Chemical Fixings - Fischer fixingsV3)web.pdf · Chemical ﬁxings easons to choose ﬁscher 2 1 1...

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Chemical fixings1

▪ Resin Performance - Introduction 3-5 ▪ Highbond-System FHB II 6 ▪ Highbond anchor FHB II-A S / FHB II-A L ▪ Powerbond injection resin FIS PM with FIS PS sleeve ▪ Superbond resin system FIS SB with RSB capsules ▪ Injection resin FIS EM ▪ Injection resin FIS EM + threaded rods for cracked concrete ▪ FIS EM + RG MI internally threaded rods for cracked concrete ▪ Resin dispenser guns ▪ R resin anchor with RG M threaded rod ▪ R resin anchor + RG M I for cracked concrete ▪ FIS V injection resin system

9141930333839404649

▪ FIS VT injection resin system 53 ▪ Resin studs for non-cracked concrete ▪ Internally threaded stud RG M I for non-cracked concrete ▪ Injection resin FIS P / FIP ▪ Injection resin in solid brick masonry ▪ Injection resin in perforated brick ▪ FIS A withinjection resin for aerated concrete ▪ Rebar connections ▪ Highbond anchor dynamic FHB dyn ▪ Fill & Fix injection fixing

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Performance of injection resins

Performance positioning of fischer injection resins

High performance resin for cracked concrete

High performance resinsSpecialist resin designed for use in cracked concrete.

Universal resinsHigh performance resins with approvals for virtually all substrates and many applications.

Hybrid vinyl ester resin

Vinyl ester resin

Basic resins + approvalResin with an ETA for use in masonry.

Hybrid polyester resin

Basic resins Cost effective resin with NO approval for use in masonry.

Polyester resin

Highbond FHB IIPowerbond FIS PBSuperbond FIS SBEpoxy resin FIS EM

FIS P

F-Bond, FIP C 700

FIS P Plus

FIS V / FIS VW

FIS VT

GO

OD

IMPR

OVE

D*B

ETTE

R***

BEST

**

1

Resin for cracked concrete ▪ High performance, reduced sensitivity to badly cleaned holes. ▪ High temperature resistance (except epoxy). ▪ First-rate, long term behaviour in concrete or wet substrates.

Vinyl ester ▪ Good performance, medium sensitivity to badly cleaned holes. ▪ Good tempertaure and chemical resistance. ▪ Good, long term behaviour in concrete or wet substrates.

Polyester hybrid ▪ Medium performance, medium sensitivity to badly cleaned holes. ▪ Good temperature and chemical resistance. ▪ Meduim, long term behaviour in concrete or wet substrates.

Polyester ▪ Low performance, high sensitivity to badly cleaned holes. ▪ Medium temperature and chemical resistance. ▪ Bad long term behaviour in concrete or wet substrates. ▪ Some manufacturers may still offer their resin with a styrene health

risk.

PERFORMANCE / PRICE

PERFORMANCE

PRICE

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Load levels in concrete

Polyester Resins Pure vinyl ester resins Hybrid vinyl ester resins Resins for cracked concrete

02040

6080

100120

75-80%~ 90%~ 100%~

120%%

Performance positioning of fischer injection resins

SENSITIVITY TO THE HOLE CLEANING

LOADS

Influence of hole cleaning method

Cleaned:2 x blow out, 2 x brush, 2 x blow out

Uncleaned:1 x blow out, 1 x brush, 2 x blow out

Uncleaned:2 x blow out

02040

6080

100120

%

-25%

-50%

Hybrid vinyl ester systemPolyester system

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Hybrid VE resins - reduced sensitivity in imperfectly cleaned holes:

▪ Higher safety for fixings. ▪ Methods recommended as part of best practice in hole cleaning in accordance with ETA procedures.

DRILL HOLE CLEANING ACCESSORIES

Cleaning brush with thread M 8

Cleaning brush BS for concrete

Compressed air gun ABP

Hole cleaning pump ABGCleaning brush FIS for MASONRY

For best results always use cleaning accessories with every resin application. Remember to use the correct cleaning accessories as per the latest ETA approval.

Resin site box FIS EM

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Performance of injection resins

fischer composite anchor systems for cracked concrete

fischer Highbond system FHB II

The premium solution for cracked concrete ▪ Maximum loads for the most demanding applications. ▪ Extensively tested and safety proven. ▪ The systems uses ‘cone’ anchor technology. ▪ Minimum edge axial spacing. ▪ High temperature and chemical resistance. ▪ Unique fast cure capsule.

fischer Powerbond system FIS PM

The cost effective option for cracked concrete ▪ High load capacity. ▪ Variable anchorage depth for optimal dimensioning. ▪ Unique PowerSleeve technology with conventional studs.

▪ Approved for diamond drilled holes. ▪ Approval for water filled holes. ▪ Maximum flexibility and efficiency.

fischer Superbond system FIS SB / RSB

The universal solution ▪ FIS SB Injection resin & RSB capsule systems with conventional anchor studs.

▪ For applications down to -30OC with RSB. ▪ Anchorage depth of 60mm-600mm, ideal for shallow and deep embedment depths.

▪ For anchor rods M8-M30 and fischer internally threaded anchors M8-M20.

▪ RSB Capsule approved for diamond drilled and water filled holes.

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Banisters Steel girders

The best performance in cracked concrete

APPLICATIONS

▪ Guard rails ▪ Façades ▪ Staircases ▪ Steel consoles ▪ Machines ▪ Silo installations ▪ Masts ▪ Skirting protection ▪ Steelwork constructions ▪ Timber constructions

FUNCTIONING

▪ The FHB II is a bonded anchor with torque-controlled expansion for pre-positioned and push-through installation.

▪ The anchor rod can be set either with injection resin FIS HB or with the capsule FHB II-P(F), and is fully bonded in the drill hole.

▪ When tightening the hexagon nut, the anchor rod cones are pulled into the resin shell, which expands against the drill hole wall.

▪ The styrene-free vinyl ester resin fully seals the drill hole.

▪ When using the resin capsule, set the anchor rod through rotating and hammer motions with a hammer drill. The RA-SDS setting tool, item no. 62420 is recommended, see page 8.

BUILDING MATERIALS

Approved for: ▪ Concrete C20/25 to C50/60,

cracked and non-crackedAlso suitable for:

▪ Concrete C12/15

APPROVALS

ADVANTAGES

▪ The Highbond system FHB II achieves the highest load values in cracked concrete. Thus fewer fixing points and smaller anchor plates are required.

▪ The injection resin FIS HB and the capsules FHB II-P/PF offer the same performance and can be used with the FHB II-A S (short version) or L (long version) anchor rods. Thus, you can select the most economical solution based on requirements.

▪ The large cartridge size of the injection resin FIS HB is ideally suited for continuous installation.

▪ The pre-portioned resin capsule FHB II-P/PF represents an economical solution for individual applications.

▪ The special formulation used in the capsule FHB II-PF ensures particularly fast setting, providing quick installation.

▪ Can be used in flooded drill holes.

INSTALLATION CAPSULE

INSTALLATION WITH INJECTION RESIN

FHB II Highbond resin system

Note: For drill hole diameter 25mm, clean with compressed air

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TECHNICAL DATA

Resin capsule FHB II-P (standard)

Items to order only

Appr

oval Drill hole diameter Drill hole depth Anchorage depth Fits Sales unit

do

h0

hef

Item Art.-No. ETA [mm] [mm] [mm] [pcs]

FHB II-P 8 x 60 096824 ■ 10 75 60 FHB II-A L M 8 x 60 10FHB II-P 10 x 60 096847 ■ 10 75 60 FHB II-S M 10 x 60 10FHB II-P 10 x 75 508016 ■ 10 90 75 FHB II-A S M 10 x 75 10FHB II-P 10 x 95 096843 ■ 12 110 95 FHB II-A L M 10 x 95 10FHB II-P 12 x 75 096848 ■ 12 90 75 FHB II-A S M 12 x 75 10FHB II-P 12 x 100 507922 ■ 14 115 100 FHB II-A L M 12 x 100 10FHB II-P 12 x 120 096844 ■ 14 135 120 FHB II-A L M 12 x 120 10FHB II-P 16 x 95 096849 ■ 16 110 95 FHB II-A S M 16 x 95 10FHB II-P 16 x 125 507923 ■ 18 145 125 FHB II-A L M 16 x 125 10FHB II-P 16 x 145 507924 ■ 18 165 145 FHB II-A L M 16 x 145 10FHB II-P 16 x 160 096845 ■ 18 175 160 FHB II-A L M 16 x 160 10FHB II-P 20 x 170 507925 ■ 25 190 170 FHB II-A S M 20 x 170 4FHB II-P 20 x 210 096846 ■ 25 235 210 FHB II-A L M 20 x 210 4FHB II-P 24 x 170 096851 ■ 25 190 170 FHB II-A S M 24 x 170 4FHB II-P 24 x 210 507926 ■ 25 235 210 FHB II-A L M 24 x 210 4

TECHNICAL DATA

Resin capsule FHB II-PF (fast curing)

Items to order only

Appr

oval Drill hole diameter Drill hole depth Anchorage depth Fits Sales unit

do

h0

hef


FHB II-PF 8 x 60 500542 ■ 10 75 60 FHB II-A L M 8 x 60 10FHB II-PF 10 x 60 500547 ■ 10 75 60 FHB II-S M 10 x 60 10FHB II-PF 10 X 75 507999 ■ 10 90 75 FHB II-A S M 10 x 75 10FHB II-PF 10 x 95 500543 ■ 12 110 95 FHB II-A L M 10 x 95 10FHB II-PF 12 x 75 500548 ■ 12 90 75 FHB II-A S M 12 x 75 10FHB II-PF 12 x 100 508000 ■ 14 115 100 FHB II-A L M 12 x 100 10FHB II-PF 12 x 120 500544 ■ 14 135 120 FHB II-A L M 12 x 120 10FHB II-PF 16 x 95 500549 ■ 16 110 95 FHB II-A S M 16 x 95 10FHB II-PF 16 x 125 508001 ■ 18 145 125 FHB II-A L M 16 x 125 10FHB II-PF 16 x 145 508002 ■ 18 165 145 FHB II-A L M 16 x 145 10FHB II-PF 16 x 160 500545 ■ 18 175 160 FHB II-A L M 16 x 160 10FHB II-PF 20 x 170 508003 ■ 25 190 170 FHB II-A S M 20 x 170 4FHB II-PF 20 x 210 500546 ■ 25 235 210 FHB II-A L M 20 x 210 4FHB II-PF 24 x 170 500550 ■ 25 190 170 FHB II-A S M 24 x 170 4FHB II-PF 24 x 210 508004 ■ 25 235 210 FHB II-A L M 24 x 210 4

TECHNICAL DATAInjection resin FIS HB 345 S + static mixer FIS S

Items to order only

Appr

oval Languages on the cartridge Contents Sales unit

Item ETA [pcs]

FIS HB 345 S 033211 ■ D, GB, F, E, NL, CZ 1 cartridge 360 ml, 2 x static mixer FIS S 6FIS Mixer Red 096448 — — 10 static mixer 10


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Items to order only Brush diameter For drill diameter Sales unit

Item Art.-No. [mm] [mm] [pcs]

BS ø 10 078178 11 10 1BS ø 12 078179 13 12 1BS ø 14 078180 16 14 1BS ø 16/18 078181 20 16/18 1BS ø 25 097806 27 25 1Brush for drill-Ø 40 mm 505061 42 40 1Brush for drill-Ø 45 mm 506254 47 45 1Brush for drill-Ø 55 mm 505062 58 55 1FIS brush extension 508791 — — 1Compressed-air cleaning gun ABP 059456 FHB II-A M20 - M24 - 1ABG hole cleaning pump 089300 — — 1Acessories:Centring wedge 093076 Use for overhead Installations 10RA-SDS 062420 Adapter suitable fits set screw 1


Cartridge temperatureFIS HB

Gelling timeFIS HB

Temperatureat anchoring base

Curing time

(minimum + 5°C) FIS HB

‒ 5°C – ± 0°C 360 min.± 0°C – + 5°C 180 min.

+ 5°C – +20°C 15 min. + 5°C – +20°C 90 min.+20°C – +30°C 6 min. +20°C – +30°C 35 min.+30°C – +40°C 4 min. +30°C – +40°C 20 min. > +40°C 2 min. > +40°C 12 min.

CURING TIME - FIS HB


Curing time

FHB II-P FHB II-PF

‒ 5°C – ± 0°C 240 min. 8 min.± 0°C – +10°C 45 min. 6 min.+10°C – + 20°C 20 min. 4 min. ≧ + 20°C 10 min. 2 min.

Please note: The curing times apply for dry anchoring bases, in damp anchoring bases they should be doubled. Remove water from drill hole.

CURING TIME - FHB II P / FHB II- PF

Cleaning brush with thread M 8

Metal cleaning brush BS for concrete

Compressed air gun

Hole cleaning pump ABG

DISPENSERS

Item Art.-No. Suitable for Performance dataSales unit

[pcs]

FIS DM S 511118FIS V 360 S, FIS HB 345 S, Powerbond, Superbond FIS HB 150 C, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS P 360 S, FIS P 300 T and 1K-cartridges

— 1

FIS AM 056052FIS V 360 S, FIS HB 345 S, FIS HB 150 C, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS VT 300 T, FIS P 300 T and 1K-cartridges

— 1

FIS AP 058027FIS V 360 S, FIS HB 345 S, Powerbond, Superbond FIS HB 150 C, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS P 300 T, and 1K-cartridges

Recommeneded pressure 6 barAir compression Max. 40 I/min

1

FIS DC S 513423FIS HB 345 S, FIS EM 390 S, FIS V 360 S, FIS P 300 T, FIS VS 150 C and silicone cartridges

— 1

Charger DCC 4000 507791 — Charger 12 V // 230 V Euro plug 1Battery pack DC 507792 — Battery pack 12 V // 2,0 Ah // Ni-MH 1

Items to order only

DispenserFIS AM

Dispenser FIS DM S

Dispenser FIS DC S

Dispenser FIS AP

Centring wedgeMachine setting tool RA-SDS

For the full range of Dispenser Guns please refer to page 39

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FHB II-AS/AL Highbond resin system

Bridge railings Balcony railings

The best performance in cracked concrete with the least installation effort

ADVANTAGES - FHB II-AS

FHB II-AS Highbond ▪ The reduced anchorage depth of the

FHB II-A S minimises the drilling and installation effort; providing a very economical fixing.

▪ The drill bit diameter is the same as the thread diameter. This allows for push-through installation without additional tools and reduces the amount of resin required.

▪ The cone shape of the anchor rod is most effective for small axial and edge distances in both cracked concrete and thin concrete. As a result, it is suitable for a wide range of applications.

▪ The anchor rod is approved for use both with capsules and with injection resin which guarantees a maximum flexibility of applications.

VERSIONS

▪ zinc-plated steel ▪ stainless steel ▪ high corrosion-resistant steel

APPLICATIONS

▪ Guard rails ▪ Façades ▪ Staircases ▪ Steel consoles ▪ Masts ▪ Machines ▪ Silo installations ▪ Skirting protection ▪ Steelwork constructions ▪ Timber constructions

Ideal for: ▪ Push-through installation

FUNCTIONING

▪ The FHB II is a bonded anchor with torque-controlled expansion for pre-positioned and push-through installation. ▪ With the FHB II-AS, the drill bit diameter is the same as the thread diameter, similar to a through bolt. ▪ When using FHB II-A L in push-through installation, the annular gap has to be filled with the injection resin FIS HB. ▪ The anchor rod can be set either with injection resin FIS HB or with the capsule FHB II-P(F), and is fully bonded in the drill hole. ▪ When tightening the hexagon nut, the anchor rod cones are pulled into the resin shell, which expands against the drill hole wall. ▪ The styrene-free vinyl ester resin fully seals the drill hole. ▪ When using the resin capsule, set the anchor rod through rotating and hammering motions with a hammer drill. The RA-SDS setting

tool, item no. 62420., Is recommended.

BUILDING MATERIALS



▪ Concrete C12/15

APPROVALS

FHB II-AS FHB II-AL

ADVANTAGES - FHB II-AS

FHB II-AL Highbond ▪ The large anchorage depth of the

anchor rod FHB II-A L allows the system to achieve maximum load values with fewer fixing points and smaller anchor plates.

▪ The double cone shape of the anchor rod has been designed to achieve high tensile loads, as a result it is able to achieve high performances in cracked concrete.

▪ When using the FHB II-A L rod with injection resin FIS HB, push-through installation with annular gap filling is possible without the use of any further tools.

▪ The FHB II-A L anchor rod is approved for use both with capsules and with injection resin. This guarantees maximum flexibility in the application.

Resin FIS HB - see page 6/ Resin Capsules FHB II-P - see page 7/ Resin Capsules FHB II-F - see page 7

TIP - For use with...

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TECHNICAL DATA

Highbond anchor FHB II-A S (short version)

Items to order only

zinc-plated steel

stainless steel

highly corrosion resistant

steel Appr

oval

Drill hole diameter

Drill hole depth

Anchorage depth

Fixture thickness

Thread Width across nut

Sales unit

Art.-No.d

oh

0h

eft

fixM SW

Art.-No. Art.-No. ETA [mm] [mm] [mm] [mm] [mm] [pcs]Item gvz A4 C

FHB II-A S M10 x 60/10 097072 097630 097704 1) ■ 10 75 60 10 M 10 17 10FHB II-A S M10 x 60/20 097073 097631 097705 1) ■ 10 75 60 20 M 10 17 10FHB II-A S M10 x 60/40 — 097632 — ■ 10 75 60 40 M 10 17 10FHB II-A S M10 x 60/60 097074 097633 — ■ 10 75 60 60 M 10 17 10FHB II-A S M10 x 60/100 097206 097634 — ■ 10 75 60 100 M 10 17 10FHB II-A S M10 x 75/10 506884 506888 — ■ 10 90 75 10 M 10 17 10FHB II-A S M10 x 75/20 506885 506889 — ■ 10 90 75 20 M 10 17 10FHB II-A S M10 x 75/40 — 506890 — ■ 10 90 75 40 M 10 17 10FHB II-A S M10 x 75/60 506886 506891 — ■ 10 90 75 60 M 10 17 10FHB II-A S M10 x 75/100 506887 506892 — ■ 10 90 75 100 M 10 17 10FHB II-A S M12 x 75/10 097257 097635 — ■ 12 90 75 10 M 12 19 10FHB II-A S M12 x 75/25 097268 097636 097706 1) ■ 12 90 75 25 M 12 19 10FHB II-A S M12 x 75/40 — 097637 097707 1) ■ 12 90 75 40 M 12 19 10FHB II-A S M12 x 75/60 097274 097638 — ■ 12 90 75 60 M 12 19 10FHB II-A S M12 x 75/100 097275 097639 — ■ 12 90 75 100 M 12 19 10FHB II-A S M12 x 75/165 097280 097640 — ■ 12 90 75 165 M 12 19 10FHB II-A S M16 x 95/30 097281 097641 097708 1) ■ 16 110 95 30 M 16 24 10FHB II-A S M16 x 95/60 097286 097642 097709 1) ■ 16 110 95 60 M 16 24 10FHB II-A S M16 x 95/100 097295 097643 — ■ 16 110 95 100 M 16 24 10FHB II-A S M16 x 95/165 097296 097644 — ■ 16 110 95 165 M 16 24 10FHB II-A S M20 x 170/50 506917 506919 — ■ 25 190 170 50 M 20 30 4FHB II-A S M24 x 170/50 097297 097645 097711 1) ■ 25 190 170 50 M 24 36 4

1) Prices and delivery time on request.

Type Drill hole diameter Min. drill hole depth Resin volume in scale units shown on the cartridge labels‘

corresponding scala

Anchorper cartridge FIS HB 345 S *)

[mm] [mm]

FHB II-A S M10 x 60 10 75 3 56FHB II-A S M10 x 75 10 90 4 42FHB II-A S M12 x 75 12 90 4 42FHB II-A S M16 x 95 16 110 8 21FHB II-A S M20 x 170 25 190 26 6FHB II-A S M24 x 170 25 190 26 6*) max. number with one static mixer

FILLING QUANTITIES

INSTALLATION CAPSULE



For drill hole diameter 25mm, clean with compressed air



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TECHNICAL DATA

Highbond anchor FHB II-A L (long version)

Items to order only

zinc-plated steel

stainless steel

highly corrosion

resistant steel Appr

oval Drill hole

diameterDrill hole

depthAnchorage

depthFixture

thicknessThread Width

across nutSales unit

do

h0

hef

tfix

M SW Art.-No. Art.-No. Art.-No. ETA [mm] [mm] [mm] [mm] [mm] [pcs]

Item gvz A4 C

FHB II-A L M8 x 60/10 097032 097298 097696 1) ■ 10 75 60 10 M 8 13 10FHB II-A L M8 x 60/30 097033 097299 097697 1) ■ 10 75 60 30 M 8 13 10FHB II-A L M8 x 60/50 097034 097440 — ■ 10 75 60 50 M 8 13 10FHB II-A L M10 x 95/10 096907 0 97616 097698 1) ■ 12 110 95 10 M 10 17 10FHB II-A L M10 x 95/20 096940 097617 097699 1) ■ 12 110 95 20 M 10 17 10FHB II-A L M10 x 95/40 — 097618 — ■ 12 110 95 40 M 10 17 10FHB II-A L M10 x 95/60 096941 097619 — ■ 12 110 95 60 M 10 17 10FHB II-A L M10 x 95/100 096942 097620 — ■ 12 110 95 100 M 10 17 10FHB II-A L M12 x 100/10 506893 506897 — ■ 14 115 100 10 M 12 19 10FHB II-A L M12 x 100/25 506894 506898 — ■ 14 115 100 25 M 12 19 10FHB II-A L M12 x 100/40 — 506899 — ■ 14 115 100 40 M 12 19 10FHB II-A L M12 x 100/60 506895 506901 — ■ 14 115 100 60 M 12 19 10FHB II-A L M12 x 100/100 506896 506902 — ■ 14 115 100 100 M 12 19 10FHB II-A L M12 x 120/10 096943 097621 — ■ 14 135 120 10 M 12 19 10FHB II-A L M12 x 120/25 096944 097622 097700 1) ■ 14 135 120 25 M 12 19 10FHB II-A L M12 x 120/40 — 097623 097701 1) ■ 14 135 120 40 M 12 19 10FHB II-A L M12 x 120/60 097014 097624 — ■ 14 135 120 60 M 12 19 10FHB II-A L M12 x 120/100 097031 097625 — ■ 14 135 120 100 M 12 19 10FHB II-A L M16 x 125/30 506903 506906 — ■ 18 140 125 30 M 16 24 10FHB II-A L M16 x 125/60 506904 506909 — ■ 18 140 125 60 M 16 24 10FHB II-A L M16 x 125/100 506905 506910 — ■ 18 140 125 100 M 16 24 10FHB II-A L M16 x 145/30 506911 506914 — ■ 18 160 145 30 M 16 24 10FHB II-A L M16 x 145/60 506912 506915 — ■ 18 160 145 60 M 16 24 10FHB II-A L M16 x 145/100 506913 506916 — ■ 18 160 145 100 M 16 24 10FHB II-A L M16 x 160/30 097035 097626 097702 1) ■ 18 175 160 30 M 16 24 10FHB II-A L M16 x 160/60 097038 097627 — ■ 18 175 160 60 M 16 24 10FHB II-A L M16 x 160/100 097070 097628 — ■ 18 175 160 100 M 16 24 10FHB II-A L M20 x 210/50 097071 097629 097703 1) ■ 25 235 210 50 M 20 30 4FHB II-A L M20 x 210/150 052370 — — ■ 25 235 210 150 M 20 30 8FHB II-A L M24 x 210/50 506920 506921 — ■ 25 235 210 50 M 24 36 4

1) Prices and delivery time on request.

Type Drill hole diameter Min. drill hole depth Resin volume in scale units shown on the cartridge labels‘

corresponding scala

Anchorper cartridge FIS HB 345 S *)

[mm] [mm]

FHB II-A L M8 x 60 10 75 3 56FHB II-A L M10 x 95 12 110 5 34FHB II-A L M12 x 100 14 115 7 24FHB II-A L M12 x 120 14 135 7 24FHB II-A L M16 x 125 18 140 11 15FHB II-A L M16 x 145 18 160 13 13FHB II-A L M16 x 160 18 175 13 13FHB II-A L M20 x 210 25 235 33 5FHB II-A L M24 x 210 25 235 33 5

*) max. number with one static mixer

FILLING QUANTITIES

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1) The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of

L = 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 h

ef. 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.5) Valid for injection resin FIS HB. For using the glass capsule FHP II-P or FHP II-PF see approval.6) The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate

up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.

Cracked concrete Non-cracked concreteType Effective

anchorage depth

minimum substrate thickness

Installation torque

Permissible tensile load

Permissible shear load

Min.spacing

Min.edge

distance



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]

FHB II-A S M10x60 60 100 15,0 8,0 11,3 40 40 11,2 11,3 40 40FHB II-A S M10x75 75 120 15,0 11,1 11,3 40 40 12,0 11,3 40 40FHB II-A S M12x75 75 120 30,0 11,1 15,6 40 40 15,6 15,6 40 40FHB II-A S M16x95 95 150 50,0 15,9 29,0 50 50 22,3 29,0 50 50FHB II-A S M20x170 170 240 100,0 38,0 45,9 80 80 53,3 45,9 80 80FHB II-A S M24x170 170 240 100,0 38,0 65,3 80 80 53,3 65,3 80 80

Highbond anchor FHB II-A SHighest permissible loads for a single anchor1) 5) 6) in concrete C20/254)

For the design the complete approval ETA - 05/0164 has to be considered.

