Doorsteekanker FAZ II

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1 Efficient bevestigen in gescheurd beton UITVOERINGEN GOEDKEURINGEN elektrolytisch verzinkt staal roestvast staal hoog corrosiewerend staal BOUWMATERIALEN Gokeurd voor: Beton C20/25 tot C50/60, gescheurd Beton C20/25 tot C50/60, ongescheurd Tevens geschikt voor: Beton C12/15 Natuursteen met hoge dichtheid VOORDELEN TOEPASSINGEN FUNCTIE De geoptimaliseerde spreidclip staat hoge belastingen toe. Duder bevesitigingspunten en kleinere ankers zijn nodig. De internationale goedkeuringen garanderen de maximale veiligheid en de beste resultaten. De ankergeometrie staat optimale belasting toe en daarom kan het dicht bij randen en dunne componenten worden toegepast. Enkele hamerslagen en nagenoeg geen slip zorgen voor snelle verwerking. De pin beschermt de kop van beschadiging en zorgt voor probleemloos verwijderen van het. De FAZ II is geschikt voor doorsteeken voorsteekmontage; ook geschikt voor afstandsmontage onder bepaalde voorwaarden. Plaats voorafgaand aan montage de zeskantmoer in de optimale positie (de insteekpen steekt ca. 3 mm uit de zeskantmoer). Bij het aanbrengen van koppel wordt de conubout in de spreidingsklem getrokken, waardoor deze tegen de boorgatwand wordt geklemd. Het kopreliëf maakt een eenvoudig gebruik van het anker mogelijk. Bij een serie-installatie raden we het gebruik aan van het FABS ankerbout montagehulpstuk. Stalen constructies Leuningen Consoles Ladders Kabelgoten Machines Trappen Hekwerk Gevelsystemen Houtconstructies 1

2 TECHNISCHE GEGEVENS Elektrolytisch verzinkt Goed-keuring ICC goedkeuring Boorgatdiamet er Pluglengte (standaard) (gereduceerd) d 0 l t fix t fix Artikelnaam Art.-Nr. [mm] [mm] [mm] [mm] FAZ II 8/ C FAZ II 8/ C FAZ II 8/ C FAZ II 8/ C FAZ II 8/ C FAZ II 10/ C1 / C FAZ II 10/ C1 / C FAZ II 10/ C1 / C FAZ II 10/ C1 / C FAZ II 10/ C1 / C FAZ II 10/ C1 / C FAZ II 10/ FAZ II 12/ C1 / C FAZ II 12/ C1 / C FAZ II 12/ C1 / C FAZ II 12/ C1 / C FAZ II 12/ C1 / C FAZ II 12/ C1 / C FAZ II 12/ FAZ II 12/ FAZ II 16/ C1 / C FAZ II 16/ C1 / C FAZ II 16/ C1 / C FAZ II 16/ C1 / C FAZ II 16/ C1 / C FAZ II 16/ FAZ II 16/ FAZ II 16/ FAZ II 20/ C1 / C FAZ II 20/ C1 / C FAZ II 20/ C1 / C FAZ II 24/ C FAZ II 24/ C

3 Roestvast staal A4, corrosieweerstandsklasse III Goed-keuring ICC goedkeuring Boorgatdiamet er Pluglengte (standaard) (gereduceerd) d 0 l t fix t fix Artikelnaam Art.-Nr. [mm] [mm] [mm] [mm] FAZ II 8/10 A C FAZ II 8/30 A C FAZ II 8/50 A C FAZ II 10/10 A C1 / C FAZ II 10/20 A C1 / C FAZ II 10/30 A C1 / C FAZ II 10/50 A C1 / C FAZ II 10/70 A C1 / C FAZ II 10/100 A C1 / C FAZ II 10/160 A FAZ II 12/10 A C1 / C FAZ II 12/20 A C1 / C FAZ II 12/30 A C1 / C FAZ II 12/50 A C1 / C FAZ II 12/60 A C1 / C FAZ II 12/100 A C1 / C FAZ II 12/160 A FAZ II 16/5 A C1 / C FAZ II 16/25 A C1 / C FAZ II 16/50 A C1 / C FAZ II 16/60 A C1 / C FAZ II 16/100 A C1 / C FAZ II 20/30 A C1 / C FAZ II 20/60 A C1 / C FAZ II 24/30 A C FAZ II 24/60 A C

