fischer FIS V Plus Injection Mortar Instruction Manual
- June 9, 2024
- Fischer
Table of Contents
FIS V Plus Injection Mortar
fischer
FIS V Plus
ETA-20/0603, EAD 330499-01-0601, Option 1 for cracked concrete, Option 7 for non-cracked concrete
C1, C2
ETA-20/0728, EAD 330087-00-0601, Post-installed rebar connection
Z-21.3-1737 Z-21.8-1954 Z-21.8-1837 Z-21.8-2029
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
See ICC-ES Evaluation Report
ESR-2786 at www.icc-es.org
Information sur le niveau d’émission de substances volatiles dans l’air intérieur, présentant un risque de toxicité par inhalation, sur une échelle de classe allant de A+ (très faibles émissions) à C (fortes émissions).
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fischer FIS V Plus
DE Gebrauchsanweisung
HR Upute za instalaciju
DE
EN Operating instructions
SR Uputstvo za instalaciju
EN
FR Mode d’emploi
TR Kurulum talimatlari
FR
NL Montagehandleiding
EL
NL
IT Istruzioni per l’installazione
BG
IT
ES Instrucciones de uso
RU
ES
PT Instruções de utilização
UK
PT
DA Installationsvejledning
KK
DA
SV Installationsinstruktioner
ZH
SV
NO Installasjonsveiledning
JA
NO
FI Asennusohjeet
KO
FI
IS Notkunarleiðbeiningar
HI Panduan Penggunaan
IS
ET Kasutusjuhend
AR
ET
LV Lietosanas instrukcija
LV
LT Naudojimo instrukcija
LT
PL Instrukcja instalacji
PL
CS Návod k instalaci
CS
SK Návod na pouzívanie
SK
HU Szerelési útmutató
HU
RO Instruciuni de utilizare
RO
SL Navodila za namestitev
SL
2
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DE
Trockener Beton
Nasser Beton
Verschmutztes Bohrloch Wassergefülltes Bohrloch
EN
Dry concrete
Water saturated concrete
Contaminated drill hole Water filled borehole
FR
Béton sec
Béton humide
Perçage non dépoussiéré
Trou inondé
NL
Droog beton
Met water verzadigd beton
Vervuild boorgat
Met water gevuld boorgat
IT
Calcestruzzo secco
Calcestruzzo saturo
Foro sporco
Foro pieno d`acqua nel
d`acqua
calcestruzzo
ES
Hormigón seco
Hormigón saturado de Agujero de taladrado Taladro lleno de agua en
agua
sucio
hormigón
PT
Betão seco
Betão saturado de água Furo com sujidade
Furo cheio de água
DA
Tør beton
Vandmættet beton
Tilsmudset borehul
Vandfyldt borehul
SV
Torr betong
Vattenmättad betong Smutsigt hål
Vattenfyllt hål
NO
Tørr betong
Vannmettet betong Tilskitnet borehull
Vannfylte borehull
FI
Kuiva betony
IS
Þurr steinsteypa
Veden kyllästämä betoni Likaantunut poranreikä Vedellä täyttynyt porareikä
Blaut steinsteypa
Óhrein borhola
Vatnsfyllt borhola
ET
Kuivbetoon
Märgbetoon
Mustunud puuriauk Veega täidetud puuriauk
LV
Sauss betons
Mitrs betons
Piesrots urbums
Urbums ar deni
LT
Sausas betonas
Drgnas betonas
Uztersta isgrzta skyl Vandens pripildyta isgrzta skyl
PL
Beton suchy wod
Beton nasycony wod Zabrudzony wywiercony Wywiercony otwór
otwór
wypelnionym
CS
Suchý beton
Mokrý beton otvory vyvrtané do
Znecistný vývrt
Naplnné vodou
SK
Suchý betón
Vodou nasýtený betón Znecistený vývrt
Vodou naplnený otvor vyvtaný
HU
Száraz beton
Nedves beton
Szennyezett furat
Vízzel töltött furat
RO
Beton uscat
SL
Suh beton
Beton ud Moker beton
Gaur forat contaminat Umazana izvrtina
Gaur forat umplut cu ap Z vodo napolnjena izvrtina
3
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HR
Suhi beton
Mokri beton
Zaprljani provrt
Vodom napunjen provrt
DE
SR
Suv beton
Mokar beton
Zaprljan provrt
Provrt napunjen vodom
EN
TR
Kuru beton
Ya beton
Kirli delik
Su dolu delik
FR
EL
NL
BG
IT
RU
,
ES
UK
PT
KK
DA
ZH
SV
JA
NO
KO
FI
HI
Beton kering
Beton basah
Lubang bor terkontaminasi
Lubang bor terisi air
IS
AR
ET
LV
LT
PL CS SK HU RO SL
4
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ovrt
DE
Gerissener Ungerissener Bewehrungs- Vollstein
Lochstein Porenbeton
Beton
Beton
anschluss
om
EN
Cracked
Non-cracked Reinforcement Solid brick Perforated Aerated
concrete
concrete
connection
brick
concrete
FR
Béton fissuré Béton non Scellement Maçonneries Maçonneries Béton cellulaire
fissuré
d`armatures pleines
creuses
NL
Gescheurd Ongescheurd Wapenings- Volle steen Holle steen Cellenbeton
beton
beton
aansluiting
IT
Calcestruzzo Calcestruzzo Ferri di ripresa Mattone pieno Mattone forato Calcestruzzo