LOADS


anchorage depth

Minimum substrate thickness

Installation torque



Min.spacing

Min.edge

distance



Min.spacing

Min.edge


3) Vperm3) smin

2) cmin2) Nperm

3) Vperm3) smin

2) cmin2)


FHB II-A S M10x60 A4 60 100 15,0 8,0 13,8 40 40 11,2 13,8 40 40FHB II-A S M10x75 A4 75 120 15,0 11,1 13,8 40 40 12,0 13,8 40 40FHB II-A S M12x75 A4 75 120 30,0 11,1 19,3 40 40 15,6 19,3 40 40FHB II-A S M16x95 A4 95 150 50,0 15,9 31,7 50 50 22,3 35,8 50 50FHB II-A S M20x170 A4 170 240 100,0 38,0 55,9 80 80 53,3 55,9 80 80FHB II-A S M24x170 A4 170 240 100,0 38,0 71,1 80 80 53,3 71,1 80 80

Highbond anchor FHB II-A S A4Highest permissible loads for a single anchor1) 5) 6) in concrete C20/254)


LOADS


anchorage depth


Installation torque



Min.spacing

Min.edge

distance



Min.spacing

Min.edge


3) Vperm3) smin

2) cmin2) Nperm

3) Vperm3) smin

2) cmin2)


FHB II-A S M10x60 C 60 100 15,0 8,0 13,8 40 40 11,2 13,8 40 40FHB II-A S M10x75 C 75 120 15,0 11,1 13,8 40 40 12,0 13,8 40 40FHB II-A S M12x75 C 75 120 30,0 11,1 19,3 40 40 15,6 19,3 40 40FHB II-A S M16x95 C 95 150 50,0 15,9 31,7 50 50 22,3 35,8 50 50FHB II-A S M20x170 C 170 240 100,0 38,0 55,9 80 80 53,3 55,9 80 80FHB II-A S M24x170 C 170 240 100,0 38,0 76,0 80 80 53,3 80,6 80 80

Highbond anchor FHB II-A S CHighest permissible loads for a single anchor1) 5) 6) in concrete C20/254)


LOADS

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anchorage depth


Installation torque



Min.spacing

Min.edge

distance



Min.spacing

Min.edge


3) Vperm3) smin

2) cmin2) Nperm

3) Vperm3) smin

2) cmin2)


FHB II-A L M8x60 60 100 15,0 8,0 7,8 40 40 11,2 7,8 40 40FHB II-A L M10x95 95 140 20,0 15,9 11,9 40 40 16,4 11,9 40 40FHB II-A L M12x100 100 140 40,0 17,1 17,3 50 50 23,7 17,3 50 50FHB II-A L M12x120 120 170 40,0 22,5 17,3 50 50 23,7 17,3 50 50FHB II-A L M16x125 125 170 60,0 24,0 32,2 55 55 33,6 32,2 55 55FHB II-A L M16x145 145 190 60,0 29,9 32,2 60 60 42,0 32,2 60 60FHB II-A L M16x160 160 220 60,0 34,7 32,2 70 70 46,0 32,2 70 70FHB II-A L M20x210 210 280 100,0 52,2 50,2 90 90 65,5 50,2 90 90FHB II-A L M24x210 210 280 100,0 52,2 72,5 90 90 65,5 72,5 90 90

Highbond anchor FHB II-ALHighest permissible loads for a single anchor1) 5) 6) in concrete C20/254)


LOADS







4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.5) Valid for injection resin FIS HB. For using the glass capsule FHP II-P or FHP II-PF see approval.6) The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate



anchorage depth


Installation torque



Min.spacing

Min.edge

distance



Min.spacing

Min.edge


3) Vperm3) smin

2) cmin2) Nperm

3) Vperm3) smin

2) cmin2)


FHB II-A L M8x60 C 60 100 15,0 8,0 8,7 40 40 11,2 8,7 40 40FHB II-A L M10x95 C 95 140 20,0 15,9 13,3 40 40 16,4 13,3 40 40FHB II-A L M12x100 C 100 140 40,0 17,1 19,3 50 50 23,7 19,3 50 50FHB II-A L M12x120 C 120 170 40,0 22,5 19,3 50 50 23,7 19,3 50 50FHB II-A L M16x125 C 125 170 60,0 24,0 35,8 55 55 33,6 35,8 55 55FHB II-A L M16x145 C 145 190 60,0 29,9 35,8 60 60 42,0 35,8 60 60FHB II-A L M16x160 C 160 220 60,0 34,7 35,8 70 70 46,0 35,8 70 70FHB II-A L M20x210 C 210 280 100,0 52,2 55,9 90 90 65,5 55,9 90 90FHB II-A L M24x210 C 210 280 100,0 52,2 80,6 90 90 65,5 80,6 90 90

Highbond anchor FHB II-A L CHighest permissible loads for a single anchor1) 5) 6) in concrete C20/254)


LOADS


anchorage depth


Installation torque



Min.spacing

Min.edge

distance



Min.spacing

Min.edge


3) Vperm3) smin

2) cmin2) Nperm

3) Vperm3) smin

2) cmin2)


FHB II-A L M8x60 A4 60 100 15,0 8,0 8,7 40 40 11,2 8,7 40 40FHB II-A L M10x95 A4 95 140 20,0 15,9 13,3 40 40 16,4 13,3 40 40FHB II-A L M12x100 A4 100 140 40,0 17,1 19,3 50 50 23,7 19,3 50 50FHB II-A L M12x120 A4 120 170 40,0 22,5 19,3 50 50 23,7 19,3 50 50FHB II-A L M16x125 A4 125 170 60,0 24,0 35,8 55 55 33,6 35,8 55 55FHB II-A L M16x145 A4 145 190 60,0 29,9 35,8 60 60 42,0 35,8 60 60FHB II-A L M16x160 A4 160 220 60,0 34,7 35,8 70 70 46,0 35,8 70 70FHB II-A L M20x210 A4 210 280 100,0 52,2 55,9 90 90 65,5 55,9 90 90FHB II-A L M24x210 A4 210 280 100,0 52,2 80,6 90 90 65,5 80,6 90 90

Highbond anchor FHB II-A L A4Highest permissible loads for a single anchor1) 5) 6) in concrete C20/254)


LOADS


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FIS PM 360 S Powerbond resin

The high performance, efficient anchoring system in cracked concrete

APPLICATIONS

▪ Guard rails ▪ Consoles ▪ Steel consoles ▪ Timber construction ▪ High racking (warehouse) ▪ Silos ▪ Conveyor belt ▪ Signs & signals (installation) ▪ Machines ▪ Water filled drill holes

FUNCTIONING

▪ FIS PM Powerbond is a styrene free vinyl ester resin

▪ Suitable for pre-positioned and push through installation.

▪ The FIS PS sleeve is placed in the drilled hole, the hole is then filled with resin starting at the base.

▪ The FIS A threaded rod is set manually by lightly rotating in the drill hole until it reaches the end.

▪ The resin fully bonds the sleeve and rod to the drill hole wall and seals the mouth of the hole.

Installation example Steel girders

BUILDING MATERIALS

Approved for anchorings in: ▪ Concrete C20/25 to C50/60,


▪ Natural stone with dense structure

APPROVALS

ADVANTAGES

▪ Injection resin system with PowerSleeve technology for cracked concrete.

▪ Performance on the scale of highbond with the flexibility of an injection system with anchor rod.

▪ The Powerbond System consists ofthe injection resin FIS PM, the stainless steel PowerSleeve and the threaded rod FIS A or RGM.

▪ Variable embedment depths from 6x d to 12 x d.

▪ Approved for hammer and *diamond drilled holes plus water filled holes.

▪ Cost efficient: Just three sizes of Powersleeve for all FIS A anchor rod applications (M10, M12 & M16).

▪ Suitable for use in water filled holes.

INSTALLATION

TECHNICAL DATA

Item Art.-No.

Approval*ETA

Contents

Sales unit[pcs]

FIS PM 360 S 518785 ■ 1 cartridge 360 ml, 2 x static mixer FIS Mixer red 12FIS Mixer Red 96448 - 10

IMPORTANT: *ETA when used as a system with sleeve FIS PS and threaded rod FIS A

Injection resin FIS PM 360 S Resin nozzle FIS Mixer Red

Note: Step 2 (compressed air cleaning) is for diamond drilled holes ONLY.

2x

2x

2x

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TECHNICAL DATA

Sleeve FIS PS for threaded rod FIS A

Item

Art.-No. Appr

oval

*ETA

Drill holedo

[mm]

Min drilldepthHo,min

[mm]

Min anchorage depth

Hef,min

[mm]

Min fill level

[scale units]

fits sleevelength[mm]

Sales unit[pcs]

FIS PS M10 517871 ■ 14 60 60 4 FIS A M10, RGM10 60 10

FIS PS M12 517872 ■ 16 72 72 6 FIS A M12, RGM12 72 10FIS PS M16 517873 ■ 20 96 96 10 FIS A M16, RGM16 96 10

*ETA when used as a system with resin FIS PM 360 S and threaded rod FIS A

TECHNICAL DATA

Sleeve FIS PS with threaded rod FIS A

Item

zinc plated, steel grade

5.8 Art.-No.


8.8 Art.-No Ap

prov

al *

ETA Set Drill hole

do

[mm]

Min. anchorage

depthHo,min

[mm]

Max. anchorage

depthHo,max

[mm]

Min / Max fill level

[scale units]

Min /Max fixing

thickness

[mm]

Sales unit

[pcs]

P Bond FPB Set 10 x 12 519726 519719 ■ FIS A M10/FIS PS M10 14 60 96 4/7 37/1 10P Bond FPB Set 10 x 130 519727 519720 ■ FIS A M10/FIS PS M10 14 60 120 4/8 57/1 10P Bond FPB Set 12 x 120 519728 519721 ■ FIS A M10/FIS PS M10 16 72 103 6/9 32/1 10P Bond FPB Set 12 x 160 519729 519722 ■ FIS A M10/FIS PS M10 16 72 143 6/2 72/1 10P Bond FPB Set 12 x 200 519730 519723 ■ FIS A M10/FIS PS M10 16 72 144 6/2 112/40 10P Bond FPB Set 12 x 260 519731 - ■ FIS A M10/FIS PS M10 16 72 144 6/12 72/100 10P Bond FPB Set 16 x 150 519732 519724 ■ FIS A M10/FIS PS M10 20 96 129 10/18 34/1 10P Bond FPB Set 16 x 250 519733 519725 ■ FIS A M10/FIS PS M10 20 96 129 10/18 134/38 10

TECHNICAL DATA

Items to order onlyzinc plated, steel grade

5.8


8.8

stainless steel

Appr

oval

ETA Drill hole

diameter Min

anchoring depth

Fillquantity

Max. fixture

thickness

Max. anchorage

depth

Fillquantity

Max. fixture

thickness

Sales unit

do

hef, min

hef, min

Art.-No. Art.-No. Art.-No. [mm] [mm] [scale units] [mm] [mm] [scale units] [mm] pcsItem gvz A4

FIS A M 10 x 110 090278 - 090444 ■ 14 60 4 37 96 7 1 10FIS A M 10 x 130 090279 519478 090447 ■ 14 60 4 57 116 8 1 10FIS A M 10 x 150 090281 517935 090448 14 60 4 77 120 8 17 10FIS A M 10 x 170 044969 519395 044973 ■ 14 60 4 97 120 8 37 10FIS A M 10 x 190 - 517936 519420 14 60 4 117 120 8 57 10FIS A M 10 x 200 090282 519396 090449 ■ 14 60 4 127 120 8 57 10FIS A M 12 x 120 044971 519397 044974 ■ 16 72 6 32 103 9 1 10FIS A M 12 x 140 090283 519398 090450 ■ 16 72 6 52 123 11 1 10FIS A M 12 x 160 090284 517937 090451 ■ 16 72 6 72 143 12 1 10FIS A M 12 x 180 090285 519399 090452 ■ 16 72 6 92 144 12 20 10FIS A M 12 x 200 - 517938 519421 16 72 6 112 144 12 40 10FIS A M 12 x 210 090286 - 090453 ■ 16 72 6 122 144 12 50 10FIS A M 12 x 260 090287 - 090454 ■ 16 72 6 172 144 12 100 10FIS A M 16 x 130 044972 519400 044975 ■ 20 96 10 14 109 12 1 10FIS A M 16 x 175 090288 519401 090455 ■ 20 96 10 59 154 18 1 10FIS A M 16 x 200 090289 517938 090456 ■ 20 96 10 84 179 18 1 10FIS A M 16 x 250 090290 517940 090457 ■ 20 96 10 134 192 18 38 10FIS A M 16 x 300 090291 519402 090458 ■ 20 96 10 184 192 18 88 10

Threaded rod FIS AM

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TECHNICAL DATA

Items to order onlyzinc plated,

steel grade 5.8zinc plated,

steel grade 8.8stainless

steel

Appr

oval Drill hole diameter

PowerbondDrill hole diameter

FIS EMMax. useful length

FIS EMSales unit

do

do

tfix, max

Art.-No. Art.-No. Art.-No. ETA [mm] [mm] [mm] [pcs]Item gvz gvz A4

FIS A M 10 x 1000 509215 1) 509223 1) 509231 1) ■ 14 14 60 10FIS A M 12 x 1000 509216 1) 509224 1) 509232 1) ■ 16 14 70 10FIS A M 16 x 1000 509217 1) 509225 1) 509233 1) ■ 20 18 80 101) Order nut and washer separately.

Threaded rod FIS A 1m

TECHNICAL DATA


8

stainless, steel grade

A4-70

wrench sizeSW

U-disc(outside-Ø x thickness)

Fits Sales unit

Art.-No. Art.-No. [mm] [pcs]Item gvz gvz

Nut and washer M10 510510 510514 17 20 x 2 FIS A M10 x 1000 50Nut and washer M12 510511 510514 19 24 x 2.5 FIS A M12 x 1000 25Nut and washer M16 510512 510514 24 30 x 3 FIS A M16 x 1000 20

TECHNICAL DATA

Threaded rod RG M

Items to order only

zinc-plated steel

zinc-plated steel

stainless steel

Appr

oval

Drill hole diameter

Min.anchoring

depth

Min. fill level

Max. fixture

thickness

Max. effective anchorage

depth

Min. filllevel

Max. fixture

thickness

Sales unit

do

hef, min

hef, max

Art.-No. Art.-No. Art.-No. ETA [mm] [mm] [mm] [mm] [mm] [scale units] [mm] [pcs]Item gvz 8.8 A4

RG M 10 x 130 050257 050264 ■ 14 60 4 50 109 8 1 10RG M 10 x 165 050280 050294 ■ 14 60 4 85 120 8 25 10RG M 10 x 190 050281 050296 ■ 14 60 4 110 120 8 50 10RG M 10 x 220 - 519444 - ■ 14 60 4 140 120 8 80 10RG M 10 x 250 095703 ■ 14 60 4 170 120 8 110 10RG M 10 x 350 095718 1) 095709 1) ■ 16 60 4 270 120 8 210 10RG M 12 x 160 050258 050265 ■ 16 72 6 64 135 12 1 10RG M 12 x 200 E 050572 050576 2) ■ 16 72 6 104 144 12 32 10RG M 12 x 220 050283 519445 050297 ■ 16 72 6 124 144 12 52 10RG M 12 x 230 E 050574 050577 2) ■ 16 72 6 134 144 12 62 10RG M 12 x 250 050284 095702 ■ 16 72 6 154 144 12 82 10RG M 12 x 290 E 050575 050578 2) ■ 16 72 6 194 144 12 122 10RG M 12 x 300 050285 095705 ■ 16 72 6 204 144 12 132 10RG M 12 x 380 095720 095710 1) ■ 16 72 6 284 144 12 212 10RG M 12 x 600 — 095711 1) ■ 20 72 6 504 144 12 432 10RG M 16 x 165 050287 095704 ■ 20 96 10 37 134 14 1 10RG M 16 x 190 050259 050266 ■ 20 96 10 62 157 15 1 10RG M 16 x 235 E 090716 090721 ■ 20 96 10 107 192 18 11 10RG M 16 x 250 050288 050298 ■ 20 96 10 122 192 18 26 10RG M 16 x 270 — 519446 — ■ 20 96 10 142 192 18 46 10RG M 16 x 300 050289 050299 ■ 20 96 10 172 192 18 76 10RG M 16 x 380 095722 1) 095712 1) ■ 20 96 10 252 192 18 156 10RG M 16 x 500 095723 1) 095713 1) ■ 20 96 10 372 192 18 276 10

) Straight cut, setting tool is enclosed. 2) Delivery time on request. 3) Straight cut, additional setting tool required. E - extended anchoring depth

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HOLE CLEANING ACCESSORIES

Items to order only Description Fits Drill- Ø Sales unit

do

Item Art.-No. [mm] pcs

BS Ø 14 78180 - FIS PS 10+ FIS A M10 14 1BS Ø 16/18 78181 - FIS PS 12+ FIS A M12 16 1BS Ø 20 52277 - FIS PS 16+ FIS A M16 20 1SDS Holder 511961 internal thread M8

Cleaning brushesBS

Holder SDS

DISPENSERS

Item Art.-No. Suitable for Performance dataSales unit

[pcs]

FIS DM S 511118FIS V 360 S, FIS HB 345 S, FIS SB 390 S, FIS PB 360 S, FIS HB 150 C, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS P 360 S, FIS P 300 T and 1K-cartridges

— 1

FIS AM 056052FIS V 360 S, FIS HB 345 S, FIS HB 150 C, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS VT 300 T, FIS P 300 T and 1K-cartridges

— 1

FIS AP 058027FIS V 360 S, FIS HB 345 S, FIS SB 390 S, FIS PB 360 S. FIS HB 150 C, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS P 300 T, and 1K-cartridges

Recommeneded pressure 6 barAir compression Max. 40 I/min

1

FIS DC S 513423FIS HB 345 S, FIS EM 390 S, FIS V 360 S, FIS P 300 T, FIS VS 150 C and silicone cartridges

— 1

Charger DCC 4000 507791 — Charger 12 V // 230 V Euro plug 1Battery pack DC 507792 — Battery pack 12 V // 2,0 Ah // Ni-MH 1

Items to order only

DispenserFIS AM

Dispenser FIS DM S

Dispenser FIS DC S

Dispenser FIS AP

HOLE CLEANING ACCESSORIES

Items to order onlySales unit

Item Art.-No. pcs

ABP Compressed air cleaning gun 93286 1ABG Blow out pump 89300 1

Air cleaning gun ABP Blow out pump SDS

CURING TIME - FIS PM

Cartridge temperature FIS PM(minimum + 5°C)

Gelling timeFIS PM


Curing timeFIS PM

‒5°C – ± 0°C 360 min

± 0°C – + 5°C 180 min.

+ 5°C – +20°C 15 min. + 5°C – +20°C 90 min.

+20°C – +30°C 6 min. +20°C – +30°C 35 min.

+30°C – +40°C 2 min +30°C – +40°C 20 min

> +40°C 12 min > +40°C 12 min.


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1) The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of L= 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. 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. 6) The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval. For hammer-drilling as well as diamond-drilling.

TECHNICAL DATA

Cracked-concrete Non-cracked concreteType Min.

effectiveanchorage

depthhef,

min

[mm]

Max.effective

anchoragedepthhef,

max

[mm]

Min.substatesthickness

hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]

Permissibletensile load

N perm

3)

[kN]

Permissibleshear load

Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]Powerbond M10(A4-70)

60 100 20,0 8,0 9,2 50 50 11,2 9,2 55 55120 150 20,0 15,7 9,2 50 50 15,7 9,2 55 55

Powerbond M12(A4-70)

72 104 40,0 10,5 13,7 55 55 14,7 13,7 55 55144 176 40,0 22,5 13,7 55 55 22,5 13,7 55 55


96 136 60,0 16,1 25,2 60 60 22,6 25,2 55 55192 232 60,0 42,0 25,2 60 60 42,0 25,2 55 55

Injection system Powerbond with threaded rod FIS A (property class a4-70)Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0160 has to be considered.

TECHNICAL DATA


effectiveanchorage

depthhef,

min

[mm]

Max.effective

anchoragedepthhef,

max

[mm]

Min.substatesthickness

hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]Powerbond M10(A4-70)

60 100 20,0 8,0 13,1 50 50 11,2 13,1 55 55120 150 20,0 18,0 13,1 50 50 22,4 13,1 55 55


72 104 40,0 10,5 19,4 55 55 14,7 19,4 55 55144 176 40,0 25,9 19,4 55 55 32,4 19,4 55 55


96 136 60,0 16,1 32,2 60 60 22,6 36,0 55 55192 232 60,0 45,0 36,0 60 60 55,1 36,0 55 55

1) The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of L= 1,4 are considered. As an single anchor counts e.g. ananchor with a spacing s

≥ 3 x hef and an edge distance c ≥ 1,5 x hef. 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. 6) The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval. For hammer-drilling as well as diamond-drilling.

Injection system Powerbond with threaded rod FIS A (property class 8.8) Highest permissible loads for a single anchor1) 6) in concrete C20/254) For the design the complete approval ETA - 12/0160 has to be considered.

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The injection resin and glass capsule for cracked concrete

APPLICATIONS

FIS SB Resin: ▪ Heavy steel construction ▪ Silo installations ▪ High racks ▪ Sound proofing ▪ Guard rails ▪ Staircases ▪ Rebar connections (pending)

RSB Capsule : ▪ Overhead installations ▪ Water filled drill holes ▪ Diamond-drilled drill holes

ADVANTAGES

▪ The First system for cracked concrete with which threaded rods can be installed alternatively with Injection resin FIS SB (Superbond) resin cartridges or with RSB glass capsules.

▪ First resin capsule for cracked concrete. ▪ Highest application temperature range

from -40oC up to +150oC. ▪ The lowest installation temperature is

from -15oC with the resin cartridge and -30oC with the resin capsule.

▪ Variable embedment depth from 4xd to 20 x d with injection resin FIS SB.

▪ For resin capsule RSB there are three possible embedment depths per diameter for M10 - M16.

▪ RSB Capsule has an exteremely short curing time - (example: at 21oC: 5 minutes).

▪ Minimal drill hole cleaning required with capsule.

▪ RSB Capsule approved for use in diamond drilled holes and water filled holes.

FUNCTIONING

▪ FIS SB Superbond is a vinylester hybrid resin

▪ FIS A anchor rods can only be set with injection resin

▪ RG M anchor rods can be used with either FIS SB superbond resin or RSB resin capsules.

▪ Cartridges: Resin and hardener are stored separately in the cartridge and is not mixed or activated until extruded through a static mixer nozzle.

▪ Glass Capsules: During setting the tip of the anchor rod smashes and destroys the capsule which mixes and activates the resin.

Overhead applications - i.e. tunnel Guards and steel construction

BUILDING MATERIALS


cracked and non-crackedApproved for rebar connections in:

▪ Concrete C12/15 to C50/60 Also suitable for:


APPROVALS

FIS SB / RSB Superbond resin

FIS SB injection resin ▪ Blow out 2x, Brush 2x, blow out 2x using compressed air. ▪ Manual pump is allowed for non-cracked concrete and only for

holes dia <18mm and embedment <10dRSB resin capsule ▪ Blow out 4x using compressed air. ▪ Manual pump is allowed for non-cracked concrete and only for

holes dia <18mm and embedment <10 ▪ Diamond drilled holes must be flushed clean with water prior to Blow out 2x, Brush 2x (using power drill), blow out 2x using compressed air.

DRILL HOLE CLEANING

For correct installation procedures and required cleaning accessories please refer to ETA or call the fischer Technical Helpline: 01491 827 920

INSTALLATION

Resin

Diamond drilled holes must be flushed clean with water prior to blow out

2x

2x

2x

Capsule

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TECHNICAL DATA

Item

Art.-No.

ApprovalETA

Drill hole dia do

[mm]

Drill hole depth ho

[mm]

Anchorage depthhef

[mm]

Suitable for

Sales unit[pcs]

RSB 8 518807 ■ 10 80 80 RG M8 10RSB 10 Mini 518820 ■ 12 75 75/150* RG M10 10RSB 10 518821 ■ 12 90 90 RG M10/RG M8I 10RSB 12 Mini 518222 ■ 14 75 75/150* RG M12 10RSB 12 518823 ■ 14 110 RG M12/RG M10I 10RSB 16 Mini 518224 ■ 18 95 95/190* RG M16 10RSB 16 518225 ■ 18 125 125 RG M16/RG M12I 10RSB 16 E 518826 ■ 18 160 160 RG M16I 10RSB 20 518827 ■ 24 170 170 RG M20I 10RSB 20 E/24 518828 ■ 24 210 210 RG M20/RGM 24/RG M20I 5RSB 30 518829 ■ 30 280 280 RG M30 5


*2 x mini cartridges / double embedment depth

TECHNICAL DATA

Injection resin FIS SB

Item

Art.-No.ApprovalETA

Contents

Sales unit[pcs]

FIS SB 390 S 518831 ■ 1 cartridge 390 ml, 2 x static mixer FIS Mixer red 12FIS SB 585 S 519452 ■ 1 cartridge 585 ml, 2 x static mixer FIS Mixer red 12FIS SB 1500 S 519453 ■ 1 cartridge 1500 ml, 2 x static mixer FIS Mixer red 6FIS Mixer Red 96448 - - 10FIS Extension nozzle 48983 - - 10

Resin nozzle FIS Mixer Red

Temperature of concrete / anchor base

[oC]

Max. processing timetwork [minutes]

Min. curing timetcure[minutes]

-30 to -20 - - 120 hrs>-20 to -15 - - 48 hrs>-15 to -10 60 36 hrs 30 hrs>-10 to -5 30 24 hrs 16 hrs >-5 to +0 20 8 hrs 10 hrs>+0 to +5 13 4 hrs 45

>+5 to +10 9 120 30 >+10 to +20 5 60 20>+20 to +30 4 45 5>+30 to +40 2 30 3

FIS SB FIS SB RSB

CURING TIMESProcessing and curing times:Maximum permissible processing times and minimum curing times. (Minimum cartridge temperature 0oC; minimum capsule temperature -15oC).

