hexagon for installation with resin capsule.
Cone geometry is especially adapted for applications in cracked concrete and thus create uniform load introduction with the lowest axial spacings and edge distances.
FHB II_Prosp_114485_engl.indd 2 10.04.2008 11:26:35 Uhr
-
Injection mortar or resin capsule ? The choice is yours.
The FHB II offers you the optimal heavy load fastening with a system.Depending on the application or what you are used to, you can decide on the injection mortar or the resin capsule with the same load.
FHB II-A S
Especially economical due to reduced anchorage depth Optimised for standard applications Smallest axial spacings and edge distances For the thinnest concrete components
FHB II-A L
Highest loads Reduced axial spacings and edge distances Reduced component thicknesses
FHB II-A S and FHB II-A L
For push-through and pre-positioned installation With injection mortar or resin capsule Extensive range for many fixing thicknesses Available in the steel types galvanized, stainless steel A4 and
highly corrosion-resistant steel C (Material 1.4529)
The advantages at a glance
The resin capsuleIf you only have to set a few FHB II anchors or require fast hardening time, use of the resin capsule is the most economi-cal solution. In this case, you will also benefit from shorter hardening times. We especially recommend the resin capsule for overhead installation and even for underwater applications.
One system as flexible as you are !
The injection mortarThe system with injection mortaris recommended if you want to seta lot of FHB II anchors. The injection mortar is suitable for all anchor studs.
FHB II-A LFHB II-A S
New capsule
can be loade
d
super fast !
FHB II_Prosp_114485_engl.indd 3 10.04.2008 11:26:41 Uhr
-
The new, super-fast-hardening capsule.
Product description.
In addition to the existing FHB II-P resin capsule, the FHB II-PF capsule quick version rounds out the system. The resin capsule hardens extremely quickly and can be loaded up to 100 % after a few minutes.The resin capsule consists of a glass capsule that is filled with high-strength vinyl ester resin. The new FHB II-PF capsule has a European technical approval, option 1, for cracked concrete with the same high load level as the standard resin capsule FHB-II-P.
The extremely fast hardening time makes fast work progress possible without waiting times, e.g. installation of railings.
Hardening time up to 90% faster than the usual chemical anchoring.
Thanks to its easy use, the Highbond system FHB II with the new FHB II-PF capsule is also interesting to customers who have avoided chemical anchors before because of their hardening times.
Even at winter temperatures, the FHB II-PF capsule allows rapid work progress with the same load level.
The advantages at a glance
Examples.
New capsule
can be loade
d
super fast !
Can be loaded super fast.fischer FHB II-PF capsule quick version.
FHB II_Prosp_114485_engl.indd 4 10.04.2008 11:26:43 Uhr
-
Push-through or pre-positioned installation? Its your choice.
Prepare drill hole, after in each case of two times blow out, brush out and after blow out again.
Hole preparation
FHB II pre-positioned installation with injection mortar or resin capsule
With injection mortar
With resin capsule
FHB II-A S push-through installation with injection mortar or resin capsule
With injection mortar
FHB II - A L push-through installation possible with injection mortar and push-through element only.
With resin capsule
Hardening times (examples).
Hardening times
New FHB II-PF capsules(fast hardening)
FHB II-P capsules (standard)
Injection mortar FIS HB 345 S
NEW
Hardening times at > 21 C (e.g. summer temperatures)
Hardening times at 0 C (e.g. winter temperatures)
2min.min. 6min.
10min.
35min. 45min.
180min.
2min. 6min.
10min.min.
35min. 45min.
180min.
2min. 6min.
10min.
35min.min. 45min.
180min.
2min. 6min.min.
10min.
35min. 45min.
180min.
2min. 6min.
10min.
35min. 45min.min.
180min. 2min. 6min.
10min.
35min. 45min.
18180min.min.
FHB II_Prosp_114485_engl.indd 5 10.04.2008 11:26:47 Uhr
-
Technical Data.
