Deutsches Institut für Bautechnik DIBt Approval body for construction products and types of construction Bautechnisches Prüfamt An institution established by the Federal and Laender Governments European Technical Assessment English translation prepared by DIBt - Original General Part Technical Assessment Bodytssulng the European Technical Assessment: Trade name of the construction product Product family to which the construction product belongs Manufacturer Manufacturing plant This European Technical Assessment contains This European Technical Assessment is issued in accordance with Regulation (EU) No 305/2011, on the basis of This Version repiaces Designated according to Article 29 of Regula tion (EU) No 305/2011 . and member of EOTA (European Organi sation for Technical Assessment) ETA-10/0352 of 10 August IgJJ Version in German language Deutsches Institut für Bautechnik fischer Injection System FIS VL Injektionssystem for use in concrete fischerwerke GmbH & Co. KG Klaus-Fischer-Straße 1 72178 Waldachtal DEUTSCHLAND fischerwerke Member of TA www.eota.eu 21 pages including 3 annexes which form an integral part of this assessment Guideline for European technical approval of "Metal anchors for use in concrete", ETAG 001 Part 5: "Bonded anchors", April 2013, used as European Assessment Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU) No 305/2011. ETA-10/0352 issued on 6 July 2015 Deutsches Institut für Bautechnik Kolonnenstraße 30 8110829 Berlin | GERMANY | Phone: +493078730-01 Fax: +493078730-3201 Email; [email protected]I www.dibt.de Z37860.17 8.06.01-150/17
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DeutschesInstitut
für
Bautechnik DIBt
Approval body for construction productsand types of construction
Bautechnisches Prüfamt
An institution established by the Federal andLaender Governments
Product familyto which the construction product belongs
Manufacturer
Manufacturing plant
This European Technical Assessmentcontains
This European Technical Assessment isissued in accordance with Regulation (EU)No 305/2011, on the basis of
This Version repiaces
★ ★
Designated
according to ★Article 29 of Regula
tion (EU) No 305/2011 .
and member of EOTA
(European Organisation for Technical
Assessment)
★ ★★
ETA-10/0352
of 10 August IgJJ
Version in German language
Deutsches Institut für Bautechnik
fischer Injection System FIS VL
Injektionssystem for use in concrete
fischerwerke GmbH & Co. KG
Klaus-Fischer-Straße 1
72178 Waldachtal
DEUTSCHLAND
fischerwerke
Member of
TAwww.eota.eu
21 pages including 3 annexes which form an integral partof this assessment
Guideline for European technical approval of "Metalanchors for use in concrete", ETAG 001 Part 5: "Bondedanchors", April 2013,used as European Assessment Document (EAD)according to Article 66 Paragraph 3 of Regulation (EU)No 305/2011.
The European Technical Assessment is issued by the Technical Assessment Body in its official language.Translations of this European Technical Assessment in other languages shali fully correspond to theoriginal issued document and shall be identified as such.
Communication of this European Technical Assessment, including transmission by eiectronic means,shall be in füll. However, partial reproduction may only be made with the written consent of the issuingTechnical Assessment Body. Any partial reproduction shall be identified as such.
This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, inparticular pursuant to Information by the Commission in accordance with Article 25(3) of Regulation(EU) No 305/2011.
The fischer injectlon system FIS VL is a bonded anchor consisting of a cartridge with injectionmortar tischen FIS VL, FIS VL High Speed or FIS VL Lew Speed and a steel element.
The steel element is placed into a drilied hole filied with injection nnortar and is anchored via thebond between metal part, injection mortar and concrete.
The product description is given in Annex A.
2 Specification of the intended use in accordance with the applicable EuropeanAssessment Document
The Performances given in Section 3 are only vaiid if the anchor is used in compliance with thespecifications and conditions given in Annex B.
The verifications and assessment methods on which this European Technical Assessment isbased lead to the assumption of a working life of the anchor of at least 50 years. The indicationsgiven on the working life cannot be interpreted as a guarantee given by the producer, but are tobe regarded only as a means for choosing the right products in relation to the expectedeconomically reasonable working life of the works.
3
3.1
3.2
3.3
3.4
Z37860.17
Performance of the product and references to the methods used for its assessment
Mechanical resistance and stability (BWR 1)
Essential characteristic Performance
Characteristic values for static and quasi-staticaction, displacements
See Annex C 1 to C 6
Safety in case of fire (BWR 2)
Essential characteristic Performance
Reaction to fire Anchorages satisfy requirements forClass AI
Resistance to fire No Performance assessed
Hygiene, health and the environment (BWR 3)
Regarding dangerous substances there may be requirements (e.g. transposed Europeanlegislation and national laws, reguiations and administrative provisions) applicable to theproducts falling within the scope of this European Technical Assessment. In order to meet theprovisions of Regulation (EU) No 305/2011, these requirements need also to be complied with,when and where they apply.