Resin nozzle FIS Extension

▪ Shallow embedment depth with RSB mini

EMBEDMENT DEPTH EXAMPLES

▪ Standard embedment depth with RSB

▪ Double embedment depth with 2 x RSB mini

Resin Capsule RSB

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TECHNICAL DATA


8

stainless, steel grade

A4-70

wrench sizeSW

U-disc(outside-Ø x thickness)

Fits Sales unit

Art.-No. Art.-No. [mm] [pcs]Item gvz gvz

Nut and washer M8 510509 510113 13 16 x1.6 FIS A M80 x 1000 50Nut and washer M10 510510 510514 17 20 x 2 FIS A M10 x 1000 50Nut and washer M12 510511 510515 19 24 x 2.5 FIS A M12 x 1000 25Nut and washer M16 510512 510516 24 30 x 3 FIS A M16 x 1000 20Nut and washer M20 519737 519738 30 37 x 3 FIS A M20 x 1000 10

TECHNICAL DATA


5.8


8.8

stainless steel

Appr

oval

ETA

Drill hole diameter

Min. anchoring

depth

Fixture thickness

hef, min

FillquantityFIS SB

Max. anchorage

depth

Fixture thickness

hef, max

FillquantityFIS SB

Sales unit

do

hef, min

tfix, hef min

at h hef, min

hef, max

tfix, hef min

at h hef, min

Art.-No. Art.-No. Art.-No. [mm] [mm] [mm] [scale units] [mm] [mm] [mm] pcsItem gvz A4

FIS A M 8 x 90 90274 519390 90440 ■ 10 60 19 2 78 1 3 10FIS A M 8 x 110 90275 519391 90441 ■ 10 60 39 2 98 1 3 10FIS A M 8 x 130 90276 519329 90442 ■ 10 60 59 2 118 1 4 10FIS A M 8 x 175 90277 519393 90443 ■ 10 60 104 2 160 4 5 10FIS A M 8 x 1000* 509214 519394 509230 ■ 10 60 - 2 160 - 5 10FIS A M 10 x 110 090278 - 090444 ■ 12 60 37 3 96 1 4 10FIS A M 10 x 130 090279 519478 090447 ■ 12 60 57 3 116 1 5 10FIS A M 10 x 150 090281 517935 090448 ■ 12 60 77 3 136 1 5 10FIS A M 10 x 170 044969 519395 044973 ■ 12 60 97 3 16 1 6 10FIS A M 10 x 190 - 517936 519420 ■ 12 60 117 3 176 1 7 10FIS A M 10 x 200 090282 519396 090449 ■ 12 60 127 3 186 1 7 10FIS A M 10 x 1000* 509215 509223 509231 ■ 12 60 - 3 200 - 7 10FIS A M 12 x 120 044971 519397 044974 ■ 14 70 34 3 103 1 5 10FIS A M 12 x 140 090283 519398 090450 ■ 14 70 54 3 123 1 6 10FIS A M 12 x 160 090284 517937 090451 ■ 14 70 74 3 143 1 7 10FIS A M 12 x 180 090285 519399 090452 ■ 14 70 94 3 163 1 7 10FIS A M 12 x 200 - 517938 519421 ■ 14 70 114 3 183 1 8 10FIS A M 12 x 210 090286 - 090453 ■ 14 70 124 3 193 1 9 10FIS A M 12 x 260 090287 - 090454 ■ 14 70 174 3 240 4 10 10FIS A M 12 x 1000* 509216 509224 509232 ■ 14 70 - 3 240 - 10FIS A M 16 x 130 044972 519400 044975 ■ 18 80 30 5 109 1 7 10FIS A M 16 x 175 090288 519401 090455 ■ 18 80 75 5 154 1 10 10FIS A M 16 x 200 090289 517938 090456 ■ 18 80 100 5 179 1 11 10FIS A M 16 x 250 090290 517940 090457 ■ 18 80 150 5 229 1 14 10FIS A M 16 x 300 090291 519402 090458 ■ 18 80 200 5 279 1 17 10FIS A M 16 x 1000* 509217 509225 509233 ■ 18 80 - 5 320 - 19 10FIS A M 20 x 245 90292 519404 90459 ■ 24 90 131 11 220 1 28 10FIS A M 20 x 290 90293 519406 90460 ■ 24 90 176 11 265 1 32 10FIS A M 20 x 1000* - 519410 519427 ■ 24 90 - 11 400 - 48 10FIS A M 24 x 290 90294 - 90468 ■ 28 96 165 15 260 1 39 5FIS A M 24 x 380 90295 - 90462 ■ 28 96 255 15 350 1 52 5FIS A M 30 x 340 90296 - 90463 ■ 35 120 185 28 304 1 67 5FIS A M 30 x 430 90297 - 90464 ■ 35 120 275 28 394 1 88 5

Threaded rod FIS A

* Order nut and washer separately.

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TECHNICAL DATA

Threaded rod RG M

short anchorage depth hef, 1

standard anchorage depth hef, 2

longest anchorage depth hef, 2

Items to order only

zinc-plated steel5.8

zinc-plated steel88

stainless Steel

A4-70

steel highly

resistant to

corrosion1.4529

Appr

oval

ETA

Drill

hol

e di

amet

er

Anch

orag

e

dept

h

Fixt

ure

thic

knes

s

No. o

f cap

sule

san

d ty

pe

Anch

orag

e

dept

h

Fixt

ure

thic

knes

s

No. o

f cap

sule

san

d ty

pe

Anch

orag

e

dept

h

Fixt

ure

thic

knes

s

No. o

f cap

sule

san

d ty

pe

Sale

s u

nit

do

hef, 1

tfix, 1

hef, 2

tfix, 2

hef, 3

tfix, 3

Art.-No. Art.-No. Art.-No. Art.-No. [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [pcs]Item

RG M 8 x 115 050256 050263 096316 10 80 14 1xRSB 8 10RG M 8 x 150 095698 519443 050293 10 80 54 1xRSB 8 10RG M 8 x 250 095699 095700 10 80 154 1xRSB 8 10RG M 8 x 350 - 095708 10 80 254 1xRSB 8 10RG M 10 x 130 050257 050264 096217 ■ 12 75 35 1xRSB 10 mini 90 20 1xRSB 10 10RG M 10 x 165 050280 050294 ■ 12 75 704 1xRSB 10 mini 90 55 1xRSB 10 10RG M 10 x 190 050281 050296 ■ 12 75 95 1xRSB 10 mini 90 80 1xRSB 10 150 20 1xRSB 10 mini 10RG M 10 x 220 - 519444 - ■ 12 75 125 1xRSB 10 mini 90 110 1xRSB 10 150 50 1xRSB 10 mini 10RG M 10 x 250 095703 095701 ■ 12 75 155 1xRSB 10 mini 90 140 1xRSB 10 150 80 1xRSB 10 mini 10RG M 10 x 300 512246 12 75 205 1xRSB 10 mini 90 190 1xRSB 10 150 130 1xRSB 10 mini 10RG M 10 x 350 095718 095709 ■ 12 75 255 1xRSB 10 mini 98 240 1xRSB 10 150 180 1xRSB 10 mini 10RG M 12 x 160 050258 050265 096218 ■ 14 75 61 1xRSB 12 mini 110 26 1xRSB 12 - - - 10RG M 12 x 180 512248 512249 14 75 81 1xRSB 12 mini 110 46 1xRSB 12 150 6 2xRSB 12 mini 10RG M 12 x 200 E 050572 050576 ■ 14 75 101 1xRSB 12 mini 110 66 1xRSB 12 150 26 2xRSB 12 mini 10

RG M 12 x 220 050283 519445 050297 ■ 14 75 121 1xRSB 12 mini 110 86 1xRSB 12 150 46 2xRSB 12 mini 10

RG M 12 x 230 E 050574 050577 ■ 14 75 131 1xRSB 12 mini 110 96 1xRSB 12 150 56 2xRSB 12 mini 10RG M 12 x 250 050284 095702 ■ 14 75 151 1xRSB 12 mini 110 116 1xRSB 12 150 76 2xRSB 12 mini 10RG M 12 x 290 E 050575 050578 ■ 14 75 191 1xRSB 12 mini 110 156 1xRSB 12 150 116 2xRSB 12 mini 10RG M 12 x 300 050285 095705 ■ 14 75 201 1xRSB 12 mini 110 166 1xRSB 12 150 126 2xRSB 12 mini 10RG M 12 x 380 095720 095710 ■ 14 75 281 1xRSB 12 mini 110 246 1xRSB 12 150 206 2xRSB 12 mini 10RG M 12 x 600 — 095711 ■ 14 75 501 1xRSB 12 mini 110 466 1xRSB 12 150 426 2xRSB 12 mini 10RG M 16 x 165 050287 095704 ■ 18 95 38 1xRSB 16 mini 125 8 1xRSB 16 - - 10RG M 16 x 190 050259 050266 096219 ■ 18 95 63 1xRSB 16 mini 125 33 1xRSB 16 - - 10RG M 16 x 235 E 090716 090721 ■ 18 95 108 1xRSB 16 mini 125 78 1xRSB 16 190 13 2xRSB 16 mini 10RG M 16 x 250 050288 050298 ■ 18 95 123 1xRSB 16 mini 125 93 1xRSB 16 190 28 2xRSB 16 mini 10RG M 16 x 270 - 519446 ■ 18 95 143 1xRSB 16 mini 125 113 1xRSB 16 190 48 2xRSB 16 mini 10RG M 16 x 275 E 090717 090722 18 95 148 1xRSB 16 mini 125 118 1xRSB 16 190 53 2xRSB 16 mini 10RG M 16 x 300 050289 050299 ■ 18 95 173 1xRSB 16 mini 125 143 1xRSB 16 190 78 2xRSB 16 mini 10RG M 16 x 380 095722 095712 ■ 18 95 253 1xRSB 16 mini 125 223 1xRSB 16 190 158 2xRSB 16 mini 10RG M 16 x 500 095723 095713 ■ 18 95 372 1xRSB 16 mini 125 343 1xRSB 16 190 278 2xRSB 16 mini 10RG M 20 x 220 502251 - 25 170 14 1xRSB 20 - - 10RG M 20 x 260 050260 050267 25 170 54 1xRSB 20 210 14 1xRSB 20/E 24 10RG M 20 x 290 - 519447 - 25 170 84 1xRSB 20 210 44 1xRSB 20/E 24 10RG M 20 x 330 E 090718 090723 25 170 124 1xRSB 20 210 84 1xRSB 20/E 24 10RG M 20 x 350 095707 095706 25 170 144 1xRSB 20 210 104 1xRSB 20/E 24 10RG M 20 x 500 095725 - 25 170 294 1xRSB 20 210 254 1xRSB 20/E 24 10RG M 24 x 295 - 519448 - 28 210 56 1xRSB 20/E 24 10RG M 24 x 300 050261 050268 28 210 61 1xRSB 20/E 24 10RG M 24 x 380 E 090719 090724 28 210 141 1xRSB 20/E 24 10RG M 24 x 400 095727 095715 28 210 161 1xRSB 20/E 24 10

RG M 24 x 600 095728 - 28 210 361 1xRSB 20/E 24 10RG M 30 x 380 050262 090726 35 280 65 1xRSB 30 10RG M 30 x 500 095730 - 35 280 185 1xRSB 30 10

E - extended anchoring depth

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TECHNICAL DATA

Internal threaded anchor RG MI

zinc-plated steel

stainless steel

Appr

oval

ETA

Connection thread

M

Drill diameter

do

Anchorage depth

hef

RSB Fill quantity

Applybolt

penetration

Max.bolt

penetration

Sales units

Art.-No. Art.-No. [mm] [mm] [scale units] [mm] [mm] [pcs]Item gvz A4

RG 12 x 90 M8 I 050552 1) 050565 1) ■ M8 14 90 RSB 10 5 8 18RG 16 x 90 M10 I 050553 1) 050566 1) ■ M10 18 90 RSB 12 7 10 23RG 18 x 125 M12 I 050562 1) 050567 1) ■ M12 20 125 RSB 16 11 12 26RG 22 x 160 M16 I 050563 1) 050568 1) ■ M16 24 160 RSB 16 E 17 16 35RG 28 x 200 M20 I 050564 1) 050568 M20 32 200 RSB 20E/24 48 20 451) Setting tool is included in each package.


Items to order onlyDescription

Sales unit

Item Art.-No. pcs

ABP Compressed air cleaning gun 93286 For cleaning drill holes 1ABG Blow out pump 89300 For cleaning drill holes 1Centring wedge 93076 For overhead applications 1RA-SDS Machine Setting Tool 062420 Setting Tool for hammerdrill with SDS S holder 1

Air cleaning gun ABP Blow out pump SDS Centring Wedge Setting tool RA SDS



Items to order only Description Fits Drill- Ø Sales unit

do

Item Art.-No. [mm] pcs

BS Ø 10 078178 - RG M8 /RG M5I 10 1BS Ø 12 078178 - RG M10 /RG M5I 12 1BS Ø 14 078181 - RG M12 /RG M5I 14 1BS Ø 18 052277 RG M16 /RG M5I 16/18 1BS Ø 20 078182 RG M12I 20 1BS Ø 24 097806 RG M20 /RG M5I 24 1BS Ø 25 078183 RG M20 /RG M5I 27 1BS Ø 28 078184 RG M24 /27 30 1BS Ø 35 511961 RG M30 /RG M20I 40 1SDS Holder 511961 internal thread M8 - - 1Brush Extension 508791 for deep drill holes - - 1

Cleaning brushesBS

Holder SDS

DISPENSER GUNS

Dispenser FIS DC S

DispenserFIS DP S-L

Dispenser FIS AP

Dispenser FIS DM S-L

Dispenser FIS DM S


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TECHNICAL DATA

Cracked-concrete Non-cracked concreteType Min. Effective

anchoragedepthhef,

min

[mm]

Max. Effectiveanchorage

depthhef,

min

[mm]

Min.substatethickness

hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]

FIS A M8 (8.8) 60 100 10,0 4,7 8,6 40 40 8,6 8,6 40 40160 190 10,0 12,4 8,6 40 40 14,3 8,6 40 40

FIS A M10 (8.8)60 100 20,0 6,3 12,6 45 45 11,2 13,1 45 45

200 230 20,0 20,9 13,1 45 45 22,4 13,1 45 45

FIS A M12 (8.8)70 100 40,0 9,4 18,8 55 55 14,1 19,4 55 55

240 270 40,0 32,3 19,4 55 55 32,4 19,4 55 55

FIS A M16 (8.8)80 116 60,0 12,3 24,5 65 65 17,2 34,4 65 65

320 356 60,0 57,4 36,0 65 65 60,0 36,0 65 65

FIS A M20 (8.8)90 138 120,0 14,6 29,3 85 85 20,5 41,1 85 85

400 448 120,0 89,8 56,0 85 85 93,3 56,0 85 85

FIS A M24 (8.8)96 152 150,0 16,1 32,2 105 105 22,6 45,2 105 105

480 536 150,0 129,3 80,6 105 105 134,3 80,6 105 105

FIS A M27 (8.8)108 168 200,0 19,2 38,5 120 120 27,0 54,0 120 120

540 600 200,0 163,6 105,1 120 120 175,2 105,1 120 120

FIS A M30 (8.8)120 190 300,0 22,5 45,1 140 140 31,6 63,2 140 140

600 670 300,0 202,0 128,6 140 140 213,8 128,8 140 1401) The partial safety factors for material resistance as regulated in the approval as well as a partialsafety factor for load actions of

L= 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.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 edgedistances or spacings (anchor groups) see approval.

4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C). For higher temperature range refere to approval or consult the fischer technical department. Forming of the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor may be installed in dry or damp concrete. 7) The given values apply to the threaded rod RGM of the same property class

Superbond injection resin FIS SB with threaded rod FIS A7) (property class 8.8) Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.

TECHNICAL DATA


anchoragedepthhef,

min

[mm]


depthhef,

min

[mm]


hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]FIS A M8 (A4-70)

60 100 10,0 4,7 6,0 40 40 8,6 6,0 40 40160 190 10,0 9,9 6,0 40 40 9,9 6,0 40 40

FIS A M10 (A4-70)

60 100 20,0 6,3 9,2 45 45 11,2 9,2 45 45200 230 20,0 15,7 9,2 45 45 15,7 9,2 45 45

FIS A M12 (A4-70)

70 100 40,0 9,4 13,7 55 55 14,1 13,7 55 55240 270 40,0 22,5 13,7 55 55 22,5 13,7 55 55

FIS A M16 (A4-70)

80 116 60,0 12,3 24,5 65 65 17,2 25,2 65 65320 356 60,0 40,0 25,2 65 65 42,0 25,2 65 65

FIS A M20 (A4-70)

90 138 120,0 14,6 29,3 85 85 20,5 39,4 85 85400 448 120,0 65,7 39,4 85 85 65,7 39,4 85 85

FIS A M24 (A4-70)

96 152 150,0 16,1 32,2 105 105 22,6 45,2 105 105480 536 150,0 94,3 56,8 105 105 94,3 56,8 105 105

FIS A M27 (A4-70)

108 168 200,0 19,2 38,5 120 120 27,0 54,0 120 120540 600 200,0 123,0 73,7 120 120 123,0 73,7 120 120

FIS A M30 (A4-70)

120 190 300,0 22,5 45,1 140 140 31,6 63,21 140 140600 670 300,0 150,1 90,2 140 140 150,1 90,2 140 140

1) The partial safety factors for material resistance as regulated in the approval as well as a partialsafety factor for load actions of




Superbond injection resin FIS SB with threaded rod FIS A7) (property class A4.70) Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.

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TECHNICAL DATA


anchoragedepthhef,

min

[mm]


depthhef,

min

[mm]


hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]

FIS A M8 (C-70) 60 100 10,0 4,7 7,4 40 40 8,6 7,4 40 40160 190 10,0 12,4 7,4 40 40 12,4 7,4 40 40

FIS A M10 (C-70) 60 100 20,0 6,3 11,4 45 45 11,2 11,4 45 45200 230 20,0 19,5 11,4 45 45 19,5 11,4 45 45

FIS A M12 (C-70) 70 100 40,0 9,4 17,1 55 55 14,1 17,1 55 55240 270 40,0 28,1 17,1 55 55 28,1 17,1 55 55

FIS A M16 (C-70) 80 116 60,0 12,3 24,5 65 65 17,2 31,4 65 65320 356 60,0 52,4 31,4 65 65 52,4 31,4 65 65

FIS A M20 (C-70) 90 138 120,0 14,6 29,3 85 85 20,5 41,1 85 85400 448 120,0 81,9 49,1 85 85 81,9 49,1 85 85

FIS A M24 (C-70)

96 152 150,0 16,1 32,2 105 105 22,6 45,2 105 105480 536 150,0 117,6 70,9 105 105 117,6 70,9 105 105

FIS A M27 (C-70) 108 168 200,0 19,2 38,5 120 120 27,0 54,0 120 120540 600 200,0 153,3 92,0 120 120 153,3 92,0 120 120

FIS A M30 (C-70) 120 190 300,0 22,5 45,1 140 140 31,6 63.2 140 140600 670 300,0 187,1 112,6 140 140 187,1 112,6 140 140





Superbond injection resin FIS SB with threaded rod FIS A7) (property class C-70) Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.

TECHNICAL DATA


anchoragedepthhef,

min

[mm]


depthhef,

min

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]

RG M8 I 90 120 10,0 8,1 8,3 55 55 13,8 8,3 55 55RG M10 I 90 125 20,0 10,8 13,3 65 65 20,5 13,3 65 65RG M12 I 125 165 40,0 16,8 19,3 75 75 32,4 19,3 75 75RG M16 I 160 205 80,0 26,3 30,3 95 95 48,7 30,9 95 95RG M20 I 200 620 120,0 41,9 51,4 125 125 68,0 51,4 125 125




4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C). For higher temperature range refere to approval or consult the fischer technical department. Forming of the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor may be installed in dry or damp concrete. 7) The given values apply to the superbond resin capsule RSB.

Superbond injection resin FIS SB7) with internal threaded anchor RG MI (property class 8.8) Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.

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TECHNICAL DATA


anchoragedepthhef,

min

[mm]


depthhef,

min

[mm]

Max.torque

momentT

inst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distancec

min 2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distancec

min 2)

[mm]

RG M8 I A4 90 120 10,0 8,1 5,9 55 55 9,9 5,9 55 55RG M10 I A4 90 125 20,0 10,8 9,3 65 65 15,7 9,3 65 65RG M12 I A4 125 165 40,0 16,8 13,5 75 75 22,5 13,5 75 75RG M16 I A4 160 205 80,0 26,3 25,1 95 95 42,0 25,1 95 95RG M20 I A4 200 620 120,0 41,9 39,4 125 125 65,7 39,4 125 125




4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C). For higher temperature range refere to approval or consult the fischer technical department. Forming of the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor may be installed in dry or damp concrete. 7) The given values apply to the superbond resin capsule RSB.

Superbond injection resin FIS SB7) with internal threaded anchor RG MI A4 (property class 8.8) Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.

TECHNICAL DATA


Effectiveanchorage

depthhef,

min

[mm]

Max. Effective

anchoragedepthhef,

min

[mm]

Min.Substratethickness

hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]

Ø 8 mm60 100 - 6,5 6.5 40 40 5.7 6.6 40 40

160 190 - 8,6 6.6 40 40 14.3 6.6 40 40

Ø 10 mm60 100 - 5,4 10.3 45 45 7.6 10.3 45 45

200 230 - 18,0 10.3 45 45 22.4 10.3 45 45

Ø 12 mm70 102 - 7,5 14.8 55 55 11.3 14.8 55 55

240 272 - 25,9 14.8 55 55 32.1 14.8 55 55

Ø 14 mm75 111 - 9,4 18.8 60 60 14.9 20.2 60 60

280 316 - 35,2 20.2 60 60 43.4 20.2 60 60

Ø 16 mm80 120 - 12,3 24.5 65 65 17.2 26.3 65 65

320 350 - 53,6 26.3 65 65 56.6 26.3 65 65

Ø 20 mm90 140 - 14,6 29.3 85 85 20.5 41.1 85 85

400 450 - 71,8 41.4 85 85 88.3 41.4 85 85

Ø 25 mm100 160 - 17,1 34.3 110 110 24.0 48.1 110 110

500 560 - 112,2 64.3 110 110 137.8 64.3 110 110

Ø 28 mm112 182 - 20,3 40.6 130 130 28.5 57.0 130 130

560 630 - 140,7 81.0 130 130 173.0 81.0 130 130

Ø 32 mm128 208 - 24,8 49.7 160 160 34.8 69.6 160 160

640 720 - 183,8 105.2 160 160 226.0 105.2 160 160




4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C). For higher temperature range refere to approval or consult the fischer technical department. Forming of the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor may be installed in dry or damp concrete.

Superbond injection resin FIS SB with Rebars B500B Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.

27

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TECHNICAL DATASuperbond resin capsule RSB with threaded rod RGM C (property class C-70) Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.

Cracked-concrete Non-cracked concreteType Embedment

typeEffective

anchoragedepthhef,

min

[mm]


hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]RSB 8 1 x standard 80 110 10,0 4,8 8,6 40 40 9,6 8,6 40 40RSB 10 mini 1 x mini 75 105 20,0 6,1 13,1 45 45 11,2 13,1 45 45RSB 10 1 x standard 90 120 20,0 7,3 13,1 45 45 13,5 13,1 45 45RSB 10 2 x mini 150 180 20,0 12,2 13,1 45 45 22,4 13,1 45 45RSB 12 mini 1 x mini 75 105 40,0 10,1 19,4 55 55 15,6 19,4 55 55RSB 12 1 x standard 110 140 40,0 14,8 19,4 55 55 23,7 19,4 55 55RSB 12 2 x mini 150 180 40,0 20,2 19,4 55 55 32,3 19,4 55 55RSB 16 mini 1 x mini 95 131 60,0 15,9 31,7 65 65 22,3 31,7 65 65RSB 16 1 x standard 125 161 60,0 22,4 36,0 65 65 33,6 36,0 65 65RSB 16 E 1 x long 190 226 60,0 34,1 36,0 65 65 59,1 36,0 65 65RSB 20 1 x standard 170 218 120,0 38,0 56,0 85 85 53,3 56,0 85 85RSB 20 E /24 1 x long 210 258 120,0 47,1 56,0 85 85 73,2 56,0 85 85RSB 24 1 x standard 210 266 150,0 52,2 80,6 105 105 73,2 80,6 105 105RSB 30 1 x standard 280 350 300,0 80,3 128.6 140 140 112,7 128.6 140 140





TECHNICAL DATASuperbond resin capsule RSB with threaded rod RGM A4 (property class A4-70) Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.


typeEffective

anchoragedepthhef,

min

[mm]


hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)







28

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TECHNICAL DATASuperbond resin capsule RSB with threaded rod RGM / FIS A in diamond drilled holes (property class 8.8) Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.


typeEffective

anchoragedepthhef,

min

[mm]


hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]RSB 8 1 x standard 80 110 10,0 - - - - 11,5 8,6 40 40RSB 10 mini 1 x mini 75 105 20,0 - - - - 14,6 13,1 45 45RSB 10 1 x standard 90 120 20,0 - - - - 17,5 13,1 45 45RSB 10 2 x mini 150 180 20,0 - - - - 22,4 13,1 45 45RSB 12 mini 1 x mini 75 105 40,0 - - - - 15,6 19,4 55 55RSB 12 1 x standard 110 140 40,0 - - - - 25,7 19,4 55 55RSB 12 2 x mini 150 180 40,0 - - - - 32,4 19,4 55 55RSB 16 mini 1 x mini 95 131 60,0 15,9 31,7 65 65 22,3 31,7 65 65RSB 16 1 x standard 125 161 60,0 22,4 36,0 65 65 33,6 36,0 65 65RSB 16 E 1 x long 190 226 60,0 34,1 36,0 65 65 60 36,0 65 65RSB 20 1 x standard 170 218 120,0 38,0 56,0 85 85 53,3 56,0 85 85RSB 20 E /24 1 x long 210 258 120,0 47,1 56,0 85 85 73,2 56,0 85 85RSB 24 1 x standard 210 266 150,0 52,2 80,6 105 105 73,2 80,6 105 105RSB 30 1 x standard 280 350 300,0 80,3 128.6 140 140 112,7 128.6 140 140




4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.6)The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C). For higher temperature range refere to approval or consult the fischer technical department. Forming of the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor may be installed in dry or damp concrete.