fessurato non fessurato
cellulare
autoclavato
,
ES
Hormigón Hormigón sin Conexión de Ladrillo macizo Ladrillo
Hormigón
agrietado grietas
refuerzo
perforado celular
PT
Betão
Betão não Conetor de Pedra maciça Pedra porosa Betão celular
fissurado
fissurado
reforço
DA
Revnet beton Ikkerevnet Armerings- Massiv sten Hulsten
Porebeton
beton
tilslutninger
SV
Sprucken
Ej sprucken Armerings- Massiv sten Hålsten
betong
betong
anslutning
Lättbetong
NO
Betong med Betong uten Armerings- Helstein
Perforert (mur) Porebetong
riss
riss
forbindelse
stein
FI
Haljennut Halkeamaton Vahvistuslii- Umpitiili
Reikätiili
Solubetoni
betoni
betoni
täntä
IS
Sprungin
Óbrotin
Tenging við Gegnheill
Holusteinn Loftfylltur
steypa
steinsteypa styrkingu
steinn
steinn
ET
Pragunenud Pragudeta Sarrusühendus Täistellis
Õõnestellis Poorbetoon
betoon
betoon
LV
Betons ar Betons bez Stiegrojuma Masvs
plaism
plaism
savienojums ieelis
Dobieelis Gzbetons
LT
Sutrkinjs Vientisas
Armatros Pilnavidur Plyta su
Portasis
betonas
betonas
sujungimo plyta
kiaurymmis betonas
elementas
PL
Beton spkany Beton
Zlcze
Cegla pelna Pustak
niespkany zbrojarskie
Beton porowaty
CS
Beton s
Beton bez Pípojka
trhlinami
trhlin
výztuze
Plné cihly Drované cihly Pórobeton
SK
Betón s
Betón bez Styková výstuz Plná tehla Dierovaná Pórobetón
trhlinami
trhlín
tehla
HU
Repedéses Repedésmen- Betonvasalat- Tömör k
Lyukask
Porózus beton
beton
tes beton
csatlakozás
RO
Beton fisurat Beton fr Racord de Crmid plin Crmid cu Beton poros
fisuri
armtur
guri
SL
Razpokan Nerazpokan Prikljucek za Polna opeka Votla opeka Porozni beton
beton
beton
armaturo
5
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HR
Ispucani beton Neispucani Prikljucak Puni kamen Supljikavi Porobeton
DE
beton
armature
kamen
SR
Ispucao beton Neispucao Prikljucak Puni kamen Supljikavi Porobeton
EN
beton
armature
kamen
TR
Çatlami beton Çatlamami Destek
Dolu tula Delikli tula Gözenekli beton
FR
beton
balantisi
EL
NL
IT
BG
ES
RU
PT
UK
DA
KK
SV
ZH
NO
JA
FI
KO
IS
HI
Beton retak Beton tidak Sambungan Batu bata Batu bata Batu bata
licin
penguat
penuh
berlubang berpori
ET
AR
LV
LT
PL
CS
SK
HU
RO
SL
6
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FIS A RG M RG MI
max. Tinst
t work
t cure
DE
Drehmoment
Verarbeitungszeit Aushärtezeit
Ankerstangen Innengewinde-
anker
EN
Required torque Open time
Hardening time Anchor rods
Internal thread anchors
ton
FR
Couple
Temps de
Temps de
Tiges filetées
Douilles taraudées
manipulation
durcissement
NL
Draaimoment
Verwerkingstijd Uithardtijd
Ankerstangen Binnendraadanker
IT
Coppia
Tempo di lavorazione
Tempo di indurimento
Barre di ancoraggio
Ancoraggio con filettatura interna
ES
Par
Tiempo de tratamiento
Tiempo de
Barras de anclaje Anclaje de rosca
endurecimiento
interior
PT
Binário
Tempo de processamento
Tempo de endurecimento
Tirantes de ancoragem
Ancoragem de rosca interna
DA
Tilspændings-
Forarbejdsningstid Hærdetid
moment
Gevindstænger
Anker med indvendigt gevind
SV
Vridmoment
Bearbetningstid Härdningstid
Förankringsstänger Ankare med
innergänga
NO
Dreiemoment
Bearbeidelsestid Herdetid
Ankerstenger
Innvendig
gjengeanker
FI
Vääntömomentti Käsittelyaika
Kovettumisaika Harustangot
Sisäkierreankkuri
IS
Snúningsátak Vinnslutími
Þornunartími
Festistangir
Festing með skrúf-
gangi að innanverðu
ET
Pöördemoment Töötlemisaeg
Kõvastumisaeg Ankurvardad
Sisekeermega
ankur
LV
Griezes moments Apstrdjambas Sacietsanas laiks Enkura stienis Ieksjs vtnes
laiks
enkurs
LT
Sukimo momentas Darbo su medziaga Kietjimo laikas Inkariniai strypai Strypas su vidiniu
laikas
sriegiu
PL
Moment
dokrcenia
Czas elowania Czas wizania Kotwy
Kotwy z gwintem wewntrznym
CS
Utahovací moment Doba zpracování Doba vytvrzení Kotevní tyce
Svorník s vnitním závitem
SK
Uahovací moment Doba spracovania Doba vytvrdnutia Kotviace tyce
Kotva s vnútorným
závitom
HU
Forgatónyomaték Feldolgozási id Kikeményedési id Horgonyrudak Belsmenetes
horgony
RO
Cuplu
Timp de punere în Timp de întrire Bare de ancorare Ancor cu filet
oper
interior
SL
Navor
Cas obdelave
Cas strjevanja Sidra
Sidro z notranjim navojem
7
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FIS A RG M RG MI