Safety in use (BWR 4)
The essential characteristics regarding Safety in use are included under the Basic WorksRequirement Mechanical resistance and stability.
8.06.01-150/17
Deutsches
Institutfür
Bautechnik DIßtEuropean Technical Assessment
ETA-10/0352 ''^9® 4 of 21 110 August 2017English translation prepared by DIBt
4 Assessment and verification of constancy of Performance (AVCP) system applied, withreference to its legal base
in accordance with guideline for European technical approval ETAG 001, April 2013 used asEuropean Assessment Document (EAD) according to Articie 66 Paragraph 3 of Regulation (EU)No 305/2011 the applicable European legal act is: [96/582/EC].
The system to be applied is: 1
5 Technical details necessary for the implementation of the AVCP system, as provided forin the applicable European Assessment Document
Technical details necessary for the implementation of the AVCP system are laid down in thecontrol plan deposited at Deutsches Institut für Bautechnik.
Issued in Berlin on 10 August 2017 by Deutsches Institut für Bautechnik
Andreas Kummerow beglaubigt:
Head of Department Baderschneider
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English translation prepared by DIBt
Installation conditions
hmln
• /J I/' /y / / /
•.-/J \Z-/^. . /-L /—C-Setting depth mark
^ hp = hat
fischer injection system FIS VL
Product descriptionInstallation conditions
Z37864.17
Deutsches
Institut
für
Bautechnik DIBt
Anchor rod
Pre-positioned anchor
Anchor rod
Push through anchor(annular gap filied with mortar)
fischer
Internal threaded anchor RG MI
Pre-positioned anchor only
Annex A1
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or property class 70 withfyk= 560 N/mm®1.4565; 1.4529
EN 10088-1:2014
fuk S 1000 N/mm®As > 8 %
fracture elongation
3Washer
ISO 7089:2000
zinc plated ä 5 pm,EN ISO 4042:1999 A2K
or hot-dip galvanisedEN ISO 10684:2004
1.4401; 1.4404;1.4578;1.4571; 1.4439;
1.4362
EN 10088-1:2014
1.4565;1.4529EN 10088-1:2014
4 Hexagon nut
Property class5or8:
EN ISO 898-2:2012
zinc plated ä 5 pm,ISO 4042:1999 A2K
or hot-dip galvanisedEN ISO 10684:2004
Property class50, 70 or 80
EN ISO 3506-1:2009
1.4401;1.4404;1.4578;1.4571; 1.4439; 1.4362
EN 10088-1:2014
Property class50, 70 or 80
EN ISO 3506-1:2009
1.4565; 1.4529EN 10088-1:2014
5
fischer
internal threaded
anchor RG MI
Property class5.8
ISO 898-1:2013
zinc plated ä 5 pm,ISO 4042:1999 A2K
Property class70
EN ISO 3506-1:2009
1.4401; 1.4404; 1.4578;1.4571; 1.4439; 1.4362
EN 10088-1:2014
Property class70
EN ISO 3506-1:2009
1.4565; 1.4529EN 10088-1:2014
6
Commercial Standardscrew or anchor /
threaded rod for fischer
internal threaded
anchor RG MI
Property class5.8 or 8.8;
EN ISO 898-1:2013
zinc plated s 5 um,ISO 4042:1999 A2K
fracture elongationAs > 8 %
Property class70
EN ISO 3506-1:2009
1.4401; 1.4404; 1.4578;1.4571; 1.4439; 1.4362
EN 10088-1:2014
fracture elongationAs > 8 %
Property class70
EN ISO 3506-1:2009
1.4565; 1.4529EN 10088-1:2014
fracture elongationAs > 8 %
fischer injection system FIS VL
Annex A 3Product descriptionMaterials
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English translation prepared by DIBt
Specifications of intended use (pari 1)
Table B1: Overview use and Performance categories
DeutschesInstitut
für
Bautechnik DIBt
Anchorages subject to FIS VL, FIS VL High Speed or FIS VL Low Speed wIth ...