TECHNICAL DATASuperbond resin capsule RSB with threaded rod RGM / FIS A in diamond drilled, Water filled holes (property class 8.8) Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0259 has to be considered.


typeEffective

anchoragedepthhef,

min

[mm]


hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]RSB 8 1 x standard 80 110 10,0 - - - - 11,5 8,6 40 40RSB 10 mini 1 x mini 75 105 20,0 - - - - 14,6 13,1 45 45RSB 10 1 x standard 90 120 20,0 - - - - 17,5 13,1 45 45RSB 10 2 x mini 150 180 20,0 - - - - 22,4 13,1 45 45RSB 12 mini 1 x mini 75 105 40,0 - - - - 15,6 19,4 55 55RSB 12 1 x standard 110 140 40,0 - - - - 25,7 19,4 55 55RSB 12 2 x mini 150 180 40,0 - - - - 32,4 19,4 55 55RSB 16 mini 1 x mini 95 131 60,0 15,9 31,7 65 65 22,3 31,7 65 65RSB 16 1 x standard 125 161 60,0 22,4 36,0 65 65 33,6 36,0 65 65RSB 16 E 1 x long 190 226 60,0 34,1 36,0 65 65 60 36,0 65 65RSB 20 1 x standard 170 218 120,0 38,0 56,0 85 85 53,3 56,0 85 85RSB 20 E /24 1 x long 210 258 120,0 47,1 56,0 85 85 73,2 56,0 85 85RSB 24 1 x standard 210 266 150,0 52,2 80,6 105 105 73,2 80,6 105 105RSB 30 1 x standard 280 350 300,0 80,3 128.6 140 140 112,7 128.6 140 140




4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C). For higher temperature range refere to approval or consult the fischer technical department. Forming of the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor may be installed in dry or damp concrete in addition to water filled holes.

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TECHNICAL DATASuperbond resin capsule RSB with threaded rod RGM / FIS A (property class 8.8) Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.


typeEffective

anchoragedepthhef,

min

[mm]


hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)






TECHNICAL DATASuperbond resin capsule RSB with threaded rod FIS A (property class 8.8) in hammerdrilled holesHighest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 12/0258 has to be considered.


typeEffective

anchoragedepthhef,

min

[mm]


hmin

[mm]

Max.torque

moment

Tinst,max

[Nm]


N perm

3)

[kN]


Vperm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)

[mm]


N perm

3)

[kN]


V perm

3)

[kN]

Min.spacing

s min

2)

[mm]

Min.edge

distance

c min

2)






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Rail fastenings Underwater applications

The powerful epoxy injection resin for rebar connections and cracked concrete

ADVANTAGES

▪ The FIS EM resin achieves very high load levels for safe use in cracked and non-cracked concrete.

▪ It is suitable for diamond-drilled drill holes, providing greater flexibility on the construction site.

▪ Low resin shrinkage allows for a maximum applied load, including large threaded rod diameters.

▪ FIS EM epoxy resin can also be used underwater.

▪ Approved temperature resistance of -40°C to +72°C offers a stable load level, even when subjected to increased temperature demands.

▪ FIS EM has extended gelling times and is therefore particularly suitable for repeated installation and rebar connections.

APPLICATIONS

Injection resin for use in cracked and non-cracked concrete with:

▪ Threaded rods FIS A / RG M. ▪ Internal threaded anchor RG MI

For rebar connections with: ▪ Concrete steel bars ▪ Rebar anchor FRA ▪ Ideal for: ▪ Diamond-drilled drill holes ▪ Underwater applications ▪ Fixing large diameter rebars ▪ Fixing deep embedment depths

FUNCTIONING

▪ The FIS EM is a 2-component injection resin system based on epoxy resin.

▪ Resin and hardener are stored in two separate chambers and are not mixed and activated until extruded through the static mixer.

▪ The professional injection cartridges are quick and easy to use with fischer dispensers.

▪ Partially used cartridges can be reused, simply by changing the static mixer.

BUILDING MATERIALS


cracked and non-crackedApproved for rebar connections in:

▪ Concrete C12/15 to C50/60Also suitable for:


APPROVALS

FIS EM Injection resin

NEW Screw top!

NEWS....

▪ New screw top for FIS EM 390 S. ▪ One mixer (FIS Mixer Red) for high

performance resin. ▪ Article number (96448) stays the

same, ordering remains unchanged.

▪ OLD: Bayonet top ▪ NEW: Screw top

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Cleaning brush BS for concrete Cleaning brush with thread M 8

Items to order only Brush diameter For drill diameter Sales unit


BS ø 12 078179 13 12 1BS ø 14 078180 16 14 1BS ø 16/18 078181 20 16/18 1BS ø 24 078182 26 24 1BS ø 25 097806 27 25 1BS ø 28 078183 30 28 1BS ø 35 078184 40 30/32/35 1Brush for drill-Ø 40 mm 505061 42 40 1Brush for drill-Ø 45 mm 506254 47 45 1Brush for drill-Ø 55 mm 505062 58 55 1FIS brush extension 508791 — — 1

TECHNICAL DATA

Injection resin FIS EM 390 S Injection resin FIS EM 585 S

Injection resin FIS EM 1500 S Static Mixer Red

Items to order only

Appr

oval

Languages on the cartridge Contents Sales unit

Item Art.-No. DIBt ETA [pcs]

FIS EM 390 S 093049 ▯ ■ GB, CZ, PL, GR, PRC, ROK 1 cartridge 390 ml, 2 x static mixer FIS Mixer Red 6FIS EM 585 S 508831 ▯ ■ GB, CZ, PL, GR, PRC, ROK 1 cartridge 585 ml, 2 x static mixer FIS Mixer Red 6FIS EM 1500 S 512080 ▯ ■ D, NL, GB, F, E, PRC, JP, ROK, I, P, PL, CZ 1 cartridge 1100 ml, 2 x static mixer FIS Mixer Red 6Mixer Red 096448 — — — static mixers 10FIS Extension nozzle 048983 - extension nozzles 10

5

Cartridge temperature Gelling time Temperatureat anchoring base

Curing time

(resin)

+ 5°C – +10°C 2 hrs. + 5°C – +10°C 40 hrs.+10°C – +20°C 30 min. +10°C – +20°C 18 hrs.+20°C – +30°C 14 min. +20°C – +30°C 10 hrs.+30°C – +40°C 7 min. +30°C – +40°C 5 hrs.

The above times apply from the moment of contact between resin and hardener in the static mixer.For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced.

CURING TIME

FIS EM Injection resin

Compressed-air cleaning gun

Item to order only Fits Sales unitItem Art.-No. [pcs]

Compressed-air cleaning gun ABP 059456 FIS A M 16 - M 30 1


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Crash barriers and sound insulation walls Bridge railings

The variable fixing system for cracked concrete

ADVANTAGES

▪ High bond strength is achieved when the FIS A anchor is used with injection resin FIS EM. The system achieves a very high load capacity in both cracked and non-cracked concrete, resulting in safe applications.

▪ Variable anchorage depths from 4x to 20x the rod diameter provides a flexible solution to meet a wide spectrum of required loads and ensures the most effective use of installation time and use of materials.

▪ The low anchorage depth allows for use in thin base materials.

▪ The FIS EM system allows for threaded rod diameters of up to M30 for maximum applied loads.

▪ The wide range of approved steel types allows for use in all corrosion resistance classes and offers maximum application safety.

VERSIONS

▪ zinc-plated steel ▪ stainless steel

APPLICATIONS

▪ Heavy steel constructions ▪ Silo installations ▪ High racks ▪ Sound insulation walls ▪ Top concrete jointers ▪ Rim beam anchorings ▪ Anchorings in diamond-drilled drill

holes (not included in approval) ▪ Underwater installations (not included

in approval)

FUNCTIONING

▪ The injection system, comprising the FIS EM injection resin combined with the FIS A threaded rod, is suitable for pre-positioned and push-through installation.

▪ The resin is extruded bubble free from the drill hole base.

▪ The resin bonds the entire surface of the threaded rod with the drill hole wall and seals the drill hole.

▪ The threaded rod is set manually, by lightly rotating it until it reaches the drill hole base.

BUILDING MATERIALS



▪ Concrete C12/15 ▪ Natural stone with dense structure

APPROVALS

FIS EM + Threaded rods for cracked concrete

FIS A threaded rod

RG M threaded rod

▪ for RG M stud sizes pleser refer to page 41

Threaded rod RG M

Diamond drilled holes must be flushed clean with water prior to blow out

Blow out 4x using compressed air.PRE-POSITIONED INSTALLATION

PUSH THROUGH INSTALLATION Blow out 4x using compressed air.

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TECHNICAL DATA


5.8


8.8

stainless steel

Appr

oval Drill hole

diameter Powerbond

Drill hole diameter FIS EM

Effect. anchoring depth

FIS EM

Max. useful length

FIS EM

Fill quantity for effect. anchoring

depth FIS EM

Sales unit

ETA do

do

hef, min

tfix, max

Art.-No. Art.-No. Art.-No. [mm] [mm] [mm] [mm] [scale units] [pcs]Item gvz A4

FIS A M 6 x 75 090243 090437 — 8 60 7 2 20FIS A M 6 x 85 090272 090438 — 8 60 17 2 20FIS A M 6 x 110 090273 090439 — 8 60 40 2 20FIS A M 8 x 90 090274 090440 ■ 12 60 20 3 10FIS A M 8 x 110 090275 090441 ■ 12 60 40 3 10FIS A M 8 x 130 090276 090442 ■ 12 60 60 3 10FIS A M 8 x 175 090277 090443 ■ 12 60 105 3 10FIS A M 10 x 110 090278 090444 ■ 14 60 40 4 10FIS A M 10 x 130 090279 090447 ■ 14 60 60 4 10FIS A M 10 x 150 090281 517935 090448 14 14 60 - 4 10FIS A M 10 x 170 044969 044973 ■ 14 60 100 4 10FIS A M 10 x 190 517936 14 14 60 - 4 10FIS A M 10 x 200 090282 090449 ■ 14 60 130 4 10FIS A M 12 x 120 044971 044974 ■ 14 70 35 4 10FIS A M 12 x 140 090283 090450 ■ 14 70 55 4 10FIS A M 12 x 160 090284 517937 090451 ■ 16 14 70 - 4 10FIS A M 12 x 180 090285 090452 ■ 14 70 95 4 10FIS A M 12 x 200 517938 16 70 - 4 10FIS A M 12 x 210 090286 090453 ■ 14 70 125 4 10FIS A M 12 x 260 090287 090454 ■ 14 70 175 4 10FIS A M 16 x 130 044972 044975 ■ 18 80 35 5 10FIS A M 16 x 175 090288 090455 ■ 18 80 80 5 10FIS A M 16 x 200 090289 517938 090456 ■ 20 18 80 105 5 10FIS A M 16 x 250 090290 517940 090457 ■ 18 80 155 5 10FIS A M 16 x 300 090291 090458 ■ 18 80 205 5 10FIS A M 20 x 245 090292 090459 ■ 24 90 133 11 10FIS A M 20 x 290 090293 090460 ■ 24 90 178 11 10FIS A M 24 x 290 090294 090461 ■ 28 96 168 15 5FIS A M 24 x 380 090295 090462 ■ 28 96 258 15 5FIS A M 30 x 340 090296 090463 ■ 35 120 188 28 5FIS A M 30 x 430 090297 090464 ■ 35 120 278 28 5

TECHNICAL DATA





steel

Appr


PowerbondDrill hole diameter

FIS EMMax. useful length

FIS EMSales unit

do

do

tfix, max

Art.-No. Art.-No. Art.-No. ETA [mm] [mm] [mm] [pcs]Item gvz gvz A4

FIS A M 8 x 1000 509214 1) 509222 1) 509230 1) ■ - 12 60 10FIS A M 10 x 1000 509215 1) 509223 1) 509231 1) ■ 14 14 60 10FIS A M 12 x 1000 509216 1) 509224 1) 509232 1) ■ 16 14 70 10FIS A M 16 x 1000 509217 1) 509225 1) 509233 1) ■ 20 18 80 101) Order nut and washer separately.

Threaded rod FIS A


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TECHNICAL DATA

Hexagonal nut and washer

Item to order onlyzinc plated, steel grade

8.8

stainless steel

Width across nut Washer (outer diameter x thickness)

Fits Sales unit

SW

Art.-No. Art.-No. [mm] [mm] [pcs]Item gvz A4

Nut & washer M8 510509 510513 13 16 x 1,6 FIS A M 8 50Nut & washer M10 510510 510514 17 20 x 2 FIS A M 10 50Nut & washer M12 510511 510515 19 24 x 2,5 FIS A M 12 25Nut & washer M16 510512 510516 24 30 x 3 FIS A M 16 20

Cracked concrete Non-cracked concreteType Minimum

effective anchorage

depth

Maximumeffective

anchorage depth


Installation torque



Min. spacing

Min.edge

distance



Min. spacing

Min.edge

distance

hef,min hef,max hmin Tinst Nperm3) Vperm

3) smin2) cmin

2) Nperm3)

Vperm3) smin

2) cmin2)

[mm] [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]

FIS A M860 100 10,0 5,0 5,1 40 40 9,0 5,1 40 40

160 190 10,0 9,0 5,1 40 40 9,0 5,1 40 40

FIS A M1060 100 20,0 6,3 8,6 45 45 11,2 8,6 45 45

200 230 20,0 13,8 8,6 45 45 13,8 8,6 45 45

FIS A M1270 100 40,0 8,8 12,0 55 55 14,1 12,0 55 55

240 270 40,0 20,5 12,0 55 55 20,5 12,0 55 55

FIS A M1680 116 60,0 10,2 22,3 65 65 14,3 22,3 65 65

320 356 60,0 37,6 22,3 65 65 37,6 22,3 65 65

FIS A M2090 138 120,0 12,2 29,3 85 85 17,1 34,9 85 85

400 448 120,0 58,6 34,9 85 85 58,6 34,9 85 85

FIS A M2496 152 150,0 13,4 32,2 105 105 18,8 45,2 105 105

480 536 150,0 84,3 50,9 105 105 84,3 50,9 105 105

FIS A M27108 168 200,0 16,0 38,5 120 120 22,5 54,0 120 120

540 600 200,0 109,5 65,7 120 120 109,5 65,7 120 120

FIS A M30120 190 300,0 18,8 45,1 140 140 26,3 63,2 140 140

600 670 300,0 133,8 80,6 140 140 133,8 80,6 140 140

Injection system FIS EM with threaded rod FIS A (grade 5.8)Highest permissible loads for a single anchor1) 6) in concrete C20/254)







distances or spacings (anchor groups) see approval.4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.6) The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate


LOADS


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effective anchorage

depth

Maximumeffective

anchorage depth


Installation torque



Min. spacing

Min. edge distance



Min. spacing

Min.edge

distance


3) smin2) cmin

2) Nperm3) Vperm

3) smin2) cmin

2)


FIS A M8 A460 100 10,0 5,0 6,0 40 40 9,9 6,0 40 40

160 190 10,0 9,9 6,0 40 40 9,9 6,0 40 40

FIS A M10 A460 100 20,0 6,3 9,2 45 45 11,2 9,2 45 45

200 230 20,0 15,7 9,2 45 45 15,7 9,2 45 45

FIS A M12 A470 100 40,0 8,8 13,7 55 55 14,1 13,7 55 55

240 270 40,0 22,5 13,7 55 55 22,5 13,7 55 55

FIS A M16 A480 116 60,0 10,2 24,5 65 65 14,3 25,2 65 65

320 356 60,0 42,0 25,2 65 65 42,0 25,2 65 65

FIS A M20 A490 138 120,0 12,2 29,3 85 85 17,1 39,4 85 85

400 448 120,0 65,7 39,4 85 85 65,7 39,4 85 85

FIS A M24 A496 152 150,0 13,4 32,2 105 105 18,8 45,2 105 105

480 536 150,0 94,3 56,8 105 105 94,3 56,8 105 105

FIS A M27 A4108 168 200,0 16,0 38,5 120 120 22,5 54,0 120 120

540 600 200,0 123,0 73,7 120 120 123,0 73,7 120 120

FIS A M30 A4120 190 300,0 18,8 45,1 140 140 26,3 63,2 140 140

600 670 300,0 150,1 90,2 140 140 150,1 90,2 140 140

Injection system FIS EM with threaded rod FIS A A4 (grade A4-70)Highest permissible loads for a single anchor1) 6) in concrete C20/254)









LOADS


effective anchorage

depth

Maximum effective

anchorage depth


Installation torque



Min. spacing

Min.edge

distance



Min. spacing

Min.edge

distance


3) smin2) cmin

2) Nperm3) Vperm

3) smin2) cmin

2)


FIS A M8 C60 100 10,0 5,0 7,4 40 40 11,2 7,4 40 40

160 190 10,0 12,4 7,4 40 40 12,4 7,4 40 40

FIS A M10 C60 100 20,0 6,3 11,4 45 45 11,2 11,4 45 45

200 230 20,0 19,5 11,4 45 45 19,5 11,4 45 45

FIS A M12 C70 100 40,0 8,8 17,1 55 55 14,1 17,1 55 55

240 270 40,0 28,1 17,1 55 55 28,1 17,1 55 55

FIS A M16 C80 116 60,0 10,2 24,5 65 65 14,3 31,4 65 65

320 356 60,0 44,7 31,4 65 65 52,4 31,4 65 65

FIS A M20 C90 138 120,0 12,2 29,3 85 85 17,1 41,1 85 85

400 448 120,0 69,8 49,1 85 85 81,9 49,1 85 85

FIS A M24 C96 152 150,0 13,4 32,2 105 105 18,8 45,2 105 105

480 536 150,0 100,5 70,9 105 105 117,6 70,9 105 105

FIS A M27 C108 168 200,0 16,0 38,5 120 120 22,5 54,0 120 120

540 600 200,0 127,2 92,0 120 120 153,3 92,0 120 120

FIS A M30 C120 190 300,0 18,8 45,1 140 140 26,3 63,2 140 140

600 670 300,0 157,1 112,6 140 140 187,1 112,6 140 140

Injection system FIS EM with threaded rod FIS A C (material 1.4529)Highest permissible loads for a single anchor1) 6) in concrete C20/254)









LOADS


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effective anchorage

depth

Maximum effective

anchorage depth


Installation torque

Permissible tensile

load


Min. spacing

Min.edge

distance

Permissible tensile

load


Min. spacing

Min.edge

distance


3) smin2) cmin

2) Nperm3) Vperm

3) smin2) cmin

2)


Ø 860 100 - 5,0 6,6 40 40 11,2 6,6 40 40

160 190 - 13,4 6,6 40 40 14,3 6,6 40 40

Ø 1060 100 - 6,3 10,3 45 45 11,2 10,3 45 45

200 230 - 20,9 10,3 45 45 22,4 10,3 45 45

Ø 1270 100 - 8,8 14,8 55 55 14,1 14,8 55 55

240 270 - 30,2 14,8 55 55 32,1 14,8 55 55

Ø 1475 105 - 11,0 20,2 60 60 15,6 20,2 60 60

280 310 - 41,1 20,2 60 60 43,4 20,2 60 60

Ø 1680 120 - 10,2 24,5 65 65 14,3 26,3 65 65

320 360 - 44,7 26,3 65 65 56,6 26,3 65 65

Ø 2090 140 - 12,2 29,3 85 85 17,1 41,1 85 85

400 450 - 69,8 41,4 85 85 88,3 41,4 85 85

Ø 25100 160 - 14,3 34,3 110 110 20,0 48,1 110 110

500 560 - 109,1 64,3 110 110 137,8 64,3 110 110

Ø 28112 182 - 16,9 40,6 130 130 23,8 57,0 130 130

560 630 - 136,8 81,0 130 130 173,0 81,0 130 130

Ø 32128 168 - 20,7 49,7 160 160 29,0 69,6 160 160

640 680 - 127,7 105,2 160 160 226,0 105,2 160 160

Ø 36144 234 - 24,7 59,2 180 180 34,6 83,1 180 180

720 810 - 161,6 133,3 180 180 285,7 133,3 180 180

Ø 40160 270 - 28,9 69,4 200 200 40,6 97,3 200 200

800 910 - 199,5 164,8 200 200 352,6 164,8 200 200

Injection system FIS EM with Rebars BSt 500 SHighest permissible loads for a single anchor1) 6) in concrete C20/254)









LOADS


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Safety barriers Platform lifts

The fixing system with internal threaded anchor for cracked concrete

ADVANTAGES

▪ High bond strength is achieved when the RG MI anchor is used with injection resin FIS EM. The system achieves a very high load capacity in both cracked and non-cracked concrete, resulting in safe applications.

▪ The internal threaded anchor RG MI enables surface flush removal and reuse of the fixing point, and therefore offers a great flexibility of use.

▪ The internal metric thread can be used with standard screws or threaded rods to suit the intended use.

VERSIONS


APPLICATIONS

▪ Removable fixings ▪ Pipeline suspensions, cable trays and

underceilings ▪ Temporary fixings, e.g. for machines ▪ Scaffold anchoring

FUNCTIONING

▪ The injection system, comprising of the FIS EM injection resin and internal threaded anchor RG MI, is suitable for pre-positioned installation.

▪ The resin is extruded bubble free from the drill hole base.

▪ The resin bonds the entire surface of the internal threaded anchor to the drill hole wall and seals the drill hole.

▪ The RG MI is set manually, by lightly rotating it until it reaches the drill hole base.

BUILDING MATERIALS



▪ Concrete C12/15 ▪ Natural stone with dense structure

APPROVALS

INSTALLATION

FIS EM + RG MI for cracked concrete

Blow out 4x using compressed air.

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TECHNICAL DATA


Items to order onlyzinc-plated

steelstainless steel

Appr

oval Drill hole

diameterMin. bolt

penetrationMax. bolt

penetrationFill quantity Sales unit

ETA do

lE,min

lE,max

Art.-No. Art.-No. [mm] [mm] [mm] [scale units] [pcs]Item gvz A4

RG 8 x 75 M 5 I 048221 1) — — 10 8 14 5 10RG 10 x 75 M 6 I 048222 1) — — 12 10 16 5 10RG 12 x 90 M8 I 050552 1) 050565 1) ■ 14 12 18 5 10RG 16 x 90 M10 I 050553 1) 050566 1) ■ 18 15 23 7 10RG 18 x 125 M12 I 050562 1) 050567 1) ■ 20 18 26 11 10RG 22 x 160 M16 I 050563 1) 050568 1) ■ 24 24 35 17 5RG 28 x 200 M20 I 050564 1) 050569 1) ■ 32 30 45 48 51) Setting tool is included in each package.


anchorage depth


Installation torque



Min.spacing

Min.edge

distance



Min.spacing

Min.edge


3) Vperm3) smin

2) cmin2) Nperm

3) Vperm3) smin

2) cmin2)


RG M 8 I 90 120 10,0 9,5 8,3 55 55 13,8 8,3 55 55RG M 10 I 90 125 20,0 14,3 13,3 65 65 20,5 13,3 65 65RG M 12 I 125 165 40,0 23,8 19,3 75 75 32,4 19,3 75 75RG M 16 I 160 205 80,0 28,9 30,9 95 95 40,6 30,9 95 95RG M 20 I 200 260 120,0 40,4 51,4 125 125 56,7 51,4 125 125

Injection system FIS EM with internal threaded anchor RG MI (screw with grade 8.8)Highest permissible loads for a single anchor1) 6) in concrete C20/254). For the design the complete approval ETA - 10/0012 has to be considered.

LOADS


anchorage depth


Installation torque



Min.spacing

Min.edge

distance



Min.spacing

Min.edge


3) Vperm3) smin

2) cmin2) Nperm

3) Vperm3) smin

2) cmin2)


RG M 8 I A4 90 120 10,0 9,5 5,9 55 55 9,9 5,9 55 55RG M 10 I A4 90 125 20,0 14,3 9,3 65 65 15,7 9,3 65 65RG M 12 I A4 125 165 40,0 22,5 13,5 75 75 22,5 13,5 75 75RG M 16 I A4 160 205 80,0 28,9 25,1 95 95 40,6 25,1 95 95RG M 20 I A4 200 260 120,0 40,4 39,4 125 125 56,7 39,4 125 125

Injection system FIS EM with internal threaded anchor RG MI A4 (screw grade A4-70)Highest permissible loads for a single anchor1) 6) in concrete C20/254) For the design the complete approval ETA - 10/0012 has to be considered.