4 Hoog corrosiewerend staal, corrosieweerstandsklasse IV Goed-keuring ICC goedkeuring Boorgatdiamet er Pluglengte (standaard) (gereduceerd) d 0 l t fix t fix Artikelnaam Art.-Nr. [mm] [mm] [mm] [mm] FAZ II 8/10 C C FAZ II 8/30 C C FAZ II 10/10 C C FAZ II 10/30 C C FAZ II 12/10 C C FAZ II 12/30 C C FAZ II 16/25 C C FAZ II 16/50 C C

5 Kleinster möglicher Achs- bzw. Randabstand bei gleichzeitiger Reduzierung der zulässigen Last bei Mindestbauteildicke ( ). Die Kombination von minimalem Rand- und Achsabstand ist min Bedingungen reduziert werden. ef Bolt anchor FAZ II Cracked concrete Non-cracked concrete FAZ II ,0 2,4 6, ,3 6, FAZ II 10 FAZ II 12 FAZ II 16 FAZ II ,0 17,1 40, ,0 40, FAZ II ,0 24,0 49, ,6 49, 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 s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load for the thickness ( ). The combination of the given and For combination of tensile loads, shear loads, bending s as well as reduced s or s (anchor groups) see approval. According approval the thickness ( is not possible. One of them has to be increased according approval. 5

6 min ef Bolt anchor FAZ II A4 gerissener Beton ungerissener Beton FAZ II 8 A ,0 2,4 6, ,3 6, FAZ II 10 A4 FAZ II 12 A4 FAZ II 16 A4 FAZ II 20 A ,0 17,1 40, ,0 40, FAZ II 24 A ,0 24,0 49, ,6 49, 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 s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load for the For combination of tensile loads, shear loads, bending s as well as reduced s or s (anchor groups) see approval. According approval the thickness ( thickness ( ). The combination of the given and is not possible. One of them has to be increased according approval. 6

7 Dübel mit einem Achsabstand s 3 x h ef und einem Randabstand c 1,5 x h ef. Exakte Daten siehe Zulassungsbescheid. Kleinster möglicher Achs- bzw. Randabstand bei gleichzeitiger Reduzierung der zulässigen Last bei Doorsteekanker Mindestbauteildicke ( ). Die Kombination von minimalem FAZ Rand- und II Achsabstand ist Bei höheren Betonfestigkeiten bis C50/60 sind höhere zulässige Lasten möglich. Die Mindestbauteildicke ( ) kann gemäß Zulassungsbescheid unter bestimmten Bedingungen reduziert werden. Bolt anchor FAZ II C Cracked concrete Non-cracked concrete FAZ II 8 C ,0 2,4 6, ,3 6, FAZ II 10 C FAZ II 12 C FAZ II 16 C FAZ II 20 C ,0 17,1 40, ,0 40, FAZ II 24 C ,0 24,0 49, ,6 49, 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 s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load for the For combination of tensile loads, shear loads, bending s as well as reduced s or s (anchor groups) see approval. According approval the thickness ( thickness ( ). The combination of the given and is not possible. One of them has to be increased according approval. 7

8 Mindestbauteildicke ( ). Die Kombination von minimalem Rand- und Achsabstand ist Bolt anchor FAZ II GS 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 s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load for the thickness ( ). The combination of the given and is not possible. One of them has to be increased according approval. Cracked concrete Non-cracked concrete FAZ II 8 GS ,0 2,4 6, ,3 6, FAZ II 10 GS FAZ II 12 GS FAZ II 16 GS For combination of tensile loads, shear loads, bending s as well as reduced s or s (anchor groups) see approval. According approval the thickness ( 8

9 Kleinster möglicher Achs- bzw. Randabstand bei gleichzeitiger Reduzierung der zulässigen Last bei Mindestbauteildicke ( ). Die Kombination von minimalem Rand- und Achsabstand ist Bedingungen reduziert werden. Bolt anchor FAZ II GS A4 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 s 3 x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load for the thickness ( ). The combination of the given and is not possible. One of them has to be increased according approval. Cracked concrete Non-cracked concrete FAZ II 8 GS A ,0 2,4 6, ,3 6, FAZ II 10 GS A4 FAZ II 12 GS A4 FAZ II 16 GS A4 For combination of tensile loads, shear loads, bending s as well as reduced s or s (anchor groups) see approval. According approval the thickness ( 9