BOAX-II - KIILA-ANKKURI Mutterin ja aluslevyn kanssa. UK-DoP-e08/0276, ETA-08/0276 OMINAISUUDET Materiaali Kuumasinkitty teräs SOVELLUS Käyttötarkoitus Teräsrakenteiden Kiskojen Kannattimien Julkisivujen Kaapelihyllyjen Liittimien kiinnittämiseen Liitos Halkeileva/halkeilematon betoni BOAX-II - Kiila-ankkuri 1/10
BOAX-II - KIILA-ANKKURI TECHNICAL DATA Mitat Art. No. DB nr. NOBB nr. Thread dimension [mm] Total length [L] [mm] Kiinnitettävän materiaalin maksimipaksuus [tfix] [mm] Kierteen pituus [f] [mm] Eff. sættedybde [hef] [mm] Ø pullthrough hole [df] [mm] Porauksen Määrä Ø x syvyys pakkauksessa [d0 x h1] [stk] [mm] BOAX06035015-6/15 * 46257120 M6 65 15 38 35 7 6x50 100 BOAX06035050-6/50 * 46257377 M6 100 50 60 35 7 6x50 100 BOAXII08045010HD 8/10-47616584 M8 72 10 32 45 9 8x60 50 BOAXII08045030HD 8/30-47616603 M8 92 30 52 45 9 8x60 50 BOAXII08045050HD 8/50-47616618 M8 112 50 72 45 9 8x60 40 II 10/10 BOAXII10060010HD1684644 47602554 M10 92 10 47 60 12 10x75 40 II 10/20 BOAXII10060020HD - 47602622 M10 102 20 57 60 12 10x75 25 II 10/30 BOAXII10060030HD - 47603012 M10 112 30 67 60 12 10x75 25 II 10/50 BOAXII10060050HD - 47603042 M10 132 50 87 60 12 10x75 25 II 10/80 BOAXII10060080HD - 47603076 M10 162 80 115 60 12 10x75 25 BOAXII12070005HD 12/5-46341332 M12 103 5 53 70 14 12x90 20 II 12/20 BOAXII12070020HD - 47603095 M12 118 20 68 70 14 12x90 20 II 12/30 BOAXII12070030HD - 47616463 M12 128 30 78 70 14 12x90 20 II 12/65 BOAXII12070065HD - 47616478 M12 163 65 113 70 14 12x90 20 BOAXII16085005HD 16/5-47616497 M16 123 5 65 85 18 16x110 10 II 16/20 BOAXII16085020HD - 47616482 M16 138 20 80 85 18 16x110 10 II 16/50 BOAXII16085050HD - 47616520 M16 168 50 110 85 18 16x110 10 BoA- X 20/20 BOAX20110020-47616554 M20 170 20 55 110 22 20x130 5 * BOAXII12070005HD - - * not included in ETA approval BOAX-II - Kiila-ankkuri 2/10
BOAX-II - KIILA-ANKKURI Load bearing table concrete/non-cracked concrete Halkeilematon betoni N Rd [kn] V Rd [kn] 6/15 * 2.52 2.52 2.52 2.52 2.5 2.5 2.5 2.5 5.7 6/50 * 2.52 2.52 2.52 2.52 2.5 2.5 2.5 2.5 5.7 8/10 5 5.5 6 6.4 6.7 6.7 6.7 6.7 14 8/30 5 5.5 6 6.4 6.7 6.7 6.7 6.7 14 8/50 5 5.5 6 6.4 6.7 6.7 6.7 6.7 14 10/10 8.9 9.8 10.7 11.4 12 12 12 12 32 10/20 8.9 9.8 10.7 11.4 12 12 12 12 32 10/30 8.9 9.8 10.7 11.4 12 12 12 12 32 10/50 8.9 9.8 10.7 11.4 12 12 12 12 32 10/80 8.9 9.8 10.7 11.4 12 12 12 12 32 12/5 11.1 12.2 13.3 14.2 15.3 15.3 15.3 15.3 48 12/20 11.1 12.2 13.3 14.2 15.3 15.3 15.3 15.3 48 12/30 11.1 12.2 13.3 14.2 15.3 15.3 15.3 15.3 48 12/65 11.1 12.2 13.3 14.2 15.3 15.3 15.3 15.3 48 16/5 23.3 25.7 28 29.9 29.3 29.3 29.3 29.3 124 16/20 23.3 25.7 28 29.9 29.3 29.3 29.3 29.3 124 16/50 23.3 25.7 28 29.9 29.3 29.3 29.3 29.3 124 20/20 * 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 242.2 BOAXII12070005HD *Not included in ETA approval Load bearing table in conrete - cracked concrete 6/15 * 6/50 * 8/10 8/30 8/50 Halkeillut betoni N Rd [kn] V Rd [kn] 2.8 3.1 3.3 3.6 6.7 6.7 6.7 6.7 14 2.8 3.1 3.3 3.6 6.7 6.7 6.7 6.7 14 2.8 3.1 3.3 3.6 6.7 6.7 6.7 6.7 14 BOAX-II - Kiila-ankkuri 3/10