LOADS








FIS EM + RG MI for cracked concrete

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Injection resin DISPENSER GUNS

DispenserFIS DPS/XL

To order only Adapted for Performance data Sales unit

Item Art.-No. [pcs]

FIS DC S 513423FIS HB 345 S, FIS SB 390 S, FIS PB 360 S,FIS EM 390 S, FIS V 360 S, FIS P 300 T, FIS VS 150 C and Silicone cartridges

Use with charger DCC 4000 / battery pack DC 1

Charger DCC 4000 507791 - Charger 12 V // 230 V Euro plug 1

Battery pack DC 507792 - Battery pack 12 V // 2,0 Ah // Ni-MH 1

FIS AP 058027FIS V 360 S, FIS HB 345 S, FIS SB 390 S, FIS PB 360 S, FIS HB 150 C, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS P 300 T, and 1K-cartridge

Recommended pressure 6 barAir compression Max. 40I/min

1

FIS DP S-L 511125 FIS EM 585 SRecommended pressure 6 barair consumption Max 40I/min

1

FIS AJ 016251 FIS V 950 SRecommended pressure 6 barair consumption Max 40I/min

1

FIS DPS/XL 512401 1500ml Shuttle cartridges i.e. FIS EM 1500Recommended pressure 6 barair consumption Max 40I/min

1

Dispenser FIS DC S

DispenserFIS DP S-L

Dispenser FIS AP

Dispenser FIS AJ

APPROVALS

DISPENSER GUNS

To order only Adapted for Sales unitItem Art.-No. [pcs]

FIS DM S 511118 FIS SB 390 S, FIS PB 360 S, FIS V 360 S, FIS HB 345 S, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S,FIS P 360 S, FIS P 300 T and 1K-cartridges

1

FIS DM S-L 510992 FIS EM 585 S 1

FIS AM 056052FIS V 360 S, FIS HB 345 S, FIS HB 150 C,FIS VT 300 T, FIS VS 150 C, FIS VW 360 S, FIS P 300 T and 1K-cartridges

1

FIP Co Axial 042741 FIP 700, FIP 380 C, FIS VT 380 C 1

KP M2 053117 FIS V 150 C, FIP 300 SF, FIS VS 300 T, FIP 150 SF 1

Dispenser KP M2 Dispenser FIS AMDispenser FIS DM S-L Dispenser FIP Co-Axial Dispenser FIS DM S

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High-bay warehouses Collision protection

Bonded anchor for non-cracked concrete

VERSIONS

▪ zinc-plated steel ▪ stainless steel ▪ high corrosion resistant steel

ADVANTAGES

▪ The measured resin quantity in each capsule offers economical use for both individual and overhead installations.

▪ The choice between standard and intensive cleaning allows for individual choices to achieve fast installation or to obtain the maximum load level.

▪ The wide range of approved steel types ensbles use in all corrosion resistance classes and offers the best possible application safety.

▪ The extensive range of RG M from M8-M30 opens up a wide range of applications and offers great flexibility.

▪ The larger anchorage depths of the RG M E variants permit even greater load levels so less fixing points are required.

APPLICATIONS

▪ Steelwork constructions ▪ Timber constructions ▪ Guard rails ▪ Staircases ▪ Column bases ▪ Machines ▪ Masts

Ideal for: ▪ Overhead installations ▪ Water-filled drill holes

FUNCTIONING

▪ The resin anchor R is suitable for pre-positioned installation when combined with the threaded rod RG M.

▪ The 2-component resin capsule R M contains quick-setting styrene-free vinyl ester resin and hardener.

▪ The threaded rod RG M is set using a hammer drill and the accompanying setting tool in rotating and hammering motions.

▪ During installation, the chisel edge of the RG M destroys the capsule, mixes and activates the resin.

▪ The resin bonds the entire surface of the threaded rod with the drill hole wall and seals the drill hole.

BUILDING MATERIALS

Approved for: ▪ Concrete C20/25 to C50/60, non-

crackedAlso suitable for:

▪ Concrete C12/15, non-cracked ▪ Natural stone with dense structure

APPROVALS

R Resin anchor with threaded rod RGM

INSTALLATIONS Premium cleaning option shown

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TECHNICAL DATA

Resin capsule R M

Items to order onl

Appr

oval Drill hole diameter Min. drill hole depth Effect. anchoring depth Fits Sales unit

do

h1

hef


R M 8 050270 1) ■ 10 80 80 RG M 8 10R M 10 050271 1) ■ 12 90 90 RG M 10 10R M 12 050272 ■ 14 110 110 RG M 12 10R M 12 E 048501 ■ 14 150 150 RG M 12 E 10R M 14 050278 ■ 16 120 120 RG M 14 10R M 16 050273 ■ 18 125 125 RG M 16 10R M 16 E 079838 ■ 18 190 190 RG M 16 E 10R M 20 050274 ■ 25 170 170 RG M 20 10R M 20 E 079840 ■ 25 240 240 RG M 20 E 5R M 22 512763 — 30 190 190 RG M 22 5R M 24 050275 ■ 28 210 210 RG M 24 5R M 24 E 079842 ■ 28 290 290 RG M 24 E 5R M 27 079843 ■ 32 250 250 RG M 27 5R M 30 050276 ■ 35 280 280 RG M 30 51) No ETA-approval in combination with internal-threaded anchor RG MI. E - Extended anchoring depth

Please note: The curing times apply for dry anchoring bases, in damp anchoring bases they should be doubled.

CURING TIME

Temperature at anchoring base Curing time

‒ 5°C – ± 0°C 240 min.± 0°C – +10°C 45 min.+10°C – +20°C 20 min. ≧ +20°C 10 min.

TECHNICAL DATA

Items to order only

zinc-plated steel

zinc-plated steel

stainless steel

Steelhighly

corrosion resistant 1.4529

Appr

oval

Drill hole diameter

Effect. anchoring

depth

Max. fixture thickness

Hexagon drive

Hexagon nut

Fits capsules

Sales unit

do

hef

t fix

6kt SW SW

Art.-No. Art.-No. Art.-No. Art.-No. ETA [mm] [mm] [mm] [mm] [mm] [pcs]Item gvz 8.8 A4

RG M 8 x 110 050256 050263 96316 ■ 10 80 13 5 13 50270 RM 8 10RG M 8 x 150 095698 519443 050293 10 80 60 50270 RM 8 10RG M 8 x 250 095699 095700 ■ 10 80 160 5 13 50270 RM 8 10RG M 10 x 130 050257 050264 96217 ■ 12 90 20 7 17 50270 RM 8 10RG M 10 x 165 050280 050294 ■ 12 90 57 7 17 50271 RM 10 10RG M 10 x 190 050281 050296 ■ 12 90 82 7 17 50271 RM 10 10RG M 10 x 220 - 519444 - 12 90 110 7 17 50271 RM 10 10RG M 10 x 250 095703 ■ 12 90 150 7 17 50271 RM 10 10RG M 10 x 300 — 512246 1) ■ 12 90 200 — 17 50271 RM 10 10RG M 10 x 350 095718 1) 095709 1) ■ 12 90 250 — 17 50271 RM 10 101) Straight cut, setting tool is enclosed. 2) Delivery time on request. 3) Straight cut, additional setting tool required. E - extended anchoring depth

Threaded rod RG M

Continued

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Items to order only

zinc-plated steel

zinc-plated steel

stainlessteel

Steelhighly corrosion

resistant 1.4529

Appr

oval

Drill hole diameter

Effect. anchoring

depth


Hexagon drive

Hexagon nut

Fits capsules

Sales unit

do

hef

t fix

6kt SW SW

Art.-No. Art.-No. Art.-No. Art.-No. ETA [mm] [mm] [mm] [mm] [mm] [pcs]Item gvz 8.8 A4RG M 12 x 160 050258 050265 96218 ■ 14 110 25 8 19 50272 RM 12 10RG M 12 x 180 512248 512249 ■ 14 110 50 8 19 50272 RM 12 10RG M 12 x 200 E 050572 050576 2) ■ 14 150 30 8 19 48501 RM 12 E 10RG M 12 x 220 050283 519445 050297 ■ 14 110 86 8 19 50272 RM12 10RG M 12 x 230 E 050574 050577 2) ■ 14 150 60 8 19 48501 RM 12 E 10RG M 12 x 250 050284 095702 ■ 14 110 120 8 19 50272 RM 12 10RG M 12 x 290 E 050575 050578 2) ■ 14 150 120 8 19 48501 RM 12 E 10RG M 12 x 300 050285 095705 ■ 14 110 170 — 19 50272 RM 12 10RG M 12 x 380 095720 1) 095710 1) ■ 14 110 255 — 19 50272 RM 12 10RG M 12 x 600 — 095711 1) ■ 14 110 475 — 19 50272 RM 12 10RG M 14 x 170 050286 — — 16 120 38 10 22 50278 RM 14 10RG M 16 x 165 050287 095704 ■ 18 125 13 12 24 50273 RM 16 10RG M 16 x 190 050259 050266 16219 ■ 18 125 35 12 24 50273 RM 16 10RG M 16 x 235 E 090716 090721 ■ 18 190 20 12 24 79838 RM 16 E 10RG M 16 x 250 050288 050298 ■ 18 125 95 12 24 50273 RM 16 10RG M 16 x 270 — 519446 — 18 125 115 - - 50273 RM16 10RG M 16 x 275 E 090717 090722 ■ 18 190 60 12 24 79838 RM 16 E 10RG M 16 x 300 050289 050299 ■ 18 125 148 12 24 50273 RM 16 10RG M 16 x 380 095722 1) 095712 1) ■ 18 125 235 — 24 50273 RM 16 10RG M 16 x 500 095723 1) 095713 1) ■ 18 125 355 — 24 50273 RM 16 10RG M 20 x 220 512251 — ■ 25 170 25 12 30 50274 RM 20 10RG M 20 x 260 050260 050267 ■ 25 170 65 12 30 50274 RM 20 10RG M 20 x 295 — 519447 — ■ 25 170 84 12 30 50274 RM 20 10RG M 20 x 330 E 090718 090723 ■ 25 240 60 12 30 79840 RM 20 E 10RG M 20 x 350 095707 095706 ■ 25 170 155 12 30 50274 RM 20 10RG M 20 x 500 095725 3) — ■ 25 170 305 — 30 50274 RM 20 10RG M 22 x 280 512252 3) — — 30 190 65 — 32 512763 RM 22 5RG M 22 x 290 — 519448 — — 30 190 80 — 32 512763 RM 22 5RG M 24 x 300 050261 3) 050268 3) ■ 28 210 65 — 36 50275 RM 24 10RG M 24 x 380 E 090719 3) 090724 3) ■ 28 290 60 — 36 79842 RM 24 E 5RG M 24 x 400 095727 3) 095715 3) ■ 28 210 165 — 36 50275 RM 24 10RG M 24 x 600 095728 — ■ 28 210 365 — 36 50275 RM 24 5RG M 27 x 340 090720 3) 090725 3) ■ 32 250 60 — 41 79843 RM 27 5RG M 30 x 380 050262 3) 090726 3) ■ 35 280 65 — 46 50276 RM 30 5RG M 30 x 500 095730 3) — ■ 35 280 185 — 46 50276 RM 30 51) Straight cut, setting tool is enclosed. 2) Delivery time on request. 3) Straight cut, additional setting tool required. E - Extended anchoring depth

TECHNICAL DATA

Threaded rod RG M

Items to order onlyhighly

corrosion resistant

steel

hot-dip galvanised

steel Appr

oval

Drill hole diameter

Effect. anchoring

depth


Hexagon drive

Hexagon nut Fits capsules Sales unit

do

hef

t fix

6kt SW SW

Art.-No. Art.-No. ETA [mm] [mm] [mm] [mm] [mm] [pcs]Item C fvz

RG M 8 x 110 096316 1) — ■ 10 80 13 5 13 50270 RM 8 10RG M 10 x 130 096217 1) — ■ 12 90 20 7 17 50271 RM 10 10RG M 12 x 160 096218 1) 512247 ■ 14 110 25 8 19 50272 RM 12 10RG M 16 x 190 096219 1) 512250 ■ 18 125 35 12 24 50273 RM 16 101) Delivery time on request.

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Non-cracked concreteType Effective

anchorage depthMinimum

substrate thicknessInstallation

torquePermissibletensile load


Min.spacing

Min.edge distance

hef hmin Tinst Nperm3) Vperm

3) smin2) cmin

2)

[mm] [mm] [Nm] [kN] [kN] [mm] [mm]

RG M 8 80 110 10,0 8,8 4,2 40 40RG M 10 90 120 20,0 12,3 7,6 45 45RG M 12 110 150 40,0 19,8 11,0 55 55RG M 12E 150 200 40,0 21,1 11,0 75 75RG M 16 125 160 60,0 28,4 20,5 65 65RG M 16E 190 250 60,0 39,3 20,5 95 95RG M 20 170 220 120,0 45,8 32,0 85 85RG M 20E 240 300 120,0 60,9 32,0 120 120RG M 24 210 280 150,0 64,1 46,1 105 105RG M 24E 290 380 150,0 87,7 46,1 145 145RG M 27 250 330 200,0 85,8 60,1 125 125RG M 30 280 370 300,0 100,5 73,3 140 140

Resin anchor R with threaded rod RG M (grade 5.8)Highest permissible loads for a single anchor1) 6) in concrete C20/254)

For the design the complete approval ETA - 08/0010 has to be considered.Note: Loads quoted are for use with the BS Metal brushes - Premium cleaning method only! Reduced loads apply for standard cleaning methods - please refer to ETA or compufix Software.

LOADS






Min.spacing

Min.edge distance


3) smin2) cmin

2)


RG M 8 A4 80 110 10,0 8,8 5,9 40 40RG M 10 A4 90 120 20,0 12,3 9,3 45 45RG M 12 A4 110 150 40,0 19,8 13,5 55 55RG M 12E A4 150 200 40,0 22,5 13,5 75 75RG M 16 A4 125 160 60,0 28,4 25,1 65 65RG M 16E A4 190 250 60,0 42,0 25,1 95 95RG M 20 A4 170 220 120,0 45,8 39,2 85 85RG M 20E A4 240 300 120,0 64,6 39,2 120 120RG M 24 A4 210 280 150,0 64,1 56,5 105 105RG M 24E A4 290 380 150,0 88,5 56,5 145 145RG M 27 A4 250 330 200,0 85,8 73,6 125 125RG M 30 A4 280 370 300,0 100,5 89,8 140 140

Resin anchor R with threaded rod RG M A4 (grade A4-70)Highest permissible loads for a single anchor1) 6) in concrete C20/254)

For the design the complete approval ETA - 08/0010 has to be considered. Note: Loads quoted are for use with the BS Metal brushes - Premium cleaning method only! Reduced loads apply for standard cleaning methods - please refer to ETA or compufix Software.

LOADS


L = 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 h


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.6) The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate


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ACCESSORIESMachine setting tool RA-SDS Adapter SDS plus 1/2“ VK

Adapter SDS max 1/2“ VK Adapter SK SW 8 1/2“ VK

Adapter SDS max 3/4“ VK

Items to order only fits Sales unitItem Art.-No. [pcs]

RA-SDS 062420 Adapter suitable for set screw 1SK SW 8 1/2 001536 Adapter suitable for threaded rods M8 - M22 1SDS plus 1/2 001537 Adapter suitable for threaded rods M8 - M16 1SDS max 1/2 001538 Adapter suitable for threaded rods M16 - M20 1SDS max 3/4 001539 Adapter suitable for threaded rods M20 - M30 1







Min.spacing

Min.edge distance


3) smin2) cmin

2)


RG M 8 C 80 110 10,0 8,8 7,3 40 40RG M 10 C 90 120 20,0 12,3 11,6 45 45RG M 12 C 110 150 40,0 19,8 16,9 55 55RG M 12E C 150 200 40,0 26,9 16,9 75 75RG M 16 C 125 160 60,0 28,4 31,3 65 65RG M 16E C 190 250 60,0 43,2 31,3 95 95RG M 20 C 170 220 120,0 45,8 49,0 85 85RG M 20E C 240 300 120,0 64,6 49,0 120 120RG M 24 C 210 280 150,0 64,1 70,5 105 105RG M 24E C 290 380 150,0 88,5 70,5 145 145RG M 27 C 250 330 200,0 85,8 91,9 125 125RG M 30 C 280 370 300,0 100,5 112,1 140 140

Resin anchor R with threaded rod RG M C (material 1.4529)Highest permissible loads for a single anchor1) 6) in concrete C20/254)

For the design the complete approval ETA - 08/0010 has to be considered. Note: Loads quoted are for use with the BS Metal brushes - Premium cleaning method only! Reduced loads apply for standard cleaning methods - please refer to ETA or compufix Software.









LOADS

Items to order only

Art.-No. Brush diameter [mm] thread Sales units [mm]Item

BS ø 10 078178 11 M 8 1BS ø 12 078179 13 M 10 1BS ø 14 078180 16 M 12 1BS ø 16/18 078181 20 M14, M16 1BS ø 25 097806 27 M 20 1BS ø 28 078183 30 M 24 1BS ø 35 078184 40 M22, M27, M30 1

ABG hole cleaner 089300 - - 1


BS Cleaning brush for concrete ABG Blow-out hole cleaning pump

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SETTING TOOLS

Adapter for installing anchor rodsThreaded rods without external hex-drive (special lengths).

SDS max 1/2“ VK

SDS max 3/4“ VK

SDS plus 1/2“ VK

SK SW 8 1/2“ VK

+

Setting tool with SDS adapterFor simple installation of bonded anchors for example Resin anchor R, Highbond anchor FHB II

← +

RA-SDS

included with each package

←

+

+

+

←

Important: use counter nut!

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INSTALLATION

Stadium seating Barriers

The proven bonded anchor with internal thread for non-cracked concrete

VERSIONS


ADVANTAGES

▪ The internal threaded anchor RG MI allows for the surface flush removal and reuse of the fixing point. It therefore offers great flexibility.

▪ The metric internal thread allows for the use of standard metric screws or threaded rods for the ideal adaptation to suit the intended use.

▪ The pre-portioned resin capsule is economical for individual applications.

▪ The glass particles of the capsule body rough up the drill hole wall during the setting process. This minimises the amount of cleaning required and allows for installation under extreme conditions, for example in water-filled drill holes.

APPLICATIONS

▪ Removable fixings ▪ Temporary fixings, e.g. for machines ▪ Scaffold anchoring

FUNCTIONING

▪ The resin anchor R is for pre-positioned installation when combined with the internal threaded anchor RG MI.

▪ The 2-component resin capsule R M ▪ contains quick-setting styrene-free

vinyl ester resin and hardener. ▪ The internal threaded anchor RG MI

is set using a hammer drill and the accompanying setting tool in rotating and hammering motions.

▪ During setting, the chisel edge of the internal threaded anchor destroys the capsule, and mixes and activates the resin.

▪ The resin bonds the entire surface of the internal threaded anchor with the drill hole wall and seals the drill hole.

BUILDING MATERIALS

Approved for: ▪ Concrete C20/25 to C50/60

non-crackedAlso suitable for:

▪ Concrete C12/15, non-cracked ▪ Natural stone with dense structure

R resin anchor with RG MI

APPROVALS

Premium cleaning option shown

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TECHNICAL DATA



steelstainless

steel

Appr

oval Drill hole

diameterEffective

anchorage depthMin. bolt


penetrationFits

capsulesSales unit

ETA do

lE,min

lE,max


RG 8 x 75 M 5 I 048221 1) — — 10 8 14 5 50270 RM 8 10RG 10 x 75 M 6 I 048222 1) — — 12 10 16 5 50271 RM 10 10RG 12 x 90 M8 I 050552 1) 050565 1) ■ 14 12 18 5 50272 RM 12 10RG 16 x 90 M10 I 050553 1) 050566 1) ■ 18 15 23 7 50278 RM 14 10RG 18 x 125 M12 I 050562 1) 050567 1) ■ 20 18 26 11 79838 RM 16 E 10RG 22 x 160 M16 I 050563 1) 050568 1) ■ 24 24 35 17 79838 RM 16 E 5RG 28 x 200 M20 I 050564 1) 050569 1) ■ 32 30 45 48 50274 RM 20 51) Setting tool is included in each package.

R resin anchor with RG MI

TECHNICAL DATA

Item to order onlyAp

prov

al Drill hole diameter

Min. drill hole depth


Fits internal-threaded anchor Sales unit

do

h1

hef


R M 14 050278 ■ 16 90 90 RG M10 I 10R M 16 E 079838 ■ 18 125/160 125/160 RG M12 I, RG M16 I 10R M 20 050274 ■ 25 200 200 RG M20 I 10

Please note: The curing times apply for dry anchoring bases, in damp anchoring bases they should be doubled.

CURING TIME

Temperature at anchoring base Curing time

‒ 5°C – ± 0°C 240 min.± 0°C – +10°C 45 min.+10°C – +20°C 20 min. ≧ +20°C 10 min.

Resin capsule R M

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BS Cleaning brush for concrete ABP Compressed air cleaning gun ABG Blow-out hole cleaning pump

Items to order only

Art.-No. Brush diameter [mm] thread Sales units [mm]Item

BS ø 10 078178 11 RG M5 I / M 8 1BS ø 12 078179 13 RG M6 I / M 10 1BS ø 14 078180 16 RG M 8 I / M 12 1BS ø 16/18 078181 20 RG M 10 I / M14, M16 1BS ø 20 052277 22 RGM 12 I / M 20 1BS ø 24 078182 26 RG M 16 I / M 24 1BS ø 35 078184 40 RGF M 20 I / M22, M27, M30 1

ABP compressed air gun 059456 - for RG MI 8 - 30 1

ABG hole cleaner 089300 - 1

ACCESSORIES

R Resin anchor with RG MI


anchorage depth

Minimumsubstrate thickness

Installationtorque



Min.spacing

Min.edge distance


3) smin2) cmin

2)


RG M 8 I A4 90 120 10,0 9,9 5,9 45 45RG M 10 I A4 90 120 20,0 15,7 9,3 45 45RG M 12 I A4 125 170 40,0 22,5 13,5 60 60RG M 16 I A4 160 220 60,0 35,7 25,1 80 80RG M 20 I A4 200 270 120,0 54,8 39,2 100 100

Resin anchor R with internal threaded anchor RG MI A4 (screw with grade A4-70)Highest permissible loads for a single anchor1) 6) in concrete C20/254). For the design the complete approval ETA - 08/0010 has to be considered.Note: Loads quoted are for use with the BS Metal brushes - Premium cleaning method only!





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.



LOADS


anchorage depth

Minimumsubstrate thickness

Installationtorque



Min.spacing

Min.edge distance


3) smin2) cmin

2)


RG M 8 I 90 120 10,0 13,8 8,2 45 45RG M 10 I 90 120 20,0 16,7 13,0 45 45RG M 12 I 125 170 40,0 23,8 18,9 60 60RG M 16 I 160 220 60,0 35,7 35,1 80 80RG M 20 I 200 270 120,0 54,8 54,9 100 100

Resin anchor R with internal threaded anchor RG MI (screw with grade 8.8)Highest permissible loads for a single anchor1) 6) in concrete C20/254). For the design the complete approval ETA - 08/0010 has to be considered. Note: Loads quoted are for use with the BS Metal brushes - Premium cleaning method only!

LOADS

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FIS V injection resin system

Rescue ladders Silos

The universal hybrid vinylester injection resin for anchoring in non-cracked concrete and masonry

ADVANTAGES -FISV

▪ The FIS V System, including FIS VW & FIS VS, has a number of system approvals, for non-cracked concrete, masonry and for rebar connections (excludes FIS VW). FIS V is a universal injection resin with guaranteed safety for almost every application.

▪ The cement in the vinylester resin generates the highest temperature resistance up to +120 °C. This means it can be used in a wide range of temperatures and works reliably even when subjected to increased demands.

▪ The extensive range of accessories is ideally suited for injection resin FIS V which increases the flexibility of the system and allows for a wide range of applications.

APPLICATIONS

Injection resin for use with: ▪ Threaded rods FIS A, ▪ Internal threaded anchor RG MI ▪ Rebar anchor FRA ▪ Concrete steel Bars ▪ Injection anchor sleeves FIS H ▪ Aerated concrete centring sleeve PBZ, ▪ Remedial wall tie VBS 8

FUNCTIONING

▪ The FIS V system is a 2-component injection resin based on a vinylester hybrid.


▪ The injection cartridges are quick and easy to use with fischer dispensers.


BUILDING MATERIALS

Approved for anchorings in: ▪ Concrete C20/25 to C50/60, ▪ non-cracked ▪ Hollow blocks made from lightweight

concrete ▪ Hollow blocks made from concrete ▪ Vertically perforated brick ▪ Perforated sand-lime brick ▪ Solid sand-lime brick ▪ Aerated concrete ▪ Solid brick

Approved for rebar connections in: ▪ Concrete C12/15 to C50/60

Also suitable for: ▪ Concrete C12/15

APPROVALS

ETA for rebar & ICC-ES approvals for FIS V onlyADVANTAGES - FIS VW

▪ The FIS VW has a significantly shorter curing time than FIS V, thus ensuring rapid progress even at low temperatures.

▪ The special formulation allows for use in base material temperatures of -15°C to +20°C, thus increasing application flexibility.

ADVANTAGES - FIS VS

▪ The FIS VS with an extended open time prevents the premature setting of the resin during summer temperatures, and is ideally suited to large drill hole depths.

▪ The FIS VS 300 T can be used with stable, standard silicone dispensers. No special equipment is required.

The FIS V system includes these different types of resin:1. FIS V 360 S injection resin (Standard)2. FIS VW 360 S injection resin (Winter)3. FIS VS 150 C injection resin (Summer)

1. 2. 3.

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TECHNICAL DATA

Injection resin FIS V 360 S Injection resin FIS V 950 S

Static mixer FIS S

Item to order only

Appr



FIS V 360 S 094405 ▯ ■ GB, I, P, E, PRC, JP 1 cartridge 360 ml, 2 x static mixer FIS S 6

FIS V 950 S 017101 ▯ ■ D, GB, F, NL, I, E, P, JP, PRC1 cartridge 950 ml, 1 x static mixer big,

1 x static mixer FIS S6

FIS S 061223 — — — 10 static mixer 10

TECHNICAL DATA - FIS VW

Injection resin FIS VW 360 S

Item to order only

Appr



FIS VW 360 S 090753 ▯ ■ D, GB, F, I, NL, E 1 cartridge 360 ml, 2 x static mixer FIS S 6FIS S 061223 — — — 10 static mixer 10

CURING TIME - FIS V


Curing time

(resin)

‒ 5°C – ± 0°C 24 hrs.± 0°C – + 5°C 3 hrs.

+ 5°C – +10°C 9 min. + 5°C – +10°C 90 min.+10°C – +20°C 5 min. +10°C – +20°C 60 min.+20°C – +30°C 4 min. +20°C – +30°C 45 min.+30°C – +40°C 2 min. +30°C – +40°C 35 min.


