Anclaje Highbond-fijacion Fischer

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.


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 !


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.


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.


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 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


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 8 x 60 96824 FHB II - PF 8 x 60 500542 FHB II-A L M 8 10 mm 75 mm 60 mm 10





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







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 12 x 120



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


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)

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ho

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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.


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Anclaje Highbond-fijacion Fischer