FHB II-A S
FHB II-A S M 10 x 60/10
FHB II-A S M 10 x 60/20
FHB II-A S M 10 x 60/40
FHB II-A S M 10 x 60/60
FHB II-A S M 10 x 60/100
FHB II-A S M 12 x 75/10
FHB II-A S M 12 x 75/25
FHB II-A S M 12 x 75/40
FHB II-A S M 12 x 75/60
FHB II-A S M 12 x 75/100
FHB II-A S M 12 x 75/165
FHB II-A S M 16 x 95/30
FHB II-A S M 16 x 95/60
FHB II-A S M 16 x 95/100
FHB II-A S M 16 x 95/165
FHB II-A S M 24 x 170/50
Type Drill hole do
10 mm
10 mm
10 mm
10 mm
10 mm
12 mm
12 mm
12 mm
12 mm
12 mm
12 mm
16 mm
16 mm
16 mm
16 mm
25 mm
Drill hole depth ho
75 mm
75 mm
75 mm
75 mm
75 mm
90 mm
90 mm
90 mm
90 mm
90 mm
90 mm
110 mm
110 mm
110 mm
110 mm
190 mm
97072
97073
97074
97206
97257
97268
97274
97275
97280
97281
97286
97295
97296
97297
Galvanized Art. no.
97630
97631
97632
97633
97634
97635
97636
97637
97638
97639
97640
97641
97642
97643
97644
97645
Steel A4Art. no.
97704
97705
97706
97707
97708
97709
97711
Steel 1.4529 Art. no. *
Effective anchorage depth
hef
60 mm
60 mm
60 mm
60 mm
60 mm
75 mm
75 mm
75 mm
75 mm
75 mm
75 mm
95 mm
95 mm
95 mm
95 mm
170 mm
Max.usable length
tfix
10 mm
20 mm
40 mm
60 mm
100 mm
10 mm
25 mm
40 mm
60 mm
100 mm
165 mm
30 mm
60 mm
100 mm
165 mm
50 mm
3
3
3
3
3
4
4
4
4
4
4
8
8
8
8
26
FIS HB scale units
Key width
17 mm
17 mm
17 mm
17 mm
17 mm
19 mm
19 mm
19 mm
19 mm
19 mm
19 mm
24 mm
24 mm
24 mm
24 mm
36 mm
Associated capsule FHB II-P
96847
96847
96847
96847
96847
96848
96848
96848
96848
96848
96848
96849
96849
96849
96849
96851
Quantity per box
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
4
FHB II-A L
10 mm
10 mm
10 mm
12 mm
12 mm
12 mm
12 mm
12 mm
14 mm
14 mm
14 mm
14 mm
14 mm
18 mm
18 mm
18 mm
25 mm
FHB II-A L M 8 x 60/10
FHB II-A L M 8 x 60/30
FHB II-A L M 8 x 60/50
FHB II-A L M 10 x 95/10
FHB II-A L M 10 x 95/20
FHB II-A L M 10 x 95/40
FHB II-A L M 10 x 95/60
FHB II-A L M 10 x 95/100
FHB II-A L M 12 x 120/10
FHB II-A L M 12 x 120/25
FHB II-A L M 12 x 120/40
FHB II-A L M 12 x 120/60
FHB II-A L M 12 x 120/100
FHB II-A L M 16 x 160/30
FHB II-A L M 16 x 160/60
FHB II-A L M 16 x 160/100
FHB II-A L M 20 x 210/50
75 mm
75 mm
75 mm
110 mm
110 mm
110 mm
110 mm
110 mm
135 mm
135 mm
135 mm
135 mm
135 mm
175 mm
175 mm
175 mm
235 mm
Type
97032
97033
97034
96907
96940
96941
96942
96943
96944
97014
97031
97035
97038
97070
97071
97298
97299
97440
97616
97617
97618
97619
97620
97621
97622
97623
97624
97625
97626
97627
97628
97629
97696
97697
97698
97699
97700
97701
97702
97703
Steel 1.4529 Art. no. *
Steel A4 Art. no.
GalvanizedArt. no.