CURING TIME

1) Without approval.The above times apply from the moment of contact between resin and hardener in the static mixer.For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced.


Curing time

(resin)

‒15°C – ‒10°C 1) 12 hrs.‒10°C – ‒ 5°C 1) 8 hrs.

- 5°C – ± 0°C 1) 5 Min. ‒ 5°C – ± 0°C 3 hrs. 0°C – + 5°C 5 Min. ± 0°C – + 5°C 90 min.+ 5°C – +10°C 3 Min. + 5°C – +10°C 45 min.+10°C – +20°C 1 Min. +10°C – +20°C 30 min.


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TECHNICAL DATA

Injection resin FIS VS 150 C Power-Injection FIS VS 100 P

Injection resin FIS VS 300 T Static Mixer FIS S

Item to order only

Appr



FIS VS 150 C 045302 ▯ ■ D, GB, F, I, NL, E 1 cartridge 145 ml, 2 x static mixer 6FIS VS 100 P 072525 ▯ ■ D, GB, F, I, NL, E 1 cartridge 100 ml, 2 x static mixer FIS S 6

FIS VS 300 T 093180 ▯ ■ D, GB, F, I, NL, E, P 1 cartridge 300 ml, 2 x static mixer FIS S 12

FIS S 061223 — — — static mixer 10FIS Extension nozzle 048983 — — — Extension nozzle 10

CURING TIME - FIS VS

The above times apply from the moment of contact between resin and hardener in the static mixer.For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced


Curing time

(resin)

± 0°C – + 5°C 6 hrs.+ 5°C – +10°C 20 min. + 5°C – +10°C 3 hrs.+10°C – +20°C 10 min. +10°C – +20°C 2 hrs.+20°C – +30°C 6 min. +20°C – +30°C 60 min.+30°C – +40°C 4 min. +30°C – +40°C 30 min.



DISPENSER GUNS

Dispenser FIS DM S Dispenser FIS AM Dispenser FIS DM S-L

To order only Adapted for Performance data Sales unitItem Art.-No. [pcs]

FIS DM S 511118

FIS SB 390 S, FIS PB 360 S, FIS V 360 S, FIS HB 345 S, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S,FIS P 360 S, FIS P 300 T and 1K-cartridges

— 1

FIS AM 056052

FIS V 360 S, FIS HB 345 S, FIS HB 150 C, FIS VT 300 T, FIS VS 150 C, FIS VW 360 S, FIS P 300 T and 1K-cartridges

— 1

FIS DM S-L 510992 FIS EM 585 S - 1


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Resin accessory box FIS V Resin accessory box FIS EM

Item Art.-No. Contents Sales unit [pcs]

FIS V site box 42740 1 x toolbox, 1 x FIS brush set, 1 x ABK blow out pump, 1 x FIS AM applicator gun, 5 x static mixers

1

FIS EM site box 360ml 42738 1 x toolbox, 1 x FIS brush set, 1 x ABK blow out pump, 1 x FIS DM S gun, 5 x static mixers 1

SITE BOXES

▪ Please note, for installation in accordance to European Technical Approval please purchase BS Metal Brushes for applications from page 48



Cleaning brush BS for concrete/masonry

Brush set for masonry(outside of ETA approval)

Items to order only Brush diameter For drill diameter Sales unitItem Art.-No. [mm] [mm] [pcs]

BS ø 8 078177 9 8 1BS ø 10 078178 11 10 1BS ø 12 078179 13 12 1BS ø 14 078180 16 14 1BS ø 16/18 078181 20 16/18 1BS ø 20 052277 22 20 1BS ø 24 078182 26 24 1BS ø 25 097806 27 25 1BS ø 28 078183 30 28 1BS ø 35 078184 40 30/32/35 1Brush set Ø14/20 mm 048980 - 8 - 16 1Brush set Ø20/30 mm 048981 - 16 - 30 1

BS for installation in accordance to the European Technical Approval


Item Art.-No. [pcs]






Recommeneded pressure 6 barAir compression Max. 40I/min

1


1


1


1

Dispenser FIS DC S

DispenserFIS DP S-L

DispenserFIS DPS/XL

Dispenser FIS AP

Dispenser FIS AJ

DISPENSER GUNS

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High-bay warehouses Air conditioning units

The vinylester injection resin for anchoring in non-cracked concrete

ADVANTAGES

▪ The FIS VT is approved for use in non-cracked concrete, and achieves a high load-bearing capacity in these conditions.

▪ FIS VT also has an approval for masonry applications.

▪ The injection resin, based on vinyl ester resin, allows for anchorings in water-filled drill holes, thus allowing for fast installation.

▪ The temperature resistance of the FIS VT injection resin of -40°C to +120 °C allows for a solid load level even when subjected to high temperature demands, thus providing great flexibility.

APPLICATIONS

Injection resin for use in non-cracked concrete with:

▪ Threaded rods FIS A and RG M ▪ Internal threaded anchor RG MI

FUNCTIONING

▪ The FIS VT is a 2-component injection resin based on vinylester.

▪ Resin and hardener are stored in two separate chambers and are not mixed and activated until extrusion through the static mixer.

▪ The 380ml coaxial cartridge is used with the fischer FIS AC dispenser.


BUILDING MATERIALS

Approved for: ▪ Concrete C20/25 to C50/60, non-

crackedAlso suitable for:

▪ Concrete C12/15 ▪ Vertically perforated brick ▪ Perforated sand-lime brick ▪ Solid sand-lime brick ▪ Solid brick

APPROVALS

FIS VT Injection resin

TECHNICAL DATA

Injection resin FIS VT 380 C Injection resin FIS VT 300 T

Item to Order only

Appr


Item Art.-No. [pcs]

FIS VT 380 C 059118 ■ GB, I, P, E, PL, CZ, JP 1 cartridge 380 ml, 2 x static mixer FIS S 12FIS VT 300 T 512933 ■ D, GB, HR, SLO, SRB, BG 1 cartridge 300 ml, 2 x static mixer FIS S 12FIS S 061223 — — 10 static mixer 10

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FIS VT Injection resin


Cleaning brush BS for concrete Brush set for masonry

Items to order only Brush diameter For drill diameter Sales unitItem Art.-No. [mm] [mm] [pcs]

BS ø 8 078177 9 8 1BS ø 10 078178 11 10 1BS ø 12 078179 13 12 1BS ø 14 078180 16 14 1BS ø 16/18 078181 20 16/18 1BS ø 20 052277 22 20 1BS ø 24 078182 26 24 1BS ø 25 097806 27 25 1BS ø 28 078183 30 28 1BS ø 35 078184 40 30/32/35 1Brush set Ø14/20 mm 048980 - 8 - 16 1Brush set Ø20/30 mm 048981 - 16 - 30 1

CURING TIME



Curing time

(resin)

‒ 5°C – ± 0°C 24 hrs.± 0°C – + 5°C 3 hrs.

+ 5°C – +10°C 9 Min. + 5°C – +10°C 90 min.+10°C – +20°C 5 Min. +10°C – +20°C 60 min.+20°C – +30°C 4 Min. +20°C – +30°C 45 min.+30°C – +40°C 2 Min. +30°C – +40°C 35 min.

DISPENSER GUNS

To order only Suitable for Sales unitItem Art.-No. [pcs]

FIP Co-Axial Gun 42741 FIS VT 380 C / FIP 700 / FIP 380 C 1KP M2 53117 FIS VS 300 T / FIS V 150 C / FIP 300 SF / FIP 150 SF 1

Dispenser FIP Co-Axial Dispenser KP M2

Compressed-air cleaning gun Blow-out pump ABG

Item to order only Fits Sales unit

Item Art.-No. [pcs]

Compressed-air cleaning gun ABP 059456 FIS A M 16 - M 30 1ABG 089300 - 1



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Bridges for traffic signs Steel constructions

The fixing system for anchorings in non-cracked concrete

VERSIONS


APPLICATIONS

▪ Steelwork constructions ▪ Timber constructions ▪ Guard rails ▪ Façades ▪ Staircases ▪ Steel consoles ▪ Machines ▪ Masts

BUILDING MATERIALS



▪ Concrete C12/15, non-cracked

APPROVALS

ADVANTAGES

▪ This system comprises of threaded rods FIS A or RG stud and one of the injection resins FIS V, FIS VS, FIS VW or FIS VT for non-cracked concrete. These resins can be individually selected based on requirements, thus allowing for a wide range of applications.

▪ Variable anchorage depths provide a flexible solution to meet a wide range of required loads and ensures the most effective use of installation time and use of materials.

▪ Push-through installation is possible without any special parts by filling the annular gap with resin.

Resin studs for non-cracked concrete

FIS A threaded rod

RG M threaded rod

FUNCTIONING

▪ The system can be used with any of the following injection resins: FIS V, FIS VS, FIS VW and FIS VT.

▪ The injection system is suitable for pre-positioned and push-through installation when combined with threaded rod FIS A.

▪ The resin is extruded completely mixed into the bottom of the drill hole. The resin bonds the entire surface of the threaded rod with the drill hole wall and seals the drill hole.

▪ The threaded rod is set manually, by lightly rotating it until it reaches the bottom of the drill hole.

PRE-POSITIONED INSTALLATION

4x

4x

4x

PUSH THROUGH INSTALLATION

4x

4x

4x

Step 2, Compressed air cleaning for dill holes >18mm or deeper than 12 x the diameter

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TECHNICAL DATA





steel

Appr


FIS VMin. anchoring depth

FIS VSales unit

do

tfix, max

Art.-No. Art.-No. Art.-No. ETA [mm] [mm] [pcs]Item gvz gvz A4

FIS A M 8 x 1000 509214 1) 509222 1) 509230 1) ■ 12 60 10FIS A M 10 x 1000 509215 1) 509223 1) 509231 1) ■ 14 60 10FIS A M 12 x 1000 509216 1) 509224 1) 509232 1) ■ 14 70 10FIS A M 16 x 1000 509217 1) 509225 1) 509233 1) ■ 18 80 101) Order nut and washer separately.


TECHNICAL DATA

Threaded rod FIS A


5.8


8.8

stainless steel

Appr

oval

Drill hole diameter

Effect. anchoring depth FIS V


FIS VT


depth FIS VT

Sales unit

ETA

do

hef, min

tfix, max

Art.-No. Art.-No. Art.-No. [mm] [mm] [mm] [scale units] [pcs]Item gvz A4

FIS A M 6 x 75 090243 090437 — 8 50 17 2 20FIS A M 6 x 85 090272 090438 — 8 50 27 2 20FIS A M 6 x 110 090273 090439 — 8 50 50 2 20FIS A M 8 x 90 090274 090440 ■ 10 64 16 2 10FIS A M 8 x 110 090275 090441 ■ 10 64 36 2 10FIS A M 8 x 130 090276 090442 ■ 10 64 56 2 10FIS A M 8 x 175 090277 090443 ■ 10 64 101 2 10FIS A M 10 x 110 090278 090444 ■ 12 80 20 3 10FIS A M 10 x 130 090279 090447 ■ 12 80 40 3 10FIS A M 10 x 150 090281 517935 090448 ■ 12 80 60 3 10FIS A M 10 x 170 044969 044973 ■ 12 80 80 3 10FIS A M 10 x 190 517936FIS A M 10 x 200 090282 090449 ■ 12 80 110 3 10FIS A M 12 x 120 044971 044974 ■ 14 96 19 4 10FIS A M 12 x 140 090283 090450 ■ 14 96 39 4 10FIS A M 12 x 160 090284 517937 090451 ■ 14 96 59 4 10FIS A M 12 x 180 090285 090452 ■ 14 96 79 4 10FIS A M 12 x 200 517938FIS A M 12 x 210 090286 090453 ■ 14 96 109 4 10FIS A M 12 x 260 090287 090454 ■ 14 96 159 4 10FIS A M 16 x 130 044972 044975 ■ 18 — — — 10FIS A M 16 x 175 090288 090455 ■ 18 125 35 8 10FIS A M 16 x 200 090289 517939 090456 ■ 18 125 60 8 10FIS A M 16 x 250 090290 517940 090457 ■ 18 125 110 8 10FIS A M 16 x 300 090291 090458 ■ 18 125 160 8 10FIS A M 20 x 245 090292 090459 ■ 24 160 63 20 10FIS A M 20 x 290 090293 090460 ■ 24 160 108 20 10FIS A M 24 x 290 090294 090461 ■ 28 192 72 28 5FIS A M 24 x 380 090295 090462 ■ 28 192 162 28 5FIS A M 30 x 340 090296 090463 ■ 35 240 68 53 5FIS A M 30 x 430 090297 090464 ■ 35 240 158 53 5

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TECHNICAL DATA

Hexagonal nut and washer


8.8

stainless steel

Width across nut Washer (outer diameter x thickness)

Fits Sales unit

SW

Art.-No. Art.-No. [mm] [mm] [pcs]Item gvz A4

Nut & washer M8 510509 510513 13 16 x 1,6 FIS A M 8 50Nut & washer M10 510510 510514 17 20 x 2 FIS A M 10 50Nut & washer M12 510511 510515 19 24 x 2,5 FIS A M 12 25Nut & washer M16 510512 510516 24 30 x 3 FIS A M 16 20

Non-cracked concreteType Minimum

anchorage depthTypical

embedm,ent depth

Maximum effectiveanchorage

depth


Installation torque



Min.spacing

Min.edge distance

hef,min hef, hef,max hmin Tinst Nperm3) Vperm

3) smin2) cmin

2)

[mm] [mm] [mm] [Nm] [kN] [kN] [mm] [mm]

FIS A/RGM M650 100 5,0 3,4 2,9 40 40

72 100 5,0 4,8 2,9 40 40

FIS A/RGM M864 100 10,0 7,0 5,3 40 40

80 110 10,0 8.8 5,3 40 40

96 130 10,0 9,2 5,3 40 40

FIS A/RGM M1080 110 20,0 11,0 8,3 45 45

90 120 20.0 12.3 8.3 45 45

120 150 20,0 14,5 8,3 45 45

FIS A/RGM M1296 130 40,0 15,8 12,1 55 55

110 150 40,0 18,1 12,1 55 55

144 180 40,0 21,2 12,1 55 55

FIS A/RGM M16128 164 60,0 25,5 22,4 65 65

125 160 60,0 24,9 22,4 65 65

192 248 60,0 38,3 22,4 65 65

FIS A/RGM M20160 200 120,0 37,9 35,0 85 85

170 220 120,0 40,3 35,0 85 85

240 290 120,0 56,8 35,0 85 85

FIS A/RGM M24192 250 150,0 51,7 50,4 105 105

210 280 150,0 56,5 50,4 105 105

288 345 150,0 77,6 50,4 105 105

FIS A/RGM M30240 310 300,0 74,5 80,1 140 140

280 370 3,00 89,0 80,1 140 140360 430 300,0 114,4 80,1 140 140

Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A (5.8) & RG MHighest permissible loads for a single anchor1) 6) in concrete C20/254)










LOADS - FIS V


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anchorage depth

Typical embedm,ent

depth

Maximum effective

anchorage depth


Installation torque



Min.spacing

Min.edge distance


3) smin2) cmin

2)


FIS A/RGM M6 (A4)50 100 5,0 3,4 2,9 40 40

72 100 5,0 4,8 2,9 40 40

FIS A/RGM M8 (A4)

64 100 10,0 7,0 5,3 40 40

80 110 10,0 8.8 5,3 40 40

96 130 10,0 9,2 5,3 40 40

FIS A/RGM M10 (A4)

80 110 20,0 11,0 8,3 45 45

90 120 20.0 12.3 8.3 45 45

120 150 20,0 14,5 8,3 45 45

FIS A/RGM M12 (A4)

96 130 40,0 15,8 12,1 55 55

110 150 40,0 18,1 12,1 55 55

144 180 40,0 21,2 12,1 55 55

FIS A/RGM M16 (A4)

128 164 60,0 25,5 22,4 65 65

125 160 60,0 24,9 22,4 65 65

192 248 60,0 38,3 22,4 65 65

FIS A/RGM M20 (A4)

160 200 120,0 37,9 35,0 85 85

170 220 120,0 40,3 35,0 85 85

240 290 120,0 56,8 35,0 85 85

FIS A/RGM M24 (A4)

192 250 150,0 51,7 50,4 105 105

210 280 150,0 56,5 50,4 105 105

288 345 150,0 77,6 50,4 105 105

FIS A/RGM M30 (A4)

240 310 300,0 74,5 80,1 140 140

280 370 300,0 89,0 80,1 140 140

360 430 300,0 114,4 80,1 140 140

Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A (5.8) & RG M (A4) Highest permissible loads for a single anchor1) 6) in concrete C20/254)










LOADS - FIS V


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Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A (5.8) & RG M (1.4529) Highest permissible loads for a single anchor1) 6) in concrete C20/254)


LOADS - FIS V


anchorage depth

Typical embedment

depth

Maximum effective

anchorage depth


Installation torque



Min.spacing

Min.edge distance


3) smin2) cmin

2)


FIS A/RGM M6 (1.4529)

50 100 5,0 3,4 2,9 40 40

72 100 5,0 4,8 2,9 40 40

FIS A/RGM M8 (1.4529)

64 100 10,0 7,0 5,3 40 40

80 110 10,0 8.8 5,3 40 40

96 130 10,0 9,2 5,3 40 40

FIS A/RGM M10 (1.4529)

80 110 20,0 11,0 8,3 45 45

90 120 20.0 12.3 8.3 45 45

120 150 20,0 14,5 8,3 45 45

FIS A/RGM M12 (1.4529)

96 130 40,0 15,8 12,1 55 55

110 150 40,0 18,1 12,1 55 55

144 180 40,0 21,2 12,1 55 55

FIS A/RGM M16 (1.4529)

128 164 60,0 25,5 22,4 65 65

125 160 60,0 24,9 22,4 65 65

192 248 60,0 38,3 22,4 65 65

FIS A/RGM M20 (1.4529)

160 200 120,0 37,9 35,0 85 85

170 220 120,0 40,3 35,0 85 85

240 290 120,0 56,8 35,0 85 85

FIS A/RGM M24 (1.4529)

192 250 150,0 51,7 50,4 105 105

210 280 150,0 56,5 50,4 105 105

288 345 150,0 77,6 50,4 105 105

FIS A/RGM M30 (1.4529)

240 310 300,0 74,5 80,1 140 140

280 370 300,0 89,0 80,1 140 140

360 430 300,0 114,4 80,1 140 140










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Non-cracked concreteType Minimum effective

anchorage depthMaximum effective

anchorage depthMinimum member

thicknessInstallation

torquePermissible tensile load


Min.spacing

Min.edge distance


3) smin2) cmin

2)


FIS A M8 C64 100 10,0 6,1 7,4 40 40

96 130 10,0 9,1 7,4 40 40

FIS A M10 C80 110 20,0 9,5 11,4 45 45

120 150 20,0 14,2 11,4 45 45

FIS A M12 C96 130 40,0 13,6 17,1 55 55

144 180 40,0 20,5 17,1 55 55

FIS A M16 C125 160 60,0 21,2 31,4 65 65

192 230 60,0 32,6 31,4 65 65

FIS A M20 C160 210 120,0 31,9 49,1 85 85

240 290 120,0 47,9 49,1 85 85

FIS A M24 C192 250 150,0 43,1 70,3 105 105

288 345 150,0 64,6 70,3 105 105

FIS A M30 C240 310 300,0 62,8 112,0 140 140

360 430 300,0 94,2 112,0 140 140

Injection system FIS VT with threaded rod FIS A C Highest permissible loads for a single anchor1) 6) in concrete C20/254). For the design the complete approval ETA - 08/0061 has to be considered.









LOADS - FIS VT

Non-cracked concreteType Minimum effective

anchorage depthMaximum effective

anchorage depthMinimum member


torquePermissible tensile load


Min.spacing

Min.edge distance


3) smin2) cmin

2)


FIS A M8 A464 100 10,0 6,1 6,0 40 40

96 130 10,0 9,1 6,0 40 40

FIS A M10 A480 110 20,0 9,5 9,2 45 45

120 150 20,0 14,2 9,2 45 45

FIS A M12 A496 130 40,0 13,6 13,7 55 55

144 180 40,0 20,5 13,7 55 55

FIS A M16 A4125 160 60,0 21,2 25,2 65 65

192 230 60,0 32,6 25,2 65 65

FIS A M20 A4160 210 120,0 31,9 39,4 85 85

240 290 120,0 47,9 39,4 85 85

FIS A M24 A4192 250 150,0 43,1 56,3 105 105

288 345 150,0 64,6 56,3 105 105

FIS A M30 A4240 310 300,0 62,8 89,7 140 140

360 430 300,0 94,2 89,7 140 140

Injection system FIS VT with threaded rod FIS A A4 (grade A4-70)Highest permissible loads for a single anchor1) 6) in concrete C20/254)


LOADS - FIS VT









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RG MI for non-cracked concrete

Column bases Pumps

The fixing system with internally threaded anchor for non-cracked concrete

ADVANTAGES

▪ The system comprising of internally threaded anchor RG MI and one of the injection resins FIS V, FIS VS, FIS VW or FIS VT for non-cracked concrete can be individually selected based on

requirments, thus allowing for a wide range of applications.

▪ The internally threaded anchor RG MI allows for surface flush removal and reuse of the fixing point, offering much more flexible use.

▪ The metric internal thread permits the use of standard screws or threaded rods so it can be adapted to suit requirements.

VERSIONS


APPLICATIONS

▪ Removable fixings ▪ Temporary fixings, e.g. for machines ▪ Scaffold anchoring ▪ Suitable for use with FIS EM / FIS SB

injection resin.

FUNCTIONING

▪ The system can be used with any of the following injection resins: FIS V, FIS VS, FIS VW and FIS VT.

▪ The resin is extruded completely mixed into the bottom of the drill hole. The resin bonds the entire surface of the threaded rod with the drill hole wall and seals the drill hole.

▪ The internally threaded anchor is set manually, by lightly rotating it until it reaches the bottom of the drill hole.

BUILDING MATERIALS



▪ Concrete C12/15, non-cracked

APPROVALS

INSTALLATION

Step 2, Compressed air cleaning for dill holes >18mm or deeper than 12 x the diameter

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TECHNICAL DATA



steelstainless

steel

Appr

oval Drill hole

diameterMin. bolt


penetrationFill quantity Sales unit

ETA do

lE,min

lE,max


RG 8 x 75 M 5 I 048221 1) — — 10 8 14 5 10RG 10 x 75 M 6 I 048222 1) — — 12 10 16 5 10RG 12 x 90 M8 I 050552 1) 050565 1) ■ 14 12 18 5 10RG 16 x 90 M10 I 050553 1) 050566 1) ■ 18 15 23 7 10RG 18 x 125 M12 I 050562 1) 050567 1) ■ 20 18 26 11 10RG 22 x 160 M16 I 050563 1) 050568 1) ■ 24 24 35 17 5RG 28 x 200 M20 I 050564 1) 050569 1) ■ 32 30 45 48 51) Setting tool is included in each package.



member thicknessInstallation torque Permissible

tensile loadPermissibleshear load

Min.spacing

Min.edge distance


3) smin2) cmin

2)



Injection system FIS V, FIS VS and FIS VW with internal threaded anchor RG MI (screw with grade 8.8)Highest permissible loads for a single anchor1) 6) in concrete C20/254)For the design the complete approval ETA - 02/0024 has to be considered.

LOADS



member thicknessInstallation



Min.spacing

Min.edge distance


3) smin2) cmin

2)



Injection system FIS V, FIS VS and FIS VW with internal threaded anchor RG MI A4 (screw with grade A4-70)Highest permissible loads for a single anchor1) 6) in concrete C20/254)


LOADS


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Min.spacing

Min.edge distance


3) smin2) cmin

2)



Injection system FIS VT with internal threaded anchor RG MI A4 (screw with grade A4-70)Highest permissible loads for a single anchor1) 6) in concrete C20/254)









LOADS






Min.spacing

Min.edge distance


3) smin2) cmin

2)



Injection system FIS VT with internal threaded anchor RG MI (screw with grade 8.8)Highest permissible loads for a single anchor1) 6) in concrete C20/254)


LOADS


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Gates Wall consoles

The reliable polyester injection resin for fixings in masonry

ADVANTAGES

▪ The FIS P and FIP injection resin is an economical solution for anchoring in to masonry which does not require approvals.

▪ The FIP 300 and FIP 150 SF resins can be used with standard silicone guns, no special equipment is required which can help to reduce procurement costs.

APPLICATIONS

Injection resin for use in masonry and aerated concrete with:

▪ Threaded rods FIS A, ▪ Internal threaded anchor FIS E,

Injection anchor sleeves FIS H ▪ Aerated concrete centring sleeve PBZ

FUNCTIONING

▪ Theses products are a 2-component injection resin based on polyester resin.



▪ Related accessories can be used for use in for use in masonry and aerated concrete.

BUILDING MATERIALS

▪ Vertically perforated brick ▪ Hollow block ▪ Perforated sand-lime brick ▪ Solid sand-lime brick ▪ Aerated concrete ▪ Solid brick made from lightweight

concrete ▪ Solid brick

FIS P / FIP Injection resin

TECHNICAL DATA

Injection resin FIS P 380 C Injection resin FIP C 700

Injection resin FIP 300 SF

Item Art.-No.

Languages on the cartridge

Contents

Sales unit[pcs]

FIS P 380 C 059234 GB, I, P, E, PRC, JP 1 cartridge 380 ml, 1 x static mixer FIS S 12FIP 150 SF 507929 GB 1 cartridge 150 ml, 1 x static mixer FIS S 12FIP 300 SF 98184 GB 1 cartridge 300 ml, 1 x static mixer FIS S 6FIP C 700 98183 GB 1 cartridge 380 ml, 1 x static mixer FIS S 6FIS S 061223 - 10 static mixer 10

Injection resin FIP 150 SF


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CURING TIME FIS P 380 C



Curing time

(resin)

‒ 5°C – ± 0°C 6 hrs.± 0°C – + 5°C 3 hrs.