max. Tinst
t work
t cure
HR
Okretni moment Vrijeme obrade Vrijeme
Sidrene sipke
Sidro s unutrasnjim
DE
stvrdnjavanja
navojem
SR
Obrtni moment Vreme obrade Vreme
Sipke za
Kotva s unutrasnjim
EN
otvrdnjavanja ankerovanje
navojem
TR
Tork
Kullanma süresi Sertleme süresi Dübel çubuklari çten dili dübel
FR
EL
NL
BG
IT
RU
ES
UK
PT
KK
A
I
ZH
DA
JA
SV
KO
NO
HI
Torsi
Waktu pemrosesan Waktu pengerasan Batang jangkar Jangkar berulir
dalam
FI
AR
IS
ET
LV
LT
PL
CS
SK
HU
RO
8
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Rebar FRA FIS E FIS H K
PBB PBZ
Sk
njim
DE
Bewehrungsstab Innengewinde- Ankerhülse
Konusbohrer,
Skalenteile
Bewehrungsanker anker
Kunststoff
Zentriertülle
njim
EN
Reinforcement rod Internal thread Plastic anchor Cone drill,
Scale divisions
Reinforcement anchor
sleeve
centring sleeve
anchor
el
FR
Barres darmatures Douilles taraudées Tamis dinjection Foret à rotule,
Graduations
Ancrage d`armature
douille de centrage
NL
Wapeningsstaaf Binnendraadanker Ankerhuls
Conusboor,
Schaalonderdelen
Wapeningsanker
kunststof
Centreerhuls
IT
Ferro di ripresa Ancoraggio con Boccola di
Punta conica, Divisioni di scala
Ancoraggio di filettatura interna ancoraggio
boccola di centrag-
ripresa
in plastica
gio
ES
Barra de refuerzo Anclaje de rosca Vaina de anclaje Broca cónica, bo- Unidades de escala
Anclaje de refuerzo interior
plástica
quilla para centrado
PT
Barra de armação Ancoragem de Manga de
Broca cónica, Intervalos de
Ancoragem de reforço
rosca interna
ancoragem em plástico
Manga de centra- graduação gem
DA
Armeringsstav Anker med
Sihylse kunststof Konusbor,
Skalatrin
Armeringsanker indvendigt gevind
centreringshylse
SV
Armeringsjärn Ankare med
Ankarhylsa plast Koniskt borr,
Skaldelar
Armeringsankare innergänga
centreringshylsa
NO
Wapeningsstaaf Innvendig gjenge Ankerhylse
Wapeningsanker anker
kunststoff
Konusbor,
Skaladeler
sentreringsstykke
FI
Tartuntateräs
Sisäkierrreankkuri Muovinen
Kartiopora,
Asteikkojaot
Tartuntaankkuri
ankkurihylsy
keskitysholkki
IS
Styrktarteinn
Festing með skrúf- Festihulsa
Styrktarfesting gangi að innanverðu gerviefni
Kónískur bor,
Mælikvarði
miðstýringarkápa
ET
Sarrusvarras
Sisekeermega Ankurhülss plast Koonuspuur,
Skaala jaotused
Sarrusankur
ankur
Tsentreerimisümbris
LV
Enkura stiegrojuma Ieksjs vtnes Plastmasas enkura Koniskais urbis, Skalas iedaas
Stienis
enkurs
uzmava
centrsanas uzmava
LT
Armatrinis strypas, Inkaras su vidiniu Plastikin inkarin Kginis grztas, Skals padalos
Armatrinis inkaras sriegiu
vor
centravimo vor
PL
Prt zbrojarski Kotwa z gwintem Tuleja kotwica Wiertlo stokowe, Podzialki skali
Kotwa zbrojarska wewntrznym syntetyczna
tulejka centrujca
CS
Výztuzná tyc
Svorník s vnitním Kotevní pouzdro Kuzelový vrták, Dílky na stupnici
Kotva výztuze závitem
plast
stedicí pouzdro
SK
Výstuzný prút
Kotva s vnútorným Puzdro z plastu Kuzeový vrták, Diely na stupnici
Vystuzovacia kotva závitom
centrovacie hrdlo
HU
Betonvas rúd
Belsmenetes Manyag
Kúpfúró,
Skálarészér tékek
Horgonyzó vas horgony
horgonyhüvely központozó persely
RO
Tij de armtur Ancor cu filet Manon de ancor Guritor conic, Diviziuni scal
Ancor de armtur interior
material plastic înveli de centrare
9
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Rebar FRA FIS E FIS H K
PBB PBZ
Sk
SL
Armaturna palica Sidro z notranjim Plasticni sidrni Konusni sveder, Razdelki na skali
Sidro armature navojem
vlozek
centrirni tulec
HR
Armaturna sipka Sidro s unutrasnjim Plasticna kosuljica Konusno svrdlo, Dijelovi skale
Armaturno sidro navojem
sidra
ksuljica za
centriranje
SR
Armaturna sipka Kotva sa unutrasnjim Plasticna kosuljica Konusna burgija, Delovi skale
Armaturna kotva navojem
kotve
kosuljica za
centriranje
TR
Takviye çubuu çten dili dübel Plastik dübel kovani Konik matkap ucu, Kadran
Takviye demiri
Merkezleme
bölümleri
kilavuzu
EL
,
BG
,
RU
,
UK
,
KK
, ,
ZH
,
JA
KO
,
HI
Batang penguat Jangkar berulir Selongsong
Bor kerucut,
Bagian skala
Jangkar penguat dalam
jangkar plastik Nosel pusat
AR
10
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 10
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k