3
3
3
5
5
5
5
5
7
7
7
7
7
13
13
13
33
60 mm
60 mm
60 mm
95 mm
95 mm
95 mm
95 mm
95 mm
120 mm
120 mm
120 mm
120 mm
120 mm
160 mm
160 mm
160 mm
210 mm
10 mm
30 mm
50 mm
10 mm
20 mm
40 mm
60 mm
100 mm
10 mm
25 mm
40 mm
60 mm
100 mm
30 mm
60 mm
100 mm
50 mm
13 mm
13 mm
13 mm
17 mm
17 mm
17 mm
17 mm
17 mm
19 mm
19 mm
19 mm
19 mm
19 mm
24 mm
24 mm
24 mm
30 mm
96824
96824
96824
96843
96843
96843
96843
96843
96844
96844
96844
96844
96844
96845
96845
96845
96846
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
4
* Delivery time and additional dimensions on request.
Drill hole do
Drill hole depth ho
Effective anchorage depth
hef
Max.usable length
tfix
FIS HB scale units
Key width Associated capsule FHB II-P
Quantity per box
FHB II_Prosp_114485_engl.indd 6 10.04.2008 11:26:50 Uhr
-
Resin capsules FHB II - P / resin capsules FHB II - PFStandard Art. No. Fast hardening Art. No. Fits Drill hole
doDrill hole depth
hoEffective anchorage depth
hef Quantity per box
FHB II - P 10 x 60 96847 FHB II - PF 10 x 60 500547 FHB II-A S M 10 10 mm 75 mm 60 mm 10
FHB II - P 12 x 75 96848 FHB II - PF 12 x 75 500548 FHB II-A S M 12 12 mm 90 mm 75 mm 10
FHB II - P 16 x 95 96849 FHB II - PF 16 x 95 500549 FHB II-A S M 16 16 mm 110 mm 95 mm 10
FHB II - P 24 x 170 96851 FHB II - PF 24 x 170 500550 FHB II-A S M 24 25 mm 190 mm 170 mm 4
FHB II - P 8 x 60 96824 FHB II - PF 8 x 60 500542 FHB II-A L M 8 10 mm 75 mm 60 mm 10
FHB II - P 10 x 95 96843 FHB II - PF 10 x 95 500543 FHB II-A L M 10 12 mm 110 mm 95 mm 10
FHB II - P 12 x 120 96844 FHB II - PF 12 x 120 500544 FHB II-A L M 12 14 mm 135 mm 120 mm 10
FHB II - P 16 x 160 96845 FHB II - PF 16 x 160 500545 FHB II-A L M 16 18 mm 175 mm 160 mm 10
FHB II - P 20 x 210 98646 FHB II - PF 20 x 210 500546 FHB II-A L M 20 25 mm 235 mm 210 mm 4
New capsule
can be loaded
super fast !
FIS HB 345 S
FIS HB 150 C
FIS S
FIS AK
Injection mortar FIS HB
33211
77529
61223
58026
Art. No. Contents (ml)
360
145
-
-
Contents (scale units)
180
70
-
-
Quantity per box
6
6
10
1
FIS HB 345 S FIS HB 150 C FIS S FIS AK
Type
Push-through element M 8 x 3 A4
Push-through element M 10 x 3 A4
Push-through element M 10 x 8 A4
Push-through element M 12 x 4 A4
Push-through element M 12 x 10 A4
Push-through element M 16 x 5 A4
Push-through element M 16 x 10 A4
Element for push-through installation of the FHB II-A L
Fits thread
M 8
M 10
M 10
M 12
M 12
M 16
M 16
Quantityper box
10
10
10
10
10
10
10
Min. max. usable length
3 6 mm
3 6 mm
8 16 mm
4 8 mm
10 20 mm
5 10 mm
10 20 mm
78230
78231
78232
78233
78234
78235
78236
Art. No.