+ 5°C – +20°C 5 min. + 5°C – +20°C 90 min.+20°C – +30°C 4 min. +20°C – +30°C 45 min.+30°C – +40°C 2 min. +30°C – +40°C 30 min.

CURING TIME FIP 300 SF



Curing time

(resin)

+5°C 15-30 min. +5°C 180 min.+10°C 10-20 min. +10°C 120 min+20°C 5-10 min. +20°C 60 min.+30°C 3-6 min. +30°C 45 min.

CURING TIME FIP C 700



Curing time

(resin)

+5°C 15-30 min. +5°C 180 min.+10°C 10-20 min. +10°C 120 min+20°C 5-10 min. +20°C 60 min.+25°C 3½-7 min. +25°C 28 min.+30°C 3-6 min. +30°C 45 min.


Brush set for masonry Blow-out pump ABG

Fits drill hole diameter Sales unitItem [mm] [pcs]

Brush set Ø14/20 mm 048980 8 - 16 1Brush set Ø20/30 mm 048981 16 - 30 1ABG 089300 — 1

FIS P / FIP Injection resin

CURING TIME FIP 150 SF



Curing time

(resin)

+5°C - +10°C 18 min. +5°C - +10°C 145 min.+10°C - +20°C 10 min. +10°C - +20°C 85 min+20°C - +25°C 6 min. +20°C - +25°C 50 min.+25°C - 30°C 5 min. +25°C - 30°C 40 min.

+30°C 4 min. +30°C 35 min.


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Injection resin in solid brick masonry

French balconies Satellite dishes

The versatile fixing system for solid brick masonry

ADVANTAGES

▪ The fixing system comprises of a choice of threaded rod - FIS A or RGM, an internally threaded anchor FIS E and one of the injection resins FIS V, FIS VS or FIS VW in accordance with ETA.

▪ For non-safety applications outside of ETA approval polyester resins can be used.

▪ FIS V resins can be individually selected based on requirement thus offering a wide range of applications.

▪ The large range of approved threaded rods FIS A, sizes M6 to M16 allows for many different applications.

▪ For non-safety applications outside of ETA approval polyester resins can be used.

VERSIONS


APPLICATIONS

▪ Gratings ▪ Gates ▪ Handrails ▪ Consoles ▪ Pipelines ▪ Sanitary equipment ▪ Awnings ▪ Canopies ▪ Satellite antennas ▪ Sun protection

FUNCTIONING

▪ The system can be used with any of the following injection resins: FIS V, FIS VS & FIS VW. FIS VT or FIS P can be used but do not have approval.

▪ FIS E is suitable for pre-positioned installation, whilst FIS A is suitable for pre-positioned and push-through installation.

▪ The resin bonds the entire surface of the anchor with the drill hole wall and seals the drill hole.

▪ The anchor is set manually, by lightly rotating it until it reaches the bottom of the drill hole. .

▪ In general, it is also possible to use the FIS H K anchor sleeves in solid brick masonry, and this provides additional safety when the base material is unknown. Technical data see page 72.

BUILDING MATERIALS

Approved for: ▪ Solid sand-lime bricks ▪ Solid brick

Also suitable for: ▪ Solid and lightweight concrete blocks ▪ Solid pumice and other solid building

materials

APPROVALS

INSTALLATION

RG M threaded rod

FIS Athreaded rod

FIS Einternally threaded rod

▪ For RG M stud sizes pleser refer to page 41

Threaded rod RG M

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TECHNICAL DATA

Threaded rod FIS A

Items to order only


5.8

stainless steel

Appr

oval

Drill hole diameter in solid

brick masonry

Min. anchorage depth in solid brick masonry

Max. useful length in solid brick masonry


depth in solid brick masonry

Sales unit

do

hef, min

tfix, max

Art.-No. Art.-No. DIBt ETA [mm] [mm] [mm] [scale units] [pcs]Item gvz A4

FIS A M 6 x 70 046204 046205 ▯ — 8 — — — 10FIS A M 6 x 75 090243 090437 ▯ — 8 — — — 20FIS A M 6 x 85 090272 090438 ▯ — 8 75 2 2 20FIS A M 6 x 110 090273 090439 ▯ — 8 75 25 2 20FIS A M 8 x 70 046206 046245 ▯ ■ 10 50 10 2 10FIS A M 8 x 90 090274 090440 ▯ ■ 10 50 30 2 10FIS A M 8 x 110 090275 090441 ▯ ■ 10 50 50 2 10FIS A M 8 x 130 090276 090442 ▯ ■ 10 50 70 2 10FIS A M 8 x 175 090277 090443 ▯ ■ 10 50 115 2 10FIS A M 10 x 110 090278 090444 ▯ ■ 12 50 50 2 10FIS A M 10 x 130 090279 090447 ▯ ■ 12 50 70 2 10FIS A M 10 x 150 090281 090448 ▯ ■ 12 50 90 2 10FIS A M 10 x 170 044969 044973 ▯ ■ 12 50 110 2 10FIS A M 10 x 200 090282 090449 ▯ ■ 12 50 140 2 10FIS A M 12 x 120 044971 044974 ▯ ■ 14 50 55 3 10FIS A M 12 x 140 090283 090450 ▯ ■ 14 50 75 3 10FIS A M 12 x 160 090284 090451 ▯ ■ 14 50 95 3 10FIS A M 12 x 180 090285 090452 ▯ ■ 14 50 115 3 10FIS A M 12 x 210 090286 090453 ▯ ■ 14 50 145 3 10FIS A M 12 x 260 090287 090454 ▯ ■ 14 50 195 3 10FIS A M 16 x 130 044972 044975 ▯ ■ 18 64 51 4 10FIS A M 16 x 175 090288 090455 ▯ ■ 18 64 96 4 10FIS A M 16 x 200 090289 090456 ▯ ■ 18 64 121 4 10FIS A M 16 x 250 090290 090457 ▯ ■ 18 64 171 4 10FIS A M 16 x 300 090291 090458 ▯ ■ 18 64 221 4 10

Solid brick masonryType Compressive

brick strengthMin. effective

anchorage depth4)

Brick type, naming acc. DIN

Installation torque

Permissible tensile load3)

Permissible shear load3)

Min.spacing2)

Min.edge distance2)

fb hef,min [-] Tinst Nperm Vperm smin cmin

[N/mm²] [mm] [-] [Nm] [kN] [kN] [mm] [mm]

Solid brick MzM8 10 50 Mz 4,0 0,43 0,71 80 50M10 10 50 Mz 4,0 0,57 0,71 80 50M12 10 50 Mz 4,0 0,71 0,71 80 50M16 10 64 Mz 4,0 0,71 0,71 80 55M8 16 50 Mz 4,0 0,57 0,86 80 50M10 16 50 Mz 4,0 0,71 0,86 80 50M12 16 50 Mz 4,0 0,86 1,00 80 50M16 16 64 Mz 4,0 1,00 1,14 80 55

Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5)

Highest permissible loads1) 6) for a single anchor in solid brick masonry for pre-positioned or push-through installation.For the design the complete approval ETA-10/0383 has to be considered.

LOADS


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anchorage depth4)


Installation torque



Min.spacing2)

Min.edge distance2)



Solid sand-lime brick and solid block KSM8 10 50 KS (2DF) 4,0 0,43 0,71 80 50M10 10 50 KS (2DF) 4,0 0,43 0,71 80 50M12 10 50 KS (2DF) 4,0 0,43 0,71 80 50M16 10 64 KS (2DF) 4,0 0,57 0,71 80 55M8 20 50 KS (2DF) 4,0 0,57 1,00 80 50M10 20 50 KS (2DF) 4,0 0,71 1,00 80 50M12 20 50 KS (2DF) 4,0 0,71 1,00 80 50M16 20 64 KS (2DF) 4,0 0,71 1,00 80 55M8 10 50 KS (8DF) 4,0 1,43 0,71 80 50M10 10 50 KS (8DF) 4,0 1,43 0,71 80 50M12 10 50 KS (8DF) 4,0 1,43 0,71 80 50M16 10 64 KS (8DF) 4,0 2,57 0,86 80 55M8 28 50 KS (8DF) 4,0 2,14 1,29 80 50M10 28 50 KS (8DF) 4,0 2,57 1,29 80 50M12 28 50 KS (8DF) 4,0 2,57 1,29 80 50M16 28 64 KS (8DF) 4,0 2,57 1,43 80 55

1) The required partial safety factors for material resistance as well as a partial safety factor for load actions of

L = 1,4 are considered.



4) Max. effective anchorage depth 100 mm.5) gvz, A4 and C.6) The given loads are valid for fixations in dry and wet masonry for temperatures in the substrate


LOADS



anchorage depth4)


Installation torque

Permissible load3)


Min.spacing2)

Min.edge distance2)



Solid brick MzM8 10 85 Mz 4,0 0,71 0,86 80 50M10 10 85 Mz 4,0 0,71 0,86 80 50M8 16 85 Mz 4,0 0,71 1,14 80 50M10 16 85 Mz 4,0 0,71 1,14 80 50Solid sand-lime brick and solid block KSM8 10 85 KS (2DF) 4,0 0,43 0,86 80 50M10 10 85 KS (2DF) 4,0 0,43 0,86 80 50M8 20 85 KS (2DF) 4,0 0,57 1,29 80 50M10 20 85 KS (2DF) 4,0 0,57 1,29 80 50M8 10 85 KS (8DF) 4,0 1,43 0,86 80 50M10 10 85 KS (8DF) 4,0 1,43 0,86 80 50M8 28 85 KS (8DF) 4,0 2,57 1,43 80 50M10 28 85 KS (8DF) 4,0 2,57 1,43 80 50Solid block of lightweight aggregate concrete without slots VblM8 2 110 Vbl 4,0 0,57 0,43 80 50M10 2 110 Vbl 4,0 0,57 0,43 80 50M12 2 110 Vbl 4,0 0,71 0,43 80 60M12 2 180 Vbl 4,0 1,00 0,43 80 60M16 2 110 Vbl 4,0 0,71 0,43 80 60M16 2 180 Vbl 4,0 1,00 0,43 80 60

Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5) and anchor sleeve FIS H..K.Highest permissible loads1) 6) for a single anchor in solid brick masonry for pre-positioned installation.For the design the complete approval ETA-10/0383 has to be considered.





4) The max. anchorage depth is corresponding with the relevant anchor sleeves FIS H..K (see technical data).

5) gvz, A4 and C.6) The given loads are valid for fixations in dry and wet masonry for temperatures in the substrate


LOADS


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brick strengthEffective

anchorage depth4)

Brick type,naming acc. DIN

Installationtorque

Permissibletensile load3)

Min.spacing2)

Min.edge distance2)

fb hef [-] Tinst Fperm smin (amin) cmin (ar)

[N/mm²] [mm] [-] [Nm] [kN] [mm] [mm]

Solid brick MzM6 - M8 12 75 Mz 2,0 1,00 50 60M10 - M16 12 75 Mz 2,0 1,70 50 60Solid sand-lime brick and solid block KSM6 - M8 12 75 KS 2,0 1,00 50 60M10 - M16 12 75 KS 2,0 1,70 50 60

Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5) resp. internally threaded socket FIS E5).Highest permissible loads1) 6) for a single anchor in solid brick masonry for pre-positioned installation.For the design the complete approval Z-21.3-1824 has to be considered.

1) Required safety factors are considered.2) 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.

4) Values apply to threaded rod FIS A. When using the internal threaded socket FIS E (M6 to M12) the anchorage depth is 85 mm instead of 75 mm.

5) gvz and A4. For FIS E screw with grade 5.8 resp. A4-70.6) The given loads are valid for fixations in dry and humid masonry for temperatures in the substrate


LOADS



anchorage depth4)


Installationtorque

Permissibletensile load3)

Min.spacing2)

Min.edge distance2)


[N/mm²] [mm] [-] [Nm] [kN] [mm] [mm]

Solid brick MzM6 12 50 - 85 Mz 2,0 1,00 50 60M8 12 50 - 130 Mz 2,0 1,707) 50 60M10 12 85 - 130 Mz 2,0 1,70 50 60M12 12 85 - 130 Mz 2,0 1,70 50 60M16 12 85 - 200 Mz 2,0 1,70 50 60Solid sand-lime brick and solid block KSM6 12 50 - 85 KS 2,0 1,00 50 60M8 12 50 - 130 KS 2,0 1,707) 50 60M10 12 85 - 130 KS 2,0 1,70 50 60M12 12 85 - 130 KS 2,0 1,70 50 60M16 12 85 - 200 KS 2,0 1,70 50 60

Injection system FIS V with threaded rod FIS A5) resp. internally threaded socket FIS E5) and anchor sleeve FIS H..K.Highest permissible loads1) 6) for a single anchor in solid brick masonry for pre-positioned installation.For the design the complete approval Z-21.3-1824 has to be considered.



4) The anchorage depth is corresponding with the relevant anchor sleeves FIS H..K (see technical data).


up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.7) For anchor sleeve FIS H 12x50K F

perm = 1,00 kN.

LOADS


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Wall consoles Pipeline routes

The versatile fixing system with injection anchor sleeves for perforated brick masonry

ADVANTAGES

▪ The perforated mesh like structure of the FIS H K anchor sleeve is adapted for use with injection resins FIS V, FIS VS and FIS VW. This ensures resin is used sparingly but retains a high interlocking capacity.

▪ The internal ridges centre the anchor perfectly in the anchor sleeve, and enable it to accommodate different threaded stud diameters.

▪ The locking ribs secure the anchor sleeve in the drill hole which enables trouble-free overhead installation.

▪ The geometry of these anchor sleeves permit the bridging of non-bearing layers which can provide simple and convenient installations.

VERSIONS


APPLICATIONS

▪ Awnings ▪ Canopies ▪ Gates ▪ Handrails ▪ Consoles ▪ Pipelines ▪ Sanitary equipment ▪ Gratings ▪ Satellite antennas ▪ Sun protection

FUNCTIONING

▪ The system can be used with any of the following injection resins: FIS V, FIS VS & FIS VW. FIS VT or FIS P can be used but do not have approval.

▪ The system is suitable for pre-positioned installation when combined with injection anchor sleeves and threaded rods FIS A and RG M. The anchor sleeve is placed in the drill hole, and filled with injection resin from the anchor sleeve base.

▪ Pushing in and rotating the anchor causes the resin to be expelled through the sleeve‘s mesh like structure, so that it adheres to the base material. perfectly. The load is retained by the interlocking capacity.

BUILDING MATERIALS

Approved for: ▪ Vertically perforated brick ▪ Hollow blocks made from lightweight

concrete ▪ Hollow blocks made from concrete ▪ Perforated sand-lime brick ▪ Solid sand-lime brick ▪ Solid brick

Also suitable for: ▪ Hollow pumice slabs ▪ Slabs made of hollow brick and other

perforated brick ▪ Solid pumice and other solid building

materials

APPROVALS

Injection resin in perforated brick

INSTALLATION

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Injection anchor sleeve, 1 m length FIS H L

Items to order onlyDrill hole diameter Total length Fits Filling quantity per

10 cmSales unit

do

l


FIS H 12 x 1000 L 050598 12 1000 Ø6 / M 6 - Ø8 / M 8 12 10FIS H 16 x 1000 L 050599 16 1000 Ø10/M10 / Ø12/M12 14 10FIS H 22 x 1000 L 045301 22 1000 Ø12/M12 - Ø16/M16 20 6FIS H 30 x 1000 L 000645 30 1000 Ø16/M16 - Ø22/M22 26 4

TECHNICAL DATA

Injection anchor sleeve FIS H K

Items to order only

Appr

oval

Drill hole diameter

Min. drill hole depth


Fits Filling quantity per sleeve

Sales unit

do

h1

hef

Art.-No. DIBt ETA [mm] [mm] [mm] [scale units] [pcs]Item

FIS H 12 x 50 K 041900 ▯ — 12 60 50 FIS A M6-M8 5 50FIS H 12 x 85 K 041901 ▯ — 12 95 85 FIS A M6-M8 10 50FIS H 16 x 85 K 041902 ▯ ■ 16 95 85 FIS A M8-M10, FIS E M6-M8 12 50FIS H 16 x 130 K 041903 ▯ ■ 16 140 130 FIS A M8-M10 15 20FIS H 20 x 85 K 041904 ▯ — 20 95 85 FIS A M12-M16, FIS E M10-M12 15 20FIS H 20 x 130 K 046703 ▯ ■ 20 140 130 FIS A M12-M16 25 20FIS H 20 x 200 K 046704 ▯ ■ 20 210 200 FIS A M12-M16 40 20

TECHNICAL DATA

Injection anchor sleeve with net FIS H N

Drill hole diameter Min. drill hole depth Min. anchorage depth anchor

Filling quantity per sleeve

Fits Sales unit

do

h1

hv

Item Art.-No. [mm] [mm] [mm] [scale units] [pcs]

FIS H 16 x 85 N 050470 16 95 90 15 Ø8/M8 20FIS H 18 x 85 N 050472 18 95 90 17 Ø10/M10 20FIS H 20 x 85 N 050474 20 95 90 18 Ø12/M12 20

TECHNICAL DATA

Internal threaded sockets FIS E


steel

Appr

oval

Drill hole diameter in perforated brick

masonry


Min. bolt penetration

Max. bolt penetration

Suitable injection anchor sleeve Sales unit

do

hef

lE,min

lE,max

Art.-No. DIBt [mm] [mm] [mm] [mm] [pcs]Item gvz

FIS E 11 x 85 M6 043631 ▯ 16, 20 85 6 60 FIS H 16 x 85 K FIS H 20 x 85 K 10

FIS E 11 x 85 M8 043632 ▯ 16, 20 85 8 60 FIS H 16 x 85 K FIS H 20 x 85 K 10FIS E 15 x 85 M10 043633 ▯ 20 85 10 60 FIS H 20 x 85 K, 10FIS E 15 x 85 M12 043634 ▯ 20 85 12 60 FIS H 20 x 85 K 10


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TECHNICAL DATA

Threaded rod FIS A

Items to order only


5.8

stainless steel

Appr

oval

Drill hole diameter in perforated brick

masonry

Min. anchorage depth in perforated

brick masonry

Max. useful length in perforated brick

masonry

Suitable injection anchor sleeve

Sales unit

do

hef, min

tfix, max

Art.-No. Art.-No. DIBt ETA [mm] [mm] [mm] [pcs]Item gvz A4

FIS A M 6 x 70 046204 046205 ▯ — 12 50 12 FIS H 12 x 50 K 10FIS A M 6 x 75 090243 090437 ▯ — 12 50 17 FIS H 12 x 50 K 20FIS A M 6 x 85 090272 090438 ▯ — 12 50 27 FIS H 12 x 50 K 20

FIS A M 6 x 110 090273 090439 ▯ — 1250 85

50 15

FIS H 12 x 50 K FIS H 12 x 85 K

20

FIS A M 8 x 70 046206 046245 ▯ ■ 12 50 25 FIS H 12 x 50 K 10FIS A M 8 x 90 090274 090440 ▯ ■ 12 50 30 FIS H 12 x 50 K 10

FIS A M 8 x 110 090275 090441 ▯ ■ 12/1650 85 85

50 15 15

FIS H 12 x 50 K FIS H 12 x 85 K FIS H 16 x 85 K

10

FIS A M 8 x 130 090276 090442 ▯ ■ 12/1650 85 85

70 35 35


10

FIS A M 8 x 175 090277 090443 ▯ ■ 12/16

50 85 85

130

115 80 80 35


FIS H 16 x 130 K

10


FIS A M 10 x 150 090281 090448 ▯ ■ 1685

13055 10

FIS H 16 x 85 K FIS H 16 x 130 K

10

FIS A M 10 x 170 044969 044973 ▯ ■ 1685

13075 30

FIS H 16 x 85 K FIS H 16 x 130 K

10

FIS A M 10 x 200 090282 090449 ▯ ■ 1685

130105 60

FIS H 16 x 85 K FIS H 16 x 130 K

10


FIS A M 12 x 160 090284 090451 ▯ ■ 2085

13060 15

FIS H 20 x 85 K FIS H 20 x 130 K

10

FIS A M 12 x 180 090285 090452 ▯ ■ 2085

13080 35

FIS H 20 x 85 K FIS H 20 x 130 K

10

FIS A M 12 x 210 090286 090453 ▯ ■ 2085

130110 65

FIS H 20 x 85 K FIS H 20 x 130 K

10

FIS A M 12 x 260 090287 090454 ▯ ■ 2085

130 200

160 115 45


10

FIS A M 16 x 130 044972 044975 ▯ ■ 20 85 30 FIS H 20 x 85 K 10

FIS A M 16 x 175 090288 090455 ▯ ■ 2085

13075 30

FIS H 20 x 85 K FIS H 20 x 130 K

10

FIS A M 16 x 200 090289 090456 ▯ ■ 2085

130100 55

FIS H 20 x 85 K FIS H 20 x 130 K

10

FIS A M 16 x 250 090290 090457 ▯ ■ 2085

130 200

150 105 35


10

FIS A M 16 x 300 090291 090458 ▯ ■ 2085

130 200

200 155 85


10


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Perforated brick masonryType Compressive


anchorage depth4)


Installation torque



Min.spacing2)

Min.edge distance2)



Vertically perforated brick HlzM8 / M10 8 110 Hlz 2,0 0,57 0,57 80 100M12 / M16 8 110 Hlz 2,0 0,43 0,57 80 120M8 / M10 10 110 Hlz 2,0 0,71 0,43 80 100M12 / M16 10 110 Hlz 2,0 1,00 0,43 80 120M8 / M10 12 110 7) Hlz 2,0 0,57 0,57 80 100M12 / M16 12 110 Hlz 2,0 1,00 0,57 80 120M8 / M10 28 85 Hlz 2,0 1,00 1,71 100 240M12 / M16 28 110 Hlz 2,0 - - - - Perforated sand-lime brick KSLM8 / M10 12 85 KSL 2,0 0,71 1,29 80 100M12 / M16 12 110 KSL 2,0 0,86 1,29 80 120M8 / M10 20 85 KSL 2,0 1,00 1,71 80 100M12 / M16 20 110 KSL 2,0 1,29 1,71 80 120Hollow block of lightweight aggregate concrete HblM8 / M10 6 110 Hbl 2,0 0,34 0,71 80 100M12 / M16 6 110 Hbl 2,0 0,34 0,71 80 120

Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5) and anchor sleeve FIS H..KHighest permissible loads1) 6) for a single anchor in perforated brick masonry for pre-positioned installation.For the design the complete approval ETA-10/0383 has to be considered.





4) The max. anchorage depth is corresponding with the relevant anchor sleeves FIS H..K (see technical data).

5) gvz, A4 and C.6) The given loads are valid for fixations in dry and wet masonry for temperatures in the substrate

up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.7) For bricks with certain hole patterns 85 mm are possible. Please see approval.

LOADS

Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5) resp. internal threaded socket FIS E5) and anchor sleeve FIS H..KHighest permissible loads1) 6) for a single anchor in perforated brick masonry for pre-positioned installation.For the design the complete approval Z-21.3-1824 has to be considered.

Perforated brick masonryType Compressive

brick strengthEffective ancho-

rage depth4)


Installation torque

Permissible load3)

Permissible load3) 7)

Min. spacing2) Min. edge distance2)

fb hef [-] Tinst Fperm Fperm smin (amin) cmin (ar)


Vertically perforated brick HlzM6 - M16 4 85 HLz 2,0 0,30 0,60 50 50M6 - M16 6 85 HLz 2,0 0,40 0,80 50 50M6 - M16 12 85 HLz 2,0 0,80 1,00 50 50Perforated sand-lime brick KSLM6 - M16 4 85 KSL 2,0 0,40 0,60 50 50M6 - M16 6 85 KSL 2,0 0,60 0,80 50 50M6 - M16 12 85 KSL 2,0 0,80 1,40 50 50Hollow block of lightweight aggregate concrete HblM6 - M16 2 85 Hbl 2,0 0,30 0,50 50 200M6 - M16 4 85 Hbl 2,0 0,60 0,80 50 200Hollow block of normal concrete HbnM6 - M16 4 85 Hbn 2,0 0,60 0,80 50 200Lightweight aggregate concrete TGLM8 - M16 - 85 TGL 2,0 2,008) - 50 50



4) Anchorage depths apply for FIS A and FIS E (M6 - M12).


up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.7) The given values apply for rotary drilling (without impact). The thickness of the outer web of the

KSL has to be min. 30 mm (old bricks).8) For M8 and M10 the highest permissible load is 1,3 kN.

LOADS


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FIS A with Injection resin for aerated concrete

Canopies Detail: Undercut drillhole in aerated concrete

ADVANTAGES

▪ The cone-shaped drill hole guarantees maximum load-bearing capacity in aerated concrete thanks to the interlock.

▪ The centring sleeve PBZ fixes the anchor in the drill hole, thus also allowing for overhead installation.

▪ Two anchorage depths in combination with the threaded rod FIS A allow for the ideal adaptation to the load to be applied.

▪ The internal threaded anchor FIS E allows for surface flush removal and reuse of the fixing point, and therefore offers the best possible flexibility.

VERSIONS


FUNCTIONING

▪ The system can be used with any of the following injection resins: FIS V, FIS VS, FIS VW. FIS VT and FIS P can be used but do not have approvals.

▪ The injection system for aerated concrete is for pre-positioned installation.

▪ The cone drill bit PBB allows for the drill hole and undercut to be made in one step by pivoting the drill.

▪ The resin completely fills the undercut and transfers the load via the interlock.

▪ The drill hole is filled from the drill hole mouth using the centring sleeve PBZ.

▪ The threaded rod FIS A or the internally threaded anchor FIS E are set manually by rotating slightly whilst pressing in.