FIS A / RG M 13 / 16 / 17
ETA-20/0603, EAD 330499-01-0601,
ali
Option 1 for cracked concrete
ETA-20/0603, EAD 330499-01-0601, Option 7 for non-cracked concrete
RG MI 14 / 18
ETA-20/0603, EAD 330499-01-0601, Option 1 for cracked concrete
Rebar / FRA 15 / 16 / 17
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
FIS A / RG M
19 / 21 / 22
FIS E 20 / 21 / 23
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
FIS HK +
FIS A / 24 / 25 / 27
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
RG M
FIS HK +
ETA-20/0729, EAD 330076-00-0604,
FIS E
26 / 27
Masonry use categories b, c or d
180 160 140 120 100 80 60 40 20
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
FIS H 18 x 130/200 K, FIS H 22 x 130/200 K
FIS A /
RG M
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
PBB / FIS A / RG M
28 / 29 30 / 32
PBB /
FIS E
31 / 32
ETA-20/0729, EAD 330076-00-0604,
Masonry use categories b, c or d
See ICC-ES Evaluation Report
ESR-2786 at www.icc-es.org
Rods / Rebars 33 / 34 / 35
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11
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FIS
11/2024
RG
+ 5 °C — + 25 °C
FI
M
FIS MR Plus ( 410 ml) FIS JMR (825 ml)
twork
tcure
FIS VS Plus FIS V Plus FIS VW Plus FIS VS Plus FIS V Plus FIS VW Plus LOW SPEED (standard) HIGH SPEED LOW SPEED (standard) HIGH SPEED
10 °C 5 °C
12 h
5 °C ± 0 °C
5 min.
24 h
3 h
d0
± 0 °C + 5 °C
13 min.
5 min.
6 h
3 h
3 h
+ 5 °C + 10 °C 20 min.
9 min.
3 min.
3 h
90 min. 50 min.
+ 10 °C + 20 °C 10 min.
5 min.
1 min.
2 h
60 min. 30 min.
+ 20 °C + 30 °C 6 min.
4 min.
60 min. 45 min.
+ 30 °C + 40 °C 4 min.
2 min.
30 min. 35 min.
db
= tcure x 2
150 ml 300 ml
150 ml 300 ml 345 ml 360 ml
380 ml 410 ml
825 ml
12
Art. No.
KPM 2 FIS DM S FIS AM FIS DB S Pro FIS AP FIS AC FIS AM S-XL FIS DB SL Pro
053117
511118 058000 558955 (EU) 564960 (UK) 058027
096497
563241 562004 (EU) 564961 (UK)
FIS MR Plus FIS JMR
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 12
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FIS A RG M
FIS A, RG M
M …
M6 M8 M10 M12 M16 M20 M24 M27 M30
ETA-20/0603, EAD 330499-01-0601, Option 1 for cracked concrete
lus
ETA-20/0603, EAD 330499-01-0601,
ED
Option 7 for non-cracked concrete
d0
do [mm]
8
10 12 14 18 24
28 30 35
.
h0
ho,min [mm]
50
60
60
70
80
90
96 108 120
.
ho,max [mm]
72
160 200 240 320 400
480 540 600
fischer BS Ø 8 Ø 10 Ø 12 Ø 14 Ø 18 Ø 24 Ø 28 Ø 35 Ø 35 db
db [mm] 9 11 14 16 20 26 30 40 40
df
df [mm] 7 9 12 14 18 22 26 30 33
d f
df [mm] 9 12 14 16 20 26 30 33 40
Sk (ho,min) []
2
2
3
3
5 11 15 18 28
Sk
Sk (ho,max) []
2
5
7 10 19 48 75 80 130
max. Tinst [Nm]
5
10 20 40 60 120 150 200 300
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13
24.08.22 11:24
Reb
RG MI
FRA
RG MI
R
M …
M5 M6 M8 M10 M12 M16 M20
ETA-20/0603, EAD 330499-01-0601, Option 7 for non-cracked concrete
lE, max
lE, min
lE, min [mm]
8
8
8 10 12 16 20
M …
lE, max [mm]
14
16
18
23
26
35
45
d0
do [mm]
10
12
14
18
20
24
32
h0
ho [mm] 75 75 90 90 125 160 200
d0
GI
fischer BS Ø 10 Ø 12 Ø 14 Ø 18 Ø 20 Ø 24 Ø 35
db
db [mm] 11 14 16 20 25 26 40
GI
GGGI II GI
df [mm] 6
7
9 12 14 18 22
db
Sk [] 2
3
5
7
11 17 48
Sk
max. Tinst [Nm]
10 20 40 80 120
14
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Rebar FRA
Rebar, FRA
20
Rebar 8 10 12 14 16 20 25 28
FRA M12 M16 M20 M24
Rebar
0
ETA-20/0603, EAD 330499-01-0601, Option 1 for cracked concrete
5
Rebar
ETA-20/0603, EAD 330499-01-0601, Option 7 for non-cracked concrete
2 FRA
0
d0
do [mm] 12 14 16 18 20 25 30 35
5
h0
ho,min Rebar [mm] FRA
60
70
80 90 100
60
75
112
170
180 190 196
0
ho,max Rebar [mm] FRA
160
200
240 240
280
320 320
400 400
500 480
560
2
db
fischer BS Ø 12 Ø 14 Ø 16 Ø 18 Ø 20 Ø 25 Ø 35 Ø 35 db [mm] 14 16 20 20 25 27 40 40
8
df GI
df [mm] FRA 14 18 22 26
GI
0
d f
df [mm] FRA 18 22 26 32
GI
Sk (ho,min) Rebar 3 [] FRA
3 4 5 6 10 13 24 10 14 22 26
Sk
Sk (ho,max) Rebar 7 [] FRA
10 14 18 24 45 65 116 14 24 45 63
max. Tinst [Nm]
FRA
40 60 120 150
15
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 15
24.08.22 11:24
FIS A / RG M FIS
RG MI Reb
Rebar FRA
FRA
FIS A / RG M, RG MI, Rebar, FRA
FI
1a
2a
d0 16 mm
2b
4
h0 12 d
!
