fischer Rögzítőrendszerek főkatalógusa Página 645
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Basic knowledge of fastening technology Compressive strength classes in different countries Country Specimen Dimensions 1) China Cube Denmark Concrete strength class Unit Standard 15x15x15 C15, C20, C25, C30, C35, C40, C45, C50, C55, C60 N/mm² GB50010-2010 Cube 15x15x15 C12/15, C16/20, C20/25, C25/30, C30/37, C40/50, C45/55, C50/60 N/mm² DS/EN 206 Germany Cube 15x15x15 C12/15, C16/20, C20/25, C25/30, C30/37, C40/50, C45/55, C50/60 N/mm² EN 206 France Cylinder 16x32 B20, B25, B30, B35, B40, B45, B50 N/mm² BAEL 91 Great Britain Cube 15x15x15 C20, C25, C30, C37, C40, C45, C55, C60 N/mm² BS EN 123903:2009 Italy Cube 15x15x15 C 8/10, C12/15, C16/20, C20/25, C25/30, C28/35, C30/37, C32/40, C35/45, C40/50, C45/55, C50/60 N/mm² UNI EN 206 Japan Cylinder 10x20 ≥ 15 N/mm² JIS A 1108 Korea Cylinder 10x20, 15x30 18, 21, 24, 27, 30 N/mm² KS F 2405 The Netherlands Cylinder 15x30 C 8/10, C12/15, C16/20, C20/25, C25/30, C30/37, C35/45, C40/50, C45/55, C50/60 N/mm² NEN-EN 206-1 Austria Cube 15x15x15 C 8/10, C12/15, C16/20, C20/25, C25/30, C30/37, C35/45, C40/50, C45/55, C50/60 N/mm² ÖNORM B 4710-1 Sweden Cube 15x15x15 C12/15, C16/20, C20/25, C25/30, C30/37, C40/50, C45/55, C50/60 N/mm² SS-EN206 Switzerland Cube 15x15x15 C12/15, C16/20, C20/25, C25/30, C30/37, C40/50, C45/55, C50/60 N/mm² SIA 262 N/mm² EHE-08 [cm] Unreinforced concrete: HM-20, HM-25, HM-30, HM-35, HM-40, HM-45, HM-50 Spain Cylinder 15x30 Reinforced concrete: HA-25, HA-30, HA-35, HA-40, HA-45, HA-50 Pre-stressed concrete: HP-25, HP-30, HP-35, HP-40, HP-45, HP-50 USA Cylinder 15x30 2000, 2500, 3000, 3500, 4000, 5000, 6000, 7000, 8000 16 Psi ACI 318 1) Conversion: fCylinder = 0.85 x fCube, 20x20x20; fCube, 15x15x15 = 1.05 x fCube, 20x20x20 Expert tip · Anchors used in new concrete must be suitable for this purpose, or may only bear loads after reaching the minimum compressive strength. · Concrete always shows cracks (shrinkage during hardening, loading). · In cracked concrete, anchors which are tested in cracked concrete must be used. These anchors must be able to expand when concrete starts to crack e. g, expansion anchors (e. g. FAZ II), form locking anchors or undercut anchors (e. g. FZA), or bonded anchors (e. g. FIS SB). · Cutting through reinforcement steel while making drill holes is not permitted. In special cases, non load-bearing steels can be cut after consultation with the responsible engineer. · The load bearing capacity of the concrete along the entire drill hole must be guaranteed (no honeycombing in the concrete, no voids and pockets). · Pre-stressed concrete: A certain drilling distance must be maintained from the tensioning strands as stated in the approval/assessment (e. g. FHY, FBS 6 or EA II). 645
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