Doorsteekanker FAZ II GS en HBS

Transcriptie

1 Efficient bevestigen in gescheurd beton UITVOERINGEN GOEDKEURINGEN elektrolytisch verzinkt staal roestvast 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 TOEPASSINGEN De FAZ II HBS met extra grote voorgemonteerde onderlegring (DIN 12 zorgt voor een betere krachtoverdracht bij de bevestiging van bijvoorbeeld Schwellen en balken. Daarnaast biedt de Doorsteekanker FAZ II HBS alle voordelen van de FAZ II. Ankerplaten met slobgaten Onderliggende gevelstructuren met slobgaten Houtconstructies Trekanker Verankering van houten balken Ankerplaten met slobgaten Onderliggende gevelstructuren met slobgaten Houtconstructies Trekanker Verankering van houten balken 1

2 TECHNISCHE GEGEVENS ETA Goedkeuring Boorgatdiameter Pluglengte Max. dikte aanbouwdeel (standaard) Max. dikte aanbouwdeel (gereduceerd) d o l t fix t fix Artikelnaam Art.-Nr. [mm] [mm] [mm] [mm] FAZ II 12/100 HBS FAZ II 12/120 HBS FAZ II 16/160 HBS FAZ II 16/200 HBS

3 Kleinster möglicher Achs- bzw. Randabstand bei gleichzeitiger Reduzierung der zulässigen Last bei min Bedingungen reduziert werden. ef Bolt anchor FAZ II 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, partial safety factor for load actions of L an anchor with a s 3 x h ef and an c 1,5 x h ef 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 According approval the thickness ( is not possible. One of them has to be increased according 3

4 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, an anchor with a s 3 x h ef and an c 1,5 x h ef 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 According approval the thickness ( thickness ( ). The combination of the given and is not possible. One of them has to be increased according 4

5 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 Bei höheren Betonfestigkeiten bis C50/60 sind höhere zulässige Lasten möglich. Die ) kann gemäß Zulassungsbescheid unter bestimmten Bedingungen reduziert werden. Bolt anchor FAZ II C 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, an anchor with a s 3 x h ef and an c 1,5 x h ef 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 According approval the thickness ( thickness ( ). The combination of the given and is not possible. One of them has to be increased according 5

6 Bolt anchor FAZ II GS an anchor with a s 3 x h ef and an c 1,5 x h ef 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 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 According approval the thickness ( 6

7 Kleinster möglicher Achs- bzw. Randabstand bei gleichzeitiger Reduzierung der zulässigen Last bei Bedingungen reduziert werden. Bolt anchor FAZ II GS A4 an anchor with a s 3 x h ef and an c 1,5 x h ef 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 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 According approval the thickness ( 7