!
6 bar
4x
4x
ø
<
ø
2c
d0 16 mm h0 12 d
2d
d0 16 mm
h0 12 d
6
30 mm
4x
6 bar
4x
4x
1b
1c
1d
7
3a
3b
3c
3d
8
16
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 16
3/4 24.08.22 11:24
FIS A / RG M Rebar FRA
FIS A / RG M, Rebar, FRA
4
100 h0
7/98/10
5
hef
6a
6b
twork 7/812
7
8
9
10
11
tcure 7/812
max. Tinst 7/183/15
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 17
17
24.08.22 11:24
FIS RG MI
RG MI
FI
4
5
M
twork
7/812
d0
6a
6b
db
7
8
9
10
tcure 7/812
max. Tinst 7/814
18
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 18
24.08.22 11:24
FIS A / RG M
FIS A / RG M
FIS A /
M …
RG M M6
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
d0
do [mm]
8
h0 db
ho,min [mm]
50
ho,max [mm]
100
fischer BS Ø 8
db [mm]
9
df
df [mm]
7
M8 M10 M12 M16
10
12
14
18
50
50
50
50
100
100
100
100
Ø 10
Ø 12
Ø 14
Ø 18
11
14
16
20
9
12
14
18
d f
Sk
df [mm] Sk (ho,min) [] Sk (ho,max) [] max. Tinst [Nm]
9
11
14
16
20
2
2
2
3
3
3
3
4
5
6
www.fischer-international.com
www.fischer.de
ETA-20/0729
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 19
19
24.08.22 11:24
FIS
FIS E FIS
FIS E
FI
M …
FIS E
M6
M8
M10
M12
1
ETA( ¡¢¡£ ¤¥ 1¦§ 330076-00-0604, Masonr ¨© cat©©¨ ¥ d
lE,max lE,min
lE,min
6
8
10
12
lE,max
60
60
60
60
d0
do [mm]
14
14
18
18
h0
ho [mm]
85
85
85
85
3
db
GI
fischer BS
Ø 14
Ø 14
Ø 18
Ø 18
db [mm]
16
16
20
20
dGfI
df [mm]
7
9
12
14
Sk []
4
4
5
5
Sk
max. Tinst [Nm]
www.fisc – int n ational.com
www.fisc
ETA-20/0729
METaAsonr!) 0″23#c$ a%t&3’453637302087$69-0506-d0604,
6
20
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 20
24.08.22 11:24
FIS A / RG M FIS E
FIS A / RG M, FIS E
1
2
2x
3
fischer BS
4
2x
fischer BS
<
5 2x
6a
6b
6c
0604, d
3/4
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 21
21
24.08.22 11:24
FIS A / RG M
FIS
FIS A / RG M
FI
7
8
9
9a
9b
7
7/8
hef twork 7/812
10
9
11 22
12
13
tcure 7/812
14 max. Tinst 7/819
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 22
1 24.08.22 11:24
FIS E
FIS E
7
8
8b
twork 7/812
9
10
11
12
13
tcure 7/812
max. Tinst 7/820
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 23
23
24.08.22 11:24
FIS A / RG M
FIS
FIS HK
FIS
FIS A / RG M
FI
FIS A /
M …
RG M
M6
M8
M10
M
FIS HK 12×50 12×85 12×50 12×85 16×85 16×130 16×85 16×130
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
d0
do [mm]
12
12
12
12
16
16
16
16
d0
h0
ho [mm]
55
90
55
90
90 135 90 135
fischer BS Ø 12 Ø 12 Ø 12 Ø 12 Ø 16 Ø 16 Ø 16 Ø 16
db
db
db [mm] 14 14 14 14 20 20 20 20
ttol
ttol [mm]
0
20
0
20
0
20
0
20
df
df [mm] 7 7 9 9 9 9 12 12
Sk [] 5 10 5 10 12 15 12 15 Sk
max. Tinst [Nm]
www.fischer-international.com www.fischer.de
ETA-20/0729
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
24
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 24
24.08.22 11:24
FIS A / RG M FIS HK
FIS A / RG M
M …
130
FIS A / RG M
M12
M16
FIS HK 20×85 20×130 20×200 20×85 20×130 20×200
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
6
d0
do [mm]
20
20
20
20
20
20
35
h0
ho [mm]
90
135 205
90
135 205
16 db
0
fischer BS Ø 20 Ø 20 Ø 20 Ø 20 Ø 20 Ø 20
db [mm] 25
25
25
25
25
25
ttol
0
ttol [mm]
0
20
20
0
20
20
2
df
df [mm] 14
14
14
18
18
18
5
Sk [] 15
25
40
15
25
40
Sk
604,
max. Tinst [Nm]
www.fischer-international.com www.fischer.de
ETA-20/0729
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 25
25
24.08.22 11:24
FIS FIS E
FIS FIS HK
FIS
FIS E
FI
M …
FIS E M6
M8
M10
M12
1
FIS HK 16×85
16×85
20×85
20×85
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
lE,max lE,min
lE,min
6
8
10
12
lE,max
60
60
60
60
d0
do [mm]
16
16
20
20
5
h0
GI
ho [mm]
90
90
90
90
db
GI
fischer BS Ø 16
Ø 16
Ø 20
Ø 20
db [mm]
20
20
25
25
ttol
ttol [mm]
0
0
0
0
7
df
df [mm]
7
9
12
14
Sk []
12
12
15
15
Sk
max. Tinst [Nm]
www.fischer-international.com
www.fischer.de
ETA-20/0729
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
26
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 26
24.08.22 11:24
FIS A / RG M FIS E FIS HK
FIS A / RG M, FIS E, FIS HK
1
2
3
4
ETA-20/0729
twork
7/812
5
5a
5b
6
7 tcure
8
FIS A / RG M
FIS E
9 max. Tinst
4,
7/812
7/826
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 27
27
24.08.22 11:24
180 180
160 180
160
140 160
140
120 140
120
60
60 40
40 40
20
20 20
FIS A / RG M
FIS
100
80
FIS H 18 x 130/200 K,
FIS
FIS H 22 x 130/200 K
FIS
FIS A / RG M,
FI
FIS H 18 x 130/200 K, FIS H 22 x 130/200 K
FI
M
FIS A / RG M
M10
M12
M16
1
100
80
FIS HK 18×130/200 18×130/200 22×130/200
80 60
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
d0
do [mm]
18
18
22
max.