Hammer drillingwith Standard
drill bit
Hammer drillingwith hollow drill
bit (Heller"Duster Expert"or Hilti 'TE-CD,TE-YD")
Static and quasistatic load, in
Use category
Installation
temperature
In-service
temperature
uncracked
concrete
cracked
concrete
dry or wetconcrete
flooded hole"
Temperatureränge I
Temperatureränge II
Anchor rod fischer
internal threaded anchor RG MI
all sizes
Nominal drill bit diameter (do) 12 mm to 35 mm
M6 to M30 M8 to M20Tables:
C2, C3, C5, C7
M10to M20
Tables:
C1,C3, C4, C6not assessed
M6 to M30 M8 to M20
M12toM30 M8 to M20
-10 °C to +40 °C
40 »C to 80 ®C temperature +50 "C and+ max. Short term temperature +80 "C)
.40 or tn a.1 on T '°"9 term temperature +72 °Cand' max.Short term temperature +120 "C)
" Only with coaxial cartridges: 380 ml, 400 ml, 410 ml
fisciier Injection system FIS VL
Intended Use
Specifications (part 1)
Z37864.17
Annex B1
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English translation prepared by DIBt
Deutsches
Institut
für
Bautechnik DIßt
Specifications of intended use (pari 2)
Base materlals:
• Reinforced or unreinforced normal weight concrete Strength classes C20/25 to C50/60 according toEN 206-1:2000
Use conditions (Environmental conditions):• Structures subject to dry internal conditions
(zinc coated steel, stainless steel or high corrosion resistant steel)
• Structures subject to external atmospheric exposure (including industrial and marine environment) and topermanently damp internal condition, if no particular aggressive conditions exist(stainless steel or high corrosion resistant steel)
• Structures subject to external atmospheric exposure, to permanently damp internal conditions or in otherparticular aggressive conditions (high corrosion resistant steel)
Note: Particular aggressive conditions are e. g. permanent, alternating Immersion in seawater or the splash zone ofseawater, Chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution(e. g. in desulphurization plants or road tunnels where de-icing materlals are used)
Design:
• Anchorages have to be designed by a responsible engineer with experience of concrete anchor design
• Verifiable caiculation notes and drawings are to be prepared tal<ing account of the loads to be anchored.The Position of the anchor is indicated on the design drawings (e. g. position of the anchor relative toreinforcement or to supports, etc.)
• Anchorages under static or quasi-static actions are designed in accordance with EOTA Technical ReportTR 029 "Design of bonded anchors" Edition September 2010 or CEN/TS 1992-4: 2009
Installation:
• Anchor Installation is to be carried out by appropriately qualified personnel and under the supervision ofthe person responsible for technical matters of the site
• In case of aborted hole: The hole shall be filied with mortar
• Anchorage depth should be marked and adhered to on installation• Overhead installation is allowed
fischer injection system FIS VL
Intended Use
Specifications (part 2)Annex B 2
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Page 10 of European Technical AssessmentETA-10/0352 of 10 August 2017
For larger clearance holes In the fixture see TR 029, 4.2.2.1 or CEN/TS 1992-4-1:2009, 5.2.3.1
Anchor rods:
flscher
PISA
flscher
RGM
Setting depth mark Width across flats Marking
Marking (on random place) flscher anchor rod:Property class 8.8, stainless steel A4 property class 80 andhigh corroslon resistant steel C property class 80: •Stainless steel A4 property class 50 and high corroslon resistant steel C property class 50: ••Or colour coding according to DIN 976-1
Commercial Standard threaded rods, washers and hexagon nuts may also be used If the followingrequirements are fulfllied:
Materials, dimensions and mechanical properties according Annex A 3, Table AIInspection certificate 3.1 according to EN 10204:2004, the documents have to be storedSetting depth is marked
fischer injection system FIS VL
Intended Use
Installation parameters anchor rods
Z37864.17
Annex B 3
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English translation prepared by DIBt
DeutschesInstitut
für
Bautechnik DIßt
Table B3: Installation parameters forfischer Internal threaded anchors RG MI
" For larger clearance holes in the fixture see TR 029, 4.2.2.1 or CEN/TS 1992-4-1:2009, 5.2.3.1
fischer internal threaded anchor RG MI
Ie M
/////////X i
''///?////////A l
Marklng
Marking: Anchor sizee. g.:M10
Stainless steel additional A4
e. g.: MIO A4
High corrosion resistant steeladditional C
e. g.:M10C
Retaining bolt or threaded rods (including nut and weisher) must comply with the appropriate material andstrength class of Annex A 3, Table A1
fischer injection system FIS VL
Intended Use
Installation parameters fischer internal threaded anchors RG MI
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Annex B 4
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English translation prepared by DIBt
Table B4: Diameters of cleaning brush BS (steel brush)
The size of the steel brush refers to the nominal drili bit dianneter
Nominal drill bit
diameter[mm]
8 10 12 14 16
Deutsches
Institut
für
Bautechnik
18 20
Steel brush
diameter11 14 16 20 25
DIßt
24 25 28
26 27 30
Table B5: Maximum processing time of tlie mortar and minimum curing time(Düring the curing time of the mortar the concrete temperature may not fall below thelisted minimum temperature)
30 35
40
System temperatureN^aximum processing time
twork
Minimum curingtime '̂teure
[-C] FISVL
High SpeedFIS VL
FIS VL
Low SpeedFISVL
High Speed FIS VLFIS VL
Low Speed
-10 to -5 ... ... ... 12h ... ...