BS 10
BS 12
BS 14
BS 16/18
BS 25
Brushes BS
78178
78179
78180
78181
97806
Drill hole
10 mm
12 mm
14 mm
16 /18 mm
24 mm
Art. No. Fits
FHB II-A L M 80 x 60, FHB II A-S M 10 x 80
FHB II-A L M 10 x 95, FHB II A-S M 12 x 75
FHB II-A L M 12 x 120
FHB II-A L M 16 x 180, FHB II A-S M 16 x 95
FHB II-A L M 20 x 210, FHB II A-S M 24 x 175
Quantity per box
1
1
1
1
1
ABP
AGB large
Centring wedges
Compressed air cleaning gun, blower and centring wedges
59456
89300
93076
Art. No. Quantity in package
1
1
10
1 Required starting from thread M20.2 Recommended for overhead installation starting from M16.
ABP1 AGB Centring wedges2
Accessories.
Type
Type
FHB II_Prosp_114485_engl.indd 7 10.04.2008 11:26:51 Uhr
-
Your specialist dealer
Information on the entire fischer range, including recommended loads, can be found in our comprehensive main catalogue or on the Internet at www.fischer.de
fischer fixing (UK) LtdWhitely Road Wallingford, OxfordshireOX10 9AT United KingdomPhone +44 1491 827900 Fax +44 1491 827953www.fischer.co.uk [email protected]
11
44
85
(2)
04
/20
08
Z
E
Pri
nte
d in
Ger
man
y T
ech
nic
al a
lter
atio
ns
wit
ho
ut
not
ice.
hef
Tinst
do M
ho t fix
df
hef
Tinst
do M
ho t fix
df
Injection mortar gelling and curing timeCartridge temperature
(Mortar min. + 5 C)Gelling time Temperature at
anchoring baseCuring time
5 C 360 min.
0 C 180 min.
+ 5 C 15 min. + 5 C 90 min.
+ 20 C 6 min. + 20 C 35 min.
+ 30 C 4 min. + 30 C 20 min.
+ 40 C 2 min. + 40 C 12 min.
FHB II-P curing time(standard)
Anchoring substrate temperature
Hardening time
5 C 240 min.
0 C 45 min.
+ 10 C 20 min.
20 C 10 min.
FHB II-PF curing time (fast hardening)
Temperature at anchoring base
Min.Curing time
5 C to 1 C 8 min.
0 C to + 9 C 6 min.
+ 10 C to + 20 C 4 min.
+ 21 C to + 30 C 2 min.
Load table.
fischerwerke GmbH & Co. KGWeinhalde 1418 72178 WaldachtalGermanyPhone +49 7443 12-0 Fax +49 7443 12-4222www.fischer.de [email protected]
Mean ultimate loads, design and recommended loads for single anchors of fischer Highbond anchor FHB IIwith large axial spacing and edge distance
Non-cracked concrete Cracked concrete
Anchor size M M M M M M M M M M M M M M M M M M 8x60 10x60 10x95 12x75 12x120 16x95 16x160 20x210 24x170 8x60 10x60 10x95 12x75 12x120 16x95 16x160 20x210 24x170
Type of anchor (capacity-optimised A L; cost optimised A S) A L A S A L A S A L A S A L A L A S A L A S A L A S A L A S A L A L A S
Effective anchoring depth hef [mm] 60 60 95 75 120 95 160 210 170 60 60 95 75 120 95 160 210 170
Drill hole depth h1 [mm] 75 75 110 90 135 110 175 235 190 75 75 110 90 135 110 175 235 190
Drill hole diameter d0 [mm] 10 10 12 12 14 16 18 25 25 10 10 12 12 14 16 18 25 25
Mean ultimate loads Nu and Vu [kN]