max.
h0
tfix
100
120
ttol [mm]
0
0
0
5
tfix, max [mm]
200
200
200
ho [mm]
135 + tfix
135 + tfix
135 + tfix
db
d f
Sk
fischer BS Ø 18
Ø 18
Ø 20
db [mm]
20
20
25
df [mm]
20
20
24
Sk (ho,min) []
15
15
25
9
Sk (ho,max) []
35
35
45
max. Tinst [Nm]
www.fischer-international.com
www.fischer.de
ETA-20/0729
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
28
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 28
24.08.22 11:24
180 160 140 120 100 80 60 40 20
FIS A / RG M
FIS H 18 x 130/200 K, FIS H 22 x 130/200 K
FIS A / RG M,
K
FIS H 18 x 130/200 K, FIS H 22 x 130/200 K
00
180
1
160
140
120
100
80
60
40
20
180 160 140 120 100 80 60 40 20
2
60 40 20
3
ETA-20/0729
4
60 40 20
5
6
7
8
twork 7/812
60
60
40
40
20
20
9
10
11
12
60
60
40
tcure
40
max. Tinst
20
20
0-0604, r d
7/812
7/828
29
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 29
24.08.22 11:24
FIS A / RG M
FIS
PBB
PB
PBZ
PB
FIS A / RG M, PBB, PBZ
FI
M …
FIS A / RG M
M8
PBB
PBZ
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
h0
h0,1 [mm]
80
h0,2 [mm]
100
df
df [mm]
9
Sk (h0,1) []
15
Sk
Sk (h0,2) []
20
max. Tinst [Nm]
2
M10
M12
80
80
100
100
12
14
15
15
20
20
2
2
30
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 30
24.08.22 11:24
FIS E PBB PBZ
FIS E, PBB, PBZ
M …
FIS E
M6
M8
PBB
PBZ
ETA-20/0729, EAD 330076-00-0604, Masonry use categories b, c or d
lE,max lE,min
lE,min [mm]
6
8
lE,max [mm]
60
60
h0
h0,1 [mm]
100
100
GI d
f
GI
Sk
df [mm]
7
9
Sk []
20
20
max. Tinst [Nm]
2
2
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 31
31
24.08.22 11:24
FIS A / RG M
FIS E
PBB
fis
PBZ
A
1. 2.
FIS A / RG M, FIS E, PBB, PBZ
1
2
3
h0,1
h0,2
4
5
- Imp mat
4x
PBZ
B
Imp
Tab this 1.
2.1/
6
7
8
FIS A / RG M
FIS E
4. twork
7/812 6.
9
10
11
FIS A / RG M
FIS E
tcure
max. Tinst
7/812
7/380/31
i
32
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 32
24.08.22 11:24
Installation instruction
see ICC-ES Evaluation Report No. 2786 at www.icc-es.org
fischer Injection Mortar FIS V Plus
A Preparing the cartridge
1. Remove the cap by turning it to left and pulling it off. 2. Insert the
static mixer and lock it in place (turn to the right). The spiral mixer in the
static mixer must
be clearly visible. Never use without the static mixer ! 3. Place the
cartridge in the dispenser. 4. Press approx 10 cm of material out until the
resin mortar comes out evenly grey in colour. Mortar
which is not grey colour will not cure and must be disposed of. 5. The
temperature of the concrete must be at least 23 °F (5 °C) and at most 104 °F
(40 °C) (see Table III).
The temperature of the cartridge must be at least = 41 °F (5 °C). 6. After
finishing work, leave the static mixer attached to the cartridge.
Important: If the processing time is exceeded, use a new static mixer and if
necessary remove encrusted material in the cartridge mouth.
Z
B Installation
Important: Installation instructions follow the pictograms 17 for the
sequence of operating and refer to Tables IIII for setting details. The
construction drawings must be adhered. For any applications not covered by
this document or by any problems with installation contact fischer. 1. Drill
hole with a hammer drill set. Observe the correct hole diameter and depth
according to Table I and
Table II. 2.1/2.2/2.3. Standing water in bore holes must be completely removed
by blowing out before cleaning the bore
hole. The drill hole must blown out four times with compressed air (oil-free
87 psi (6 bar)), brushed four times (minimal by hand) starting from the bottom
of the hole and then again blown out four times with compressed air (oil-free
87 psi (6 bar)). For drill holes do < 18 mm it is allowed to use hand pump.