> -5 to ±0 5 min ... ... 3h 24 h ...
> ±0 to +5 5 min 13 min ... 3h 3h 6h
>+5 to +10 3 min 9 min 20 min 50 min 90 min 3h
>+10 to +20 1 min 5 min 10 min 30 min 60 min 2h
> +20 to +30 ... 4 min 6 min ... 45 min 60 min
> +30 to +40 — 2 min 4 min — 35 min 30 min
In wet concrete or flooded holes the curing times must be doubied
fischer injection system FIS VL
Intended Use
Cleaning toolsProcessing times and curing times
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Annex B 5
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English translation prepared by DIBt
Deutsches
Institutfür
Bautechnik DIBt
Installation instructions part 1
Drilling and cleaning the hole (hammer drilling with Standard drill bit)
4x
Qi
Drill the hole.
Drill hole diameter do and drill hole depth hoseeTables B2, B3
Clean the drill hole:
For hef s 12d anddo< 18 mmblow out the hole four
times by hand
For hei > 12d and / ordoS; 18 mm blow out thehole four times with
oil-free compressed air(p ä 6 bar)
Brush the drill hole four times. For deep holes use anextension. Corresponding brushes see Table B4
Clean the drill hole:
For hofS 12d anddo < 18 mmblow out the hole four
times by hand
For hef > 12d and/ordo ä 18 mm blow out thehole four times with
oil-free compressed air(p a 6 bar)
Go to Step 5
Drilling and cleaning the hole (hammer drilling with hollow drill bit)
\rGo to Step 5
Check a suitable hollow drill (see Table B1)for correct Operation of the dust extraction
Use a suitable dust extraction system, e. g.Bosch GAS 35 M AFC or a comparabie dust extraction systemwith equivalent Performance data
Drill the hole with hollow drill bit. The dust extraction system has to extract thedrilldust nonstop during the drilling process and must be adjusted to maximumpower. Diameter of drill hole do and drill hole depth hoseeTables B2, B3
fischer injection system FIS VL
Intended use
Installation instructions part 1
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Annex B 6
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English translation prepared by DIBt
Installation Instructions part 2
Preparing the cartridge
Deutsches
Institutfür
Bautechnik DIßt
Remove the sealing cap
Screw on the static mixer
(the Spiral in the static mixer must be clearly visible)
Go to Step 8
Mörtelinjektion
FIII approximately 2/3 of the drillhole with mortar. Always begin fromthe bottom of the hole and avoid
bubbles
Go to Step 9
fischer injection system FIS VL
Intended use
Installation instructions part 2
Z37864.17
I
Place the cartridge into the dispenser
Extrude approximately 10 cm of material unti! theresin is evenly grey in colour. Do not use mortar thatis not uniformly grey
For drill hole depth ä 150 mmuse an extension tube
For overhead Installation, deepholes (ho > 250 mm) or drill holediameter (do s 40 mm) use aninjection-adapter
Annex B 7
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English translation prepared by DIBt
DeutschesInstitut
für
Bautechnik DIBt
Installation instructions pari 3
Installation of anchor rods orfischer internal threaded anchors RG MI
10
• ^ o o • ^
„• -».g-- * •>
*.° *J
For overhead installations Support theanchor rod with wedges.(e. g. fischer centering wedges)
j Wait for the specified curing timeteure See Table B5
fischer injection system FIS VL
Intended use
Installation instructions part 3
Z37864.17
Only use clean and oil-free anchor elements.Mark the setting depth of the anchor. Push theanchor rod or fischer internal threaded RG MI anchordown to the bottom of the hole, turning it slightlywhile doing so.After inserting the anchor element, excess mortarmust be emerged around the anchor element.
11
For push throughInstallation flll the
annular gap withmortar
Mounting thefixture
T|nst.max SeeTables B2 and B3
Annex B 8
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English translation prepared by DIBt
DeutschesInstitut
für
Bautechnik DIßt
Table C1: Characteristic values for the steel bearing capacity of anchor rodsunder tensile / shear load
Only with coaxial cartridges: 380 ml, 400 ml, 410 ml
fischer injection system FIS VL
Performances
Characteristic values for static or quasi-static action under tensile load for fischerinternal threaded anchors RG MI and reinforcing bars (uncracked concrete)
Z37864.17
Annex C 5
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