BOAX-II - KIILA-ANKKURI Halkeillut betoni N Rd [kn] V Rd [kn] 10/10 5 5.5 6 6.4 12 12 12 12 32 10/20 5 5.5 6 6.4 12 12 12 12 32 10/30 5 5.5 6 6.4 12 12 12 12 32 10/50 5 5.5 6 6.4 12 12 12 12 32 10/80 5 5.5 6 6.4 12 12 12 12 32 12/5 6.7 7.3 8 8.5 15.3 15.3 15.3 15.3 48 12/20 6.7 7.3 8 8.5 15.3 15.3 15.3 15.3 48 12/30 6.7 7.3 8 8.5 15.3 15.3 15.3 15.3 48 12/65 6.7 7.3 8 8.5 15.3 15.3 15.3 15.3 48 16/5 13.3 14.7 16 17.1 29.3 29.3 29.3 29.3 124 16/20 13.3 14.7 16 17.1 29.3 29.3 29.3 29.3 124 16/50 13.3 14.7 16 17.1 29.3 29.3 29.3 29.3 124 20/20 * BOAXII12070005HD Expansion mechanical anchor d 0 [mm] h 1 [mm] d f [mm] Sw 6/15 * 6/50 * 8/10 8/30 8/50 II 10/10 II 10/20 II 10/30 II 10/50 II 10/80 Tightening moment [Tinst] [Nm] h ef [mm] S cr,n [mm] S min [mm] C cr,n [mm] C min [mm] h min [mm] 6 50 7 10 7 35 120 120 90 90 60 6 50 7 10 7 35 120 120 90 90 60 8 60 9 13 15 45 135 50 68 50 100 8 60 9 13 15 45 135 50 68 50 100 8 60 9 13 15 45 135 50 68 50 100 10 75 12 17 35 60 180 55 90 50 120 10 75 12 17 35 60 180 55 90 50 120 10 75 12 17 35 60 180 55 90 50 120 10 75 12 17 35 60 180 55 90 50 120 10 75 12 17 35 60 180 55 90 50 120 BOAX-II - Kiila-ankkuri 4/10
BOAX-II - KIILA-ANKKURI d 0 [mm] h 1 [mm] d f [mm] Sw Tightening moment [Tinst] h ef [mm] S cr,n [mm] S min [mm] C cr,n [mm] C min [mm] h min [mm] [Nm] 12/5 12 90 14 19 50 70 210 60 105 55 140 II 12/20 12 90 14 19 50 70 210 60 105 55 140 II 12/30 12 90 14 19 50 70 210 60 105 55 140 II 12/65 12 90 14 19 50 70 210 60 105 55 140 16/5 16 110 18 24 120 85 255 70 128 85 170 II 16/20 16 110 18 24 120 85 255 70 128 85 170 II 16/50 16 110 18 24 120 85 255 70 128 85 170 BoA- X 20/20 * 20 130 22 30 240 110 400 400 300 300 180 BOAXII12070005HD - - *Not included in ETA approval Design capacities - single anchor - no edge distances - Non-cracked concrete 6/15 * 6/50 * 8/10 8/30 8/50 10/10 10/20 10/30 10/50 10/80 12/5 12/20 Tension - N Rd [kn] Design capacity - Non-cracked concrete Shear - V Rd [kn] 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 5.7 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 5.7 5 5.5 6 6.4 8 8 8 8 16.8 5 5.5 6 6.4 8 8 8 8 16.8 5 5.5 6 6.4 8 8 8 8 16.8 8.9 9.8 10.7 11.4 14.4 14.4 14.4 14.4 38.4 8.9 9.8 10.7 11.4 14.4 14.4 14.4 14.4 38.4 8.9 9.8 10.7 11.4 14.4 14.4 14.4 14.4 38.4 8.9 9.8 10.7 11.4 14.4 14.4 14.4 14.4 38.4 8.9 9.8 10.7 11.4 14.4 14.4 14.4 14.4 38.4 BOAX-II - Kiila-ankkuri 5/10
BOAX-II - KIILA-ANKKURI Tension - N Rd [kn] Design capacity - Non-cracked concrete Shear - V Rd [kn] 12/30 12/65 16/5 16/20 16/50 20/20 * 19.46 19.46 19.46 19.46 19.46 19.46 19.46 19.46 242.2 BOAXII12070005HD 19.46 19.46 19.46 19.46 19.46 19.46 19.46 19.46 242.2 1. The design loads loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s 15 cm (any diameter) or with a rebar spacing s 10 cm, if the rebar diameter is 10mm or smaller. 2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A. 3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmal +\sigmar 0. In the absence of detailed verification \sigmar = 3 N/mm² can be assumed (\sigmal equals the tensile stress within the concrete induced by external loads, anchors loads included). *Not covered by ETA-08/0276 Design capacities - single anchor - no edge distances - Cracked concrete 6/15 * 6/50 * 8/10 8/30 8/50 10/10 10/20 10/30 10/50 10/80 12/5 12/20 12/30 Tension - N Rd [kn] Design capacity - Cracked concrete Shear - V Rd [kn] 2.8 3.1 3.3 3.6 7.2 8 8 8 16.8 2.8 3.1 3.3 3.6 7.2 8 8 8 16.8 2.8 3.1 3.3 3.6 7.2 8 8 8 16.8 5 5.5 6 6.4 14.4 14.4 14.4 14.4 38.4 5 5.5 6 6.4 14.4 14.4 14.4 14.4 38.4 5 5.5 6 6.4 14.4 14.4 14.4 14.4 38.4 5 5.5 6 6.4 14.4 14.4 14.4 14.4 38.4 5 5.5 6 6.4 14.4 14.4 14.4 14.4 38.4 BOAX-II - Kiila-ankkuri 6/10