The diameters of the brushes are given in Table I. Clean dirty brushes. Check
brushes for wear with brush gauge (brush Ø drill hole Ø). If required use
brush extension. 3. Fill approx. of the hole with mortar starting from the
bottom of the hole. For drill hole depth > 150 mm use an extension tube.
Observe processing time. 4. Anchoring element must be straight and free of oil
and other contaminants. Mark the anchor with correct embedment depth. Press
the anchoring element down to the bottom of the hole, turning it slightly
while so doing. After insert the anchoring element, excess mortar must emerge
from the mouth of the hole. 5. For overhead installations and applications
between horizontal and overhead use the appropriate injection adapter and
wedges to support the anchor during curing time. Also use an injection adapter
for all applications with a drill hole depth > 250 mm or a drill hole diameter
do 30 mm. Use appropriate accessories to capture excess adhesive during
installation of the anchor element in order to protect the unbonded portion of
the anchor element from adhesive. 6. Do not disturb the anchoring element
until cure time has elapsed. Do not apply load or installation torque moment
to the anchor until the prescribed curing times are elapsed. The allowable
working time and the minimum curing time are given in Table III. 7. The
installation torque moments are given in Table II.
+41°F +77 °F +5 °C +25 °C
Store mortar in a cool dry place
Table III Processing and curing times
Temperature range
°C
°F
5 to ±0
+23 to +32
±0 to +5 > +32 to +41
+5 to +10 > +41 to +50
+10 to +20 > +50 to +68
+20 to +30 > +68 to +86
+30 to +40 > +86 to +104
Working time/ processing time
13 min 9 min 5 min 4 min 2 min
Curing time
24 h 180 min 90 min 60 min 45 min 36 min
Storage temperature: + 5 °C + 25 °C / + 41 °F + 77 °F
33
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 33
24.08.22 11:24
Table I Drill hole diameter / Accessories
A
Drill bit
Rods
Brush
Injection adapter
Ø [mm]
Ø [inch]
Ø [mm]
Ø [inch]
Ø [mm]
item No.
size
colour
10
3/8
M8
11
78178
1
12
7/16
M10
3/8″
14
78179
12
nature
14
9/16
M12
1/2″
16
78180
14
blue
18
3/4
M16
5/8″
20
78181
18
yellow
24
1
M20
7/8″
26
78182
24
brown
28
1 1/8
M24
1″
30
78183
30
grey
4
30
1 1/4
M27
40
78184
30
grey
35
1 3/8
M30
1 1/4″
40
78184
35
brown
cmin smin
d0
hef = h0
@min
d
mABC TiDEF
B
Table II Threaded rod, metric
d
do
hef,min
hef,max
[mm] [mm] [inch] [mm] [inch] [mm] [inch]
hmin [mm] [inch]
smin = cmin
Tinst
[mm] [inch] [Nm] [ft-lb]
M8 10 3/8 60 2,36 96 3,78
40 1,57 10 7,37
M10 12 7/16 60 2,36 120 4,72 hef + 30 hef + 1,25 45 1,77 20 14,75
M12 14 9/16 72 2,83 144 5,67
55 2,17 40 29,50
M16 18 3/4 96 3,78 192 7,56
65 2,56 60 44,25
M20 24
1 120 4,72 240 9,45
85 3,35 120 88,50
M24 28 1 1/8 144 5,67 288 11,34 hef + 2do hef + 2do 105 4,13 150 110,62
M27 30 1 1/4 162 6,38 324 12,76
120 4,72 200 147,49
M30 35 1 3/8 180 7,09 360 14,17
140 5,51 300 221,24
34
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 34
Clea with Stat and
24.08.22 11:24
A FIS V Plus 360 S / FIS V Plus 380 C / FIS V Plus 410 C / FIS V Plus 825 S
1
2
3
4
Tinst
B
FIS MR Plus ( 410ml) / FIS JMR (825ml)
Cartridge
360 ml
380 ml 410 ml 825 ml
Dispenser FIS DM S FIS AM FIS DB S Pro FIS AP
FIS AC
FIS AM S-XL FIS DB SL Pro
Item No. 511118 058000 558955 058027
Static mixer FIS MR Plus
096497
563241 FIS JMR 562004
4x
4x
4x
lb] 37
75
50
d
0
1
2.1
2.2
2.3
25
50
0,62
7,49
1,24
3
3
3
4
max. Tinst
tcure
h 0
h 150 mm 0
h >250 mm 0
h ef
5
Cleaning brush (steel brush with steel bristles)
6
Compressed air cleaning tool
7
Hand pump
Static mixer FIS MR Plus / FIS JMR and extension tube
Injection adapter
35
MOAL-100x200_FIS-V-PLUS_nonverbal00181240(1)_ajm.indd 35
24.08.22 11:24
Contact
fischerwerke GmbH & Co. KG Klaus-Fischer-Straße 1 72178 Waldachtal Germany
T +49 7443 12 – 0
22
info@fischer.de
PAP
Germany fischer Deutschland Vertriebs GmbH Klaus-Fischer-Straße 1 72178
Waldachtal T +49 7443 12 6000
Austria fischer Austria GmbH Wiener Straße 95 2514 Traiskirchen T +43 2252
53730 0