BUILDING MATERIALS

Approved for: ▪ Reinforced roof and ceiling boards

made of aerated concrete ▪ Aerated concrete blocks ▪ Prefabricated reinforced and non-

reinforced wall components made of aerated concrete

APPROVALS

Secure hold in aerated concrete using undercut technology

APPLICATIONS

▪ Guard rails ▪ Consoles ▪ Gates ▪ Staircases ▪ Windows ▪ Façades ▪ Canopies ▪ Timber constructions ▪ Steel constructions ▪ Sun protection

INSTALLATION

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TECHNICAL DATA

Threaded rod FIS A

Items to order only


5.8

stainless steel

Appr

oval

Drill hole diame-ter in aerated

concrete

Min. anchorage depth in aerated

concrete

Max. useful length in aerated

concrete

Fill quantity for effect. anchoring depth in aerated

concrete

Sales unit

DIBt do

hef, min

tfix, max


FIS A M 8 x 90 090274 090440 ▯ 14 75 5 15 10FIS A M 8 x 110 090275 090441 ▯ 14 75 25 15 10FIS A M 8 x 130 090276 090442 ▯ 14 75 45 15 10FIS A M 8 x 175 090277 090443 ▯ 14 75 90 15 10FIS A M 10 x 110 090278 090444 ▯ 14 75 25 15 10FIS A M 10 x 130 090279 090447 ▯ 14 75 45 15 10FIS A M 10 x 150 090281 090448 ▯ 14 75 65 15 10FIS A M 10 x 170 044969 044973 ▯ 14 75 85 15 10FIS A M 10 x 200 090282 090449 ▯ 14 75 115 15 10FIS A M 12 x 120 044971 044974 ▯ 14 75 30 15 10FIS A M 12 x 140 090283 090450 ▯ 14 75 50 15 10FIS A M 12 x 160 090284 090451 ▯ 14 75 70 15 10FIS A M 12 x 180 090285 090452 ▯ 14 75 90 15 10FIS A M 12 x 210 090286 090453 ▯ 14 75 115 15 10FIS A M 12 x 260 090287 090454 ▯ 14 75 170 15 10

TECHNICAL DATA

Internal threaded sockets FIS E


steel

Appr

oval Drill hole

diameterEffect. anchoring

depthMin. bolt


penetrationFill quantity for effect. anchoring

depth in aerated concreteSales unit

do

hef

lE,min

lE,max

Art.-No. DIBt [mm] [mm] [mm] [mm] [scale units] [pcs]Item gvz

FIS E 11 x 85 M6 043631 ▯ 14 85 6 60 20 10FIS E 11 x 85 M8 043632 ▯ 14 85 8 60 20 10

ACCESSORIES

Cone drill PBB Centring sleeve PBZ

Appr

oval Fits Sales unit

Item Art.-No. DIBt [pcs]

Cone drill PBB 090634 ▯ M8 - M12; FIS E 1Centring sleeve PBZ 090671 ▯ M8 - M12; FIS E 10


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Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5) resp. internal threaded socket FIS E5) and centring sleeve PBZ.Highest permissible loads1) 6) for a single anchor in aerated concrete walls.For the design the complete approval Z-21.3-1824 has to be considered.

Aerated concrete wallType Compressive


anchorage depth4)


Installation torque Permissibleload3)

Min.spacing2)

Min.edge distance2)


[N/mm²] [mm] [-] [Nm] [kN] [mm] [mm]

Aerated concrete block PB, PPM8 - M12 2 75 PB, PP 10,0 0,90 50 100M8 - M12 2 954) PB, PP 10,0 1,30 50 150M8 - M12 4 75 PB, PP 10,0 1,20 50 100M8 - M12 4 954) PB, PP 10,0 1,70 50 150M8 - M12 6 75 PB, PP 10,0 1,60 50 100M8 - M12 6 954) PB, PP 10,0 2,10 50 150Reinforced aerated concrete wall panel P / Reinforced aerated concrete roof and floor slabs M8 - M12 2,2 75 P2,2 10,0 0,90 50 100M8 - M12 2,2 954) P2,2 10,0 1,40 50 150M8 - M12 3,3 75 P3,3 10,0 1,20 50 100M8 - M12 3,3 954) P3,3 10,0 1,60 50 150M8 - M12 4,4 75 P4,4 10,0 1,40 50 100M8 - M12 4,4 954) P4,4 10,0 1,90 50 150



4) Values apply to threaded rod FIS A. When using the internal threaded socket FIS E (M6 and M8) the anchorage depth is 85 mm instead of 95 mm.

5) gvz and A4. For FIS E screw with grade 5.8 resp. A4-70.6) The given loads are valid for fixations in dry and humid aerated concrete for temperatures in the

substrate up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.

LOADS


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Rebar connections Rebar connections

Professional rebar connections

ADVANTAGES

▪ The injection resin FIS V / VS allow for rebar connections from Ø8 to 28 mm, whilst injection resin FIS EM allows for rebar connections up to Ø40 mm to be carried out. This offers maximum flexibility.

▪ FIS EM also allows for the execution of rebar connections in diamond-drilled holes. ▪ The FRA with connecting thread in A4 stainless steel fully utilises the load-bearing

capacity of the concrete. This means that extremely high tensile loads can be introduced into the base material.

▪ Accessories in line with building site requirements, such as injection adapters and extension tubes, ensure fast installation.

▪ The FIS rebar case contains all of the individual components required, thus ensuring a convenient installation.

APPLICATIONS

▪ Post-installed concrete steel bars, e.g. for overlap connections, end anchorings, starter bars, needlings etc.

▪ Rebar anchor FRA

FUNCTIONING

▪ Anchoring as with cast-in reinforcement bars in line with Eurocode 2 and DIN 1045-1. ▪ The resin is extruded fully mixed into the drill hole using the injection adapter to prevent

any air pockets. The geometry causes a build-up of pressure in the drill hole, which pushes the injection adapter and extension tube automatically out of the drill hole.

▪ The resin bonds the entire surface of the reinforcement bar with the drill hole wall.

BUILDING MATERIALS


cracked and non-cracked

APPROVALS

Rebar connections

INSTALLATION WITH FIS V / FIS VS

INSTALLATION IN DIAMOND DRILLED HOLES WITH FIS EM

INSTALLATION IN HAMMER DRILLED HOLES WUTH FIS EM

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Rebar connections

TECHNICAL DATA

Rebar anchor FRA

Combination of materials

Appr

oval Total length Max. fixing thickness Drill-hole Fill quantity Sales unit

l tfix

d0

Art.-No. DIBt ETA [mm] [mm] [Ø mm] [scale units] [pcs]Item

FRA 12/900 M12-60 505529 ▯ ■ 975 60 16 50 8FRA 16/1100 M16-60 505533 ▯ ■ 1180 60 20 81 8FRA 20/1400 M20-60 505534 ▯ ■ 1485 60 25 160 4Reinforcement bar welded with the threaded part made of stainless steel A4.

TECHNICAL DATA

Approval Contents Sales unit


FIS-Rebar case Int 505942 — ■

8 x Cleaning brush, 5 x Extensions for cleaning brushes 40 cm long, 1 x SDS Chuck with internal thread M 8, 24 x Injection adapter,

1 x Cleaning hose complete, 1 x Brush control template, 8 x Cleaning nozzle, 1 x Marker tape, 1 x Digital thermometer, 1 x Protective goggles,

1 x Installation instructions (german, english, french, italian, spanish), 10 x Installation report, 2 x Flat spanner SW 7 and the relevant approvals

1


Item Art.-No. [pcs]






Recommended pressure 6 barAir compression Max. 40I/min

1


1


1


1

Dispenser FIS DC S

DispenserFIS DP S-L

DispenserFIS DPS/XL

Dispenser FIS AP

Dispenser FIS AJ

DISPENSER GUNS


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DISPENSER GUNS

Dispenser FIS DM S Dispenser FIS AM Dispenser FIS DM S-L

To order only Adapted for Sales unitItem Art.-No. [pcs]


1

FIS AM 056052 FIS V 360 S, FIS HB 345 S, FIS HB 150 C, FIS VT 300 T, FIS VS 150 C, FIS VW 360 S,FIS P 300 T and 1K-cartridges

1

FIS DM S-L 510992 FIS EM 585 S 1

Rebar connections

ACCESSORIES

Items to order onlyColour Length Sales unit

Item Art.-No. [mm] [pcs]

Brush for drill-Ø 12 mm 001490 white - 1Brush for drill-Ø 14 mm 001491 blue - 1Brush for drill-Ø 16 mm 001492 red - 1Brush for drill-Ø 18 mm 001493 yellow - 1Brush for drill-Ø 20 mm 001494 green - 1Brush for drill-Ø 25 mm 001495 black - 1Brush for drill-Ø 30 mm 090063 grey - 1Brush for drill-Ø 35 mm 090071 brown - 1Brush for drill-Ø 40 mm 505061 - - 1Brush for drill-Ø 45 mm 506254 - - 1Brush for drill-Ø 55 mm 505062 - - 1FIS brush extension 508791 - 420 1SDS Chuck with internal thread M 8 511961 - - 2

Cleaning brush with thread M

ACCESSORIES

Items to order only

Art.-No. Colour Sales unit [pcs]Item

Injection-adapter (Ø 9) for drill-Ø 12 mm 001497 white 10Injection-adapter (Ø 9 for drill-Ø 14 mm 001498 blue 10Injection-adapter (Ø 9) for drill-Ø 16 mm 001499 red 10Injection-adapter (Ø 9) for drill-Ø 18 mm 001483 yellow 10Injection-adapter (Ø 9 for drill-Ø 20 mm 001506 green 10Injection-adapter (Ø 15) for drill-Ø 20 mm 001508 green 10Injection-adapter (Ø 9) for drill-Ø 25 mm 001507 black 10Injection-adapter (Ø 15) for drill-Ø 25 mm 001509 black 10Injection-adapter (Ø 9) for drill-Ø 30 mm 090689 grey 10Injection-adapter (Ø 15) for drill-Ø 30 mm 090700 grey 10Injection-adapter (Ø 9) for drill-Ø 35 mm 090699 brown 10Injection-adapter (Ø 15) for drill-Ø 35 mm 090701 brown 10Injection-adapter (Ø 9) for drill-Ø 40 mm 505077 - 10Injection-adapter (Ø 15) for drill-Ø 40 mm 505079 - 10Injection-adapter (Ø 9) for drill-Ø 45 mm 508909 - 10Injection-adapter (Ø 15) for drill-Ø 45 mm 508910 - 10Injection-adapter (Ø 9) for drill-Ø 55 mm 505078 - 10Injection-adapter (Ø 15) for drill-Ø 55 mm 505080 - 10FIS Extension tube 048983 - 10Extension tube Ø 15 (1,9 m) 001489 - 10

Extension tubeInjection adapter for drill Ø 12 - 25 mm

Injection adapter fordrill Ø 30 - 55 mm

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Cracked or Non-cracked concreteRebar Basic anchorage length4)

for FIS V, FIS VSBasic anchorage length4)

for FIS EMMax. permissibleembedment depth

Max. design resistancefor tensile load

Max. permissibletensile load

lb,rqd lb,rqd max lv NRd,s3) Nperm,s

3)

[mm] [mm] [mm] [kN] [kN]

Ø 8 mm 378 378 1800 21,9 15,6Ø 10 mm 473 473 1800 34,1 24,4Ø 12 mm 567 567 1800 49,2 35,1Ø 14 mm 662 662 1800 66,9 47,8Ø 16 mm 756 756 1800 87,4 62,4Ø 20 mm 945 945 1800 136,6 97,6Ø 25 mm 1181 1181 2000 213,4 152,4Ø 28 mm 1323 1323 2000 267,7 191,2Ø 32 mm - 1512 2000 349,7 249,8Ø 36 mm - 1701 2000 442,6 316,1Ø 40 mm - 1890 2000 546,4 390,3

Injection system FIS V, FIS VS and FIS EM with Rebars from steel type BSt 500 S5)

Design resistant loads and permissible tensile loads1) 6) of a single post-installed Rebar in concrete C20/252).For the design and planning the complete approval ETA - 09/0089 and ETA - 08/0266 have to be considered.

1) The partial safety factors for material resistance as regulated in the European Standard EN 1992-1-1 as well as a partial safety factor for load actions of


2) The ETA-approvals for FIS V and FIS EM allow post-installed rebar connections in concrete C12/15 up to C50/60. When using another concrete strength class the given basic anchorage length will change.

3) When using the full steel capacity.4) Basic anchorage length" according EN 1992-1-1, chapter 8.4.3 for concrete strength class

C20/25 for "good bond conditions"5) Rebars with a characteristic yield strength f

yk = 400 - 600 N/mm² according EN 1992-1-1

Annex C,Table C.1 and C.2N are permitted. When using an other steel quality the given basic anchorage length as well as the steel capacity (see foot note 3) will change.

6) Fixations with post-installed rebars with FIS V and FIS EM are permitted in dry and wet concrete for temperatures in the substrate up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.

7) For determination of the installation measures (minimum concrete cover, spacings e.g.) as well as an eventually required transverse reinforcement see EN 1992-1-1 and the general instruction rules of the approvals.

LOADS

Rebar connections

Cracked or Non-cracked concreteType Basic

anchorage length4)

Max. effectiveembedment depth

Max.embedment depth

Installation torque Max. design resistance for tensile load

Max. permissible tensile load

lb,rqd max lv max le,ges Tinst NRd,s3) Nzul,s

3)

[mm] [mm] [mm] [Nm] [kN] [kN]

FRA 12/900 M12 567 800 900 50,0 49,2 35,1FRA 16/1100 M16 756 1000 1100 100,0 87,4 62,4FRA 20/1400 M20 945 1300 1400 150,0 136,6 97,6

Injection system FIS V, FIS VS and FIS EM with Rebar anchor FRA5)

Highest permissible tensile loads1) 6) for a single Rebar anchor in concrete C20/252).For the design and planning the complete approvals ETA - 09/0089 and ETA - 08/0266 have to be considered.

1) The partial safety factors for material resistance as regulated in the European Standard EN 1992-1-1 as well as a partial safety factor for load actions of


2) The ETA-approvals for FIS V and FIS EM allow post-installed rebar connections in concrete C12/15 up to C50/60. When using another concrete strength class the given basic anchorage length will change.

3) When using the full steel capacity.4) Basic anchorage length according EN 1992-1-1, chapter 8.4.3 for concrete strength class C20/25

for „good bond conditions“

5) Reinforcement bar BSt 500 S according EN 1992-1-1 Annex C,Table C.1 and C.2N.6) Fixations with post-installed Rebars anchors FRA with FIS V and FIS EM are permitted in dry and

wet concrete for temperatures in the substrate up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.

7) For determination of the installation measures (minimum concrete cover, spacings e.g.) as well as an eventually required transverse reinforcement see EN 1992-1-1 and the general instruction rules of the approvals.

LOADS

ACCESSORIES

Items to order only

Art.-No. Fits Sales unit [pcs]Item

Compressed air nozzle D12-D15 511956 Drill diameter Ø 12 - 15 mm 2Compressed air nozzle D16-D19 511957 Drill diameter Ø 16 - 19 mm 2Compressed air nozzle D20-D25 511958 Drill diameter Ø 20 - 25 mm 2Compressed air nozzle D30-D35 511959 Drill diameter Ø 30 - 35 mm 2Compressed air nozzle D40-D55 511960 Drill diameter Ø 40 - 45 mm 2

Compressed air nozzle

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Production robots Tunnel ventilators

The performance class amongst dynamic anchors

ADVANTAGES

▪ During the setting process, the injection resin FIS HB fills the annular gap in the fixture, and ensures maximum load distribution. This allows for the absorption of dynamic alternating loads.

▪ The cone shape of the FHB-A dyn rod ensures controlled expansion under dynamic stress, thus allowing for use in cracked concrete.

▪ The FHB-A dyn is also available in highly corrosion-resistant steel. This makes it suitable for use in aggressive atmospheres such as tunnels.

▪ The Highbond anchor dynamic system can achieve even greater shear loads due to the additional sleeve of the anchor rod FHB-A dyn V and therefore provides an increased level of safety.

VERSIONS

▪ zinc-plated steel ▪ high corrosion resistant steel

APPLICATIONS

▪ Cranes ▪ Mobile portal and ceiling cranes ▪ Guide rails for elevators ▪ Tunnel ventilators (jet fans) ▪ Bridges for traffic signs ▪ Antennas and transmitter masts ▪ Industrial robots

FUNCTIONING

▪ The injection system suitable for tensile zones consists of the Highbond dynamic anchor rod FHB-A dyn and the injection resin FIS HB.

▪ FHB dyn is approved for pre-positioned and push-through installation.

▪ Extruding the resin causes the two components to be mixed and activated in the static mixer.

▪ The resin bonds the entire surface of the anchor rod with the drill hole wall and seals the drill hole.

▪ The centring sleeve positions the anchor in the middle of the fixture, thus ensuring a safe load application.

▪ The lock nut prevents the nut from becoming loose.

BUILDING MATERIALS


cracked and non-cracked

APPROVALS

Highbond anchor dynamic FHB dyn

PRE-POSITIONED INSTALLATION FHB DYN

PUSH-THROUGH INSTALLATION FHB DYN / FHB DYN V

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TECHNICAL DATA

Highbond anchor dynamic FHB-A dyn


steelhighly

corrosion resistant

steel

Appr

oval

Drill hole diameter

Drill depth through fixture

Anchorage depth

Min. - max. Fixture

thickness

Drill-hole diameter in

object

Width across nut

Sales unit

do

h0

hef

tfix

df

SW

Art.-No. Art.-No. DIBt [mm] [mm] [mm] [mm] [Ø mm] [mm] [pcs]Item gvz C

FHB-A dyn 12 x 100/25 092018 — ▯ 14 130 100 8 - 25 15 19 10FHB-A dyn 12 x 100/50 092019 — ▯ 14 155 100 8 - 50 15 19 10FHB-A dyn 16 x 125/25 092020 — ▯ 18 155 125 10 - 25 19 24 10FHB-A dyn 16 x 125/50 092036 093445 1) ▯ 18 180 125 10 - 50 19 24 10FHB-A dyn 20 x 170/50 092037 — ▯ 24 225 170 12 - 50 25 30 10FHB-A dyn 24 x 220/50 092038 — ▯ 28 275 220 14 - 50 29 36 51) Prices and delivery time on request.

TECHNICAL DATA

Highbond anchor dynamic FHB-A dyn V


steel

Appr

oval

Drill hole diameter

Drilldepth Anchorage depth

Min. - max. Fix-ture thickness

Drill-hole diameter in

object

Width across nut Sales unit

do

td

hef

tfix

df

SW

Art.-No. DIBt [mm] [mm] [mm] [mm] [Ø mm] [mm] [pcs]Item gvz

FHB-A dyn 12 x 100/50 V 092039 ▯ 14 85 105 8 - 50 21 19 10FHB-A dyn 16 x 125/50 V 092040 ▯ 18 100 130 10 - 50 29 24 10

TECHNICAL DATA

Injection resin FIS HB 345 S + static mixer FIS S

Appr


Item Art.-No. DIBt [pcs]

FIS HB 345 S 033211 ▯ D, GB, F, E, NL, CZ 1 cartridge 360 ml, 2 x static mixer FIS S 6FIS Mixer red 096448 — — 10 static mixer 10

Cartridge temperatureFIS HB

Gelling timeFIS HB


Curing time

(minimum + 5°C) FIS HB

‒ 5°C – ± 0°C 360 min.± 0°C – + 5°C 180 min.

+ 5°C – +20°C 15 min. + 5°C – +20°C 90 min.+20°C – +30°C 6 min. +20°C – +30°C 35 min.+30°C – +40°C 4 min. +30°C – +40°C 20 min. > +40°C 2 min. > +40°C 12 min.

Please note: The curing times apply for dry anchoring bases, in damp anchoring bases they should be doubled. Remove water from drill hole.

CURING TIME - FIS HB


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Type Resin volume in scale unitsshown on the cartridge labels‘ corresponding scale

Anchors per cartridge FIS HB 345 S *)

FHB-A dyn 12 x 100 / 25 7 24FHB-A dyn 12 x 100 / 50 8 21FHB-A dyn 16 x 125 / 25 9 18FHB-A dyn 16 x 125 / 50 10 17FHB-A dyn 20 x 170 / 50 23 7FHB-A dyn 24 x 220 / 50 38 4FHB-A dyn 12 x 100 / 50 V 12 14FHB-A dyn 16 x 125 / 50 V 20 8*) max. number with one static mixer

FILLING QUANTITIES

DISPENSER GUNS

Dispenser FIS DM S Dispenser FIS AM

To order only Adapted for Sales unit

Item Art.-No. [pcs]


1

FIS AM 056250 FIS V 360 S, FIS HB 345 S, FIS HB 150 C, FIS VT 300 T, FIS VS 150 C, FIS VW 360 S, FIS P 300 T and 1K-cartridges

1


Item Art.-No. [pcs]






Recommeneded pressure 6 barAir compression Max. 40I/min

1

Dispenser FIS DC S

Dispenser FIS AP

DISPENSER GUNS


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Cracked or Non-cracked concreteType Effective

anchorage depthMin. member




Min.spacing

Min.edge distance

hef hmin Tinst ∆Nzul3) ∆Vzul

3) smin2) cmin

2)


FHB dyn 12x100 100 200 40,0 14,1 6,7 100 100FHB dyn 12x100 V 105 200 40,0 14,1 9,6 100 100FHB dyn 16x125 125 250 60,0 23,0 11,9 100 100FHB dyn 16x125 V 130 250 60,0 23,0 17,0 100 100FHB dyn 16x125 C 5) 125 250 60,0 15,6 11,9 100 100FHB dyn 20x170 170 340 100,0 28,1 17,0 150 150FHB dyn 24x220 220 440 120,0 28,9 22,2 180 180

Highbond anchor dynamic FHB dynHighest permissible loads for a single anchor1) 6) in concrete B25 resp. C20/254).For the design the complete approval Z-21.3-1748 has to be considered.

1) The permissible loads apply for the design method II (unknown lowest load and unknown load cycles). The partial safety factor for material resistance and the partial safety factor for action regarding fatigue as regulated in the approval are considered. When using design method I higher permissible loads may be possible. As an single anchor counts e.g. an anchor with a spacing s 3 x h

ef and an edge distance c 1,5 x h


2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.

3) For combinations of tensile loads, shear loads 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) Anchor rod FHB-A dyn-C made of highly corrosion-resistant steel of the corrosion resistance class

IV e.g. 1.45296) The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate


LOADS


Cleaning brush BS for concrete

For drill diameter Brush diameter Fits to fixings Sales unit


BS ø 14 078180 14 16 FHB-A dyn M12 1BS ø 16/18 078181 16/18 20 FHB-A dyn M16 1BS ø 24 078182 24 26 FHB-A dyn M20 1BS ø 28 078183 28 30 FHB-A dyn M24 1

Compressed-air cleaning gun

Item to order only Fits Sales unit

Item Art.-No. [pcs]

Compressed-air cleaning gun ABP 059456 FHB-A dyn M20-M24 1


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fill & fix injection fixing

Repairing damaged curtain rails Repairing damaged curtain rails

A versatile injection fixing

ADVANTAGES

▪ The fill & fix injection fixing works in most building materials. As a result, a number of applications can be completed with just one product.

▪ Wood screws can be screwed directly into the hardened injection fixing for a fast and simple installation.

▪ The special formula compound enables the screw to be screwed into the injection fixing and removed so components can be reattached to the same point.

▪ fill & fix can be sanded, painted, and is suitable for filling drill holes that are no longer needed prior to painting.

APPLICATIONS

▪ Repairing cracked or over-sized drill holes

▪ Repairing broken furniture hinges etc. ▪ Fixing lightweight objects in difficult or

old building materials. ▪ Fixing lightweight objects in internal

and UV-protected external areas

FUNCTIONING

▪ fill & fix is a 2-component, solvent-free injection compound based on polyurethane. It is applied into the drill hole, where it foams lightly and sets quickly.

▪ The increase in volume during the setting process guarantees a secure hold, even in old or difficult building materials.

▪ After approx. 2 minutes, screws, hooks, eye screws etc, with a diameter of up to 6 mm that are normally used in wood, can be screwed into and removed from the set material without pre-drilling.

▪ Use the perforated sleeves (included) for hollow and board building materials.

TECHNICAL DATA

fill & fix Injection fixing

Items to order only

Art.-No. Contents Languages on the cartridge Sales unit [pcs]Item

fill & fix K (GB) 504429 1 cartridge 25 ml, 2 static mixer, 4 anchor sleeves, 2 extension tubes GB 8fill & fix (GB) 503463 1 cartridge 25 ml, 2 static mixer, 4 anchor sleeves, 2 extension tubes GB 12fill & fix Static mixer 502735 6 static mixer - 1

INSTALLATION

BUILDING MATERIALS ▪ Concrete ▪ Vertically perforated brick ▪ Hollow block made from lightweight

concrete ▪ Cavity floor slabs made of brick,

concrete, etc. ▪ Perforated sand-lime brick ▪ Solid sand-lime brick

▪ Natural stone with dense structure ▪ Panel building materials ▪ Aerated concrete ▪ Solid panel made from gypsum ▪ Solid brick made from lightweight

concrete ▪ Solid brick

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Decisive factors

Technical disclaimer / Decisive factors 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.

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 advice 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 920E-mail: [email protected]

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.

General NoticeThe 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 920E-mail: [email protected]

Contacts

fischer fixings UK Ltd.Whitely RoadOxon OX10 9AT WallingfordGreat BritainPhone (0044) 1491 827900Fax (0044) 1491 827953E-mail [email protected]

Your dealer:

01/2013

www.fischer.co.uk

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Technical Service If you need any assistance, simply contact your local fischer representative. For more specialised application problems please contact our Technical Services Team.

fischer fixings UK Ltd. Wallingford, Oxon, OX10 9AT.

Phone 01491 827 920 e-mail: [email protected]

Technical TrainingWe also offer training seminars suited to your individual needs and requirements. Please call the number above to find out more

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