BOAX-II - KIILA-ANKKURI Tension - N Rd [kn] Design capacity - Cracked concrete Shear - V Rd [kn] 12/65 16/5 16/20 16/50 20/20 * BOAXII12070005HD 1. The design loads loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s 15 cm (any diameter) or with a rebar spacing s 10 cm, if the rebar diameter is 10mm or smaller. 2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A. 3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmal +\sigmar 0. In the absence of detailed verification \sigmar = 3 N/mm² can be assumed (\sigmal equals the tensile stress within the concrete induced by external loads, anchors loads included). *Not covered by ETA-08/0276 Recommended capacities - single anchor - no edge distances - Non-cracked concrete 6/15 * 6/50 * 8/10 8/30 8/50 10/10 10/20 10/30 10/50 10/80 12/5 12/20 12/30 12/65 Tension - N rec [kn] Recommended capacity - Non-cracked concrete Shear - V rec [kn] M rec [Nm] 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 4.1 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 4.1 3.6 3.9 4.3 4.6 5.7 5.7 5.7 5.7 12 3.6 3.9 4.3 4.6 5.7 5.7 5.7 5.7 12 3.6 3.9 4.3 4.6 5.7 5.7 5.7 5.7 12 6.3 7 7.6 8.1 10.3 10.3 10.3 10.3 27.4 6.3 7 7.6 8.1 10.3 10.3 10.3 10.3 27.4 6.3 7 7.6 8.1 10.3 10.3 10.3 10.3 27.4 6.3 7 7.6 8.1 10.3 10.3 10.3 10.3 27.4 6.3 7 7.6 8.1 10.3 10.3 10.3 10.3 27.4 BOAX-II - Kiila-ankkuri 7/10
BOAX-II - KIILA-ANKKURI Tension - N rec [kn] Recommended capacity - Non-cracked concrete Shear - V rec [kn] M rec [Nm] 16/5 16/20 16/50 20/20 * 13.9 13.9 13.9 13.9 13.9 13.9 13.9 13.9 173 BOAXII12070005HD 13.9 13.9 13.9 13.9 13.9 13.9 13.9 13.9 173 1. The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of γf=1.4. The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s 15 cm (any diameter) or with a rebar spacing s 10 cm, if the rebar diameter is 10 mm or smaller. 2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A. 3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmal +\sigmar 0. In the absence of detailed verification \sigmar = 3 N/mm² can be assumed (\sigmal equals the tensile stress within the concrete induced by external loads, anchors loads included). Recommended capacities - single anchor - no edge distances - Cracked concrete 6/15 * 6/50 * 8/10 8/30 8/50 10/10 10/20 10/30 10/50 10/80 12/5 12/20 12/30 12/65 Tension - N rec [kn] Recommended capacity - Cracked concrete Shear - V rec [kn] M rec [Nm] 2 2.2 2.4 2.5 5.2 5.7 5.7 5.7 12 2 2.2 2.4 2.5 5.2 5.7 5.7 5.7 12 2 2.2 2.4 2.5 5.2 5.7 5.7 5.7 12 3.6 3.9 4.3 4.6 10.3 10.3 10.3 10.3 27.4 3.6 3.9 4.3 4.6 10.3 10.3 10.3 10.3 27.4 3.6 3.9 4.3 4.6 10.3 10.3 10.3 10.3 27.4 3.6 3.9 4.3 4.6 10.3 10.3 10.3 10.3 27.4 3.6 3.9 4.3 4.6 10.3 10.3 10.3 10.3 27.4 BOAX-II - Kiila-ankkuri 8/10
BOAX-II - KIILA-ANKKURI Tension - N rec [kn] Recommended capacity - Cracked concrete Shear - V rec [kn] M rec [Nm] 16/5 16/20 16/50 20/20 * BOAXII12070005HD 1. The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of γf=1.4. The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s 15 cm (any diameter) or with a rebar spacing s 10 cm, if the rebar diameter is 10 mm or smaller. 2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A. 3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmal +\sigmar 0. In the absence of detailed verification \sigmar = 3 N/mm² can be assumed (\sigmal equals the tensile stress within the concrete induced by external loads, anchors loads included). BOAX-II - Kiila-ankkuri 9/10
BOAX-II - KIILA-ANKKURI BOAX-II - Kiila-ankkuri 10/10