United Kingdom fischer fixings UK Ltd. Whitely Road Oxon OX10 9AT Wallingford
T +44 1491 82 79 00
France fischer S. A. S. 12, rue Livio, P. O. Box 10182 67022 Strasbourg-Cedex
1 T +33 388 39 18 67
Belgium fischer Cobemabel snc Schaliënhoevedreef 20 D 2800 Mechelen T +32 152
8 47 00
Netherlands fischer Benelux B.V. Gooimeer 14 1411 DE Naarden T +31 35 6 95 66
66
Italy fischer italia S.R.L Corso Stati Uniti, 25 Casella Postale 391 35127
Padova Z.l. Sud T +39 049 806 31 11
Spain fischer Ibérica S.A.U. Klaus Fischer 1 43300 Mont-Roig del Camp
Tarragona T +34 977 83 87 11
Portugal fischerwerke Portugal, Lda. Rua das Musas, Passeio dos Cruzados Lote
2.01 (Bloco3), Loja 8 (01.D) / Parque das Nações 1990-171 Lisboa T +351 218
954 180
Denmark fischer a/s Sandvadsvej 17 A 4600 Køge T +45 46 32 02 20
Sweden fischer Sverige AB Nygatan 93 602 34 Norrköping T +46 11 31 44 50
Norway fischer Norge AS Oluf Onsumsvei 9 0680 Oslo T +47 23 24 27 10
Finland fischer Finland Oy Suomalaistentie 7 B 02270 Espoo T +358 20 7414660
Poland fischerpolska Sp.z o.o ul. Albatrosow 2 30-716 Kraków T +48 12 2 90 08
80
Czech Republic fischer international s.r.o. Prùmyslová 1833 25001 Brandýs nad
Labem T +42 03 26 90 46 01
Slovakia fischer S.K. s.r.o. Nová Rozavská 134 A 831 04 Bratislava T +421 2
4920 6046
Serbia fischer automotive systems KD Jagodina (fars) Italijanska bb 35000
Jagodina T +381 69 8053 001
Hungary fischer Hungária Bt. Szerémi út 7/b 1117 Budapest T +36 1 347 97 55
Romania fischer fixings Romania S.R.L. Strada Oradiei, Nr. 1-3-5-7 400220 Cluj
Napoca, Judetul Cluj T +40 264 455 166
Turkey fischer Metal San. ve Tic. Ltd. ti Cevizli Mahallesi Mustafa Kemal Cad.
No. 66, Hukukçular Towers A Blok Kat 9 34865 Kartal Istanbul T +90 21 63 26 00
66
Greece fischer Hellas Emporiki EPE Kalavriton 2 & Kaiafa 14564 Kifissia,
Athens T +30 210 2838 167
Russian Federation OOO fischer Befestigungssysteme Rus Leningradskoe shosse
47, Bldg.2, 2nd floor, apt.VI 125195 Moscow T +7 49 52 23 61 62
China fischer (Taicang) fixings Co. Ltd. No. 17, Lane 166, Guchuan Road, 14th
Floor, Building 2, Zhongjun Tianyue Center 200333 Shanghai T +86 21 51 00 16
68
Japan fischer Japan K.K. Seishin Kudan Building, 3rd Floor 3-4-15 Kudan
Minami, Chiyoda-ku 102-0074 Tokyo T +81 3 3263 4491
Singapore fischer systems Asia Pte. Ltd. 4 Kaki Bukit Ave. #01-06 417939
Singapore T +65 67 41 04 80
Republic of Korea fischer Korea Co., Ltd Room 601/602, Kolon Digital Billant
30, Digitalro 32-Gil, Guro-Gu, Seoul, Korea 08390 T +82 15 44 89 55
United Arab Emirates fischer FZE R/A 07, BA – 04, Jebel Ali Free Zone, Dubai T
+97 14 8 83 74 77
United States fischer fixings LLC 1084 Doris Road 48326 Auburn Hills, Michigan
T +1 973 256 3045
Argentina fischer Argentina s.a. Armenia 3044 1605 Munro Ra-PCIA Buenos Aires
T +54 1147 21 77 00
Brazil fischer brasil Industria e Comercio Ltda. Avenida Marginal Projetada
1652 Galpão 15 – Barueri / São Paulo T +55 11 3178 25 20
Mexico fischer Sistemas de Fijación, S.A. de C.V. Blvd. Manuel Avila Camacho
3130-400 B 54020 Col. Valle Dorado, Tlalnepantla T +52 55 55 72 08 83
India fischer Building Materials India PVT Ltd. Level IV and V, Unit No. 401 +
501, Prestige Garnet, Ulsoor road 560042 Bangalore, Karnataka T +91 080-41 51
19 91/92/93
Philippines fischer PH Asia, Inc. 100 Congressional Avenue, Project 8 1106
Quezon City, Metro Manila T +63 28 36 251 02
Vietnam fischer production Co. Ltd. Road D14A, Industrial Park, Phuoc Dong
commune, Go Dau district, Tay Ninh province
Qatar fischer fasteners QD Trading LLC HUB Business Center, Barwa Commercial
Avenue, Arkan Building No. 115, Block No. 4, Office No. 56, Street 964, Zone
56 Doha, Qatar
www.fischer-international.com www.fischer.de
00181240 (1) · 08/2022 · [ajm] · EL · Printed in Germany We cannot be responsible for any errors, and we reserve the right to make technical and range modifications without notice.
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References
Read User Manual Online (PDF format)
Read User Manual Online (PDF format) >>