Tensile 0 Nu [kN] 21.9*) 21.9*) 34.4*) 34.4*) 49.8*) 61.1*) 96.6*) 137.6*) 128.5*) 19,6 21.9*) 34.4*) 30.7 49.8*) 43.8 95.6 137.6*) 104.7
Shear 90 Vu [kN] gvz 15.0*) 21.3*) 24.9*) 29.8*) 42.4*) 61.6*) 72.6*) 116.1) 127.1*) 15.0*) 21.3*) 24.9*) 29.8*) 42.4*) 61.6*) 72.6*) 116.1*) 127.1*)
[kN] A4 21.4*) 26.9*) 32.9*) 39.1*) 49.0*) 77.9*) 89.2*) 133.4*) 151.6*) 21.4*) 26.9*) 32.9*) 39.1*) 49.0*) 77.9*) 89.2*) 133.4*) 151.6*)
[kN] C 20.5*) 30.2*) 33.9*) 43.8*) 48.8*) 85.8*) 91.7*) 148.4*) 175.7*) 20.5*) 30.2*) 33.9*) 43.8*) 48.8*) 85.8*) 91.7*) 148.4*) 175.7*)
Design loads NRd and VRd [kN]
Tensile 0 NRd [kN] 14.6 14.6 22.9 21.8 33.2 31.1 64.4 91.7 74.5 11.2 11.2 22.2 15.6 31.5 22.2 48.6 73.0 53.2
Shear 90 VRd [kN] gvz 10.6 15.0 16.6 21.8 24.2 40.6 45.0 70.3 91.4 10.6 15.0 16.6 21.8 24.2 40.6 45.0 70.3 91.4
[kN] A4 11.7 18.6 18.6 27.0 27.0 50.2 50.2 78.3 99.6 11.7 18.6 18.6 27.0 27.0 44.4 50.2 78.3 99.6
[kN] C 11.7 18.6 18.6 27.0 27.0 50.2 50.2 78.3 112.8 11.7 18.6 18.6 27.0 27.0 44.4 50.2 78.3 106.4
Recommended loads Nrec and Vrec [kN]
Tensile 0 Nrec [kN] 10.4 10.4 16.4 15.6 23.7 22.2 46.0 65.5 53.2 8.0 8.0 15.9 11.1 22.5 15.9 34.7 52.2 38.0
Shear 90 Vrec [kN] gvz 7.5 10.7 11.9 15.6 17.3 29.0 32.2 50.2 65.3 7.5 10.7 11.9 15.6 17.3 29.0 32.2 50.2 65.3
[kN] A4 8.3 13.3 13.3 19.3 19.3 35.8 35.8 55.9 71.1 8.3 13.3 13.3 19.3 19.3 31.7 35.8 55.9 71.1
[kN] C 8.3 13.3 13.3 19.3 19.3 35.8 35.8 55.9 80.6 8.3 13.3 13.3 19.3 19.3 31.7 35.8 55.9 76.0
Recommended bending moment Mrec [Nm]
Mrec [Nm] 17.1 34.3 34.3 60.0 60.0 152.0 152.0 296.6 512.0 17.1 34.3 34.3 60.0 60.0 152.0 152.0 296.6 512.0
Component dimensions, minimum axial spacings and edge distances
Minimum axial spacing1) smin [mm] 40 40 40 40 50 50 70 90 80 40 40 40 40 50 50 70 90 80
Minimum edge distance1) cmin [mm] 40 40 40 40 50 50 70 90 80 40 40 40 40 50 50 70 90 80
Minimum structural component thickness hmin [mm] 100 100 140 120 170 150 220 280 240 100 100 140 120 170 150 220 280 240
Clearance-hole in fixture to be attached df [mm] 9 12 12 14 14 18 18 22 26 9 12 12 14 14 18 18 22 26
Required torque Tinst [Nm] 15 15 20 30 40 50 60 100 100 15 15 20 30 40 50 60 100 100
gvzA4/C
gvzA4/C
gvzA4/C
gvzA4/C
*) Steel failure decisive.1) For minimum axial spacing and minimum edge distance the above described loads have to be reduced (See fischer Technical Handbook or design software CC-COMPUFIX) !All values apply for concrete C20/25 without edge or spacing influence.Design loads: material safety factor aM is included. Material safety factor aM depends on the type of anchor.Recommended loads: material safety factor aM and safety factor for load aL = 1.4 are included.
FHB II_Prosp_114485_engl.indd 8 10.04.2008 11:26:28 Uhr