fischer fixing-systems main-catalogue Strana 47
Nabídka komerčních zákazníků **Nejlépe prodávané z Fischer
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Injection mortar FIS Green · GreenLine Loads Injection system FIS Green with threaded rod FIS A in solid and perforated masonry Permissible loads¹) ²) for a single anchor in masonry for pre-positioned installation. For the design the complete current assessment ETA-14/0471 has to be considered. Compressive brick strength Brick raw density Minimum brick dimensions³) Effective anchorage depth Minimum member thickness Maximum installation torque Permissible tensile load4) Permissible shear load4) Minimumspacing5) Characteristic resp. minimum edge distance5) fb ρ (L x W x H) hef hmin Tinst,max Nperm Vperm smin║ / smin┴ ccr = cmin [N/mm²] [kg/dm³] [mm] [mm] [mm] [Nm] [kN] [kN] [mm] [mm] M6 ≥ 10 ≥ 1.8 240 x 115 x 71 ≥ 50 115 4 0.43 0.71 150 /150 100 M8 ≥ 10 ≥ 1.8 240 x 115 x 71 ≥ 50 115 10 0.71 0.71 150 / 150 100 M10 ≥ 10 ≥ 1.8 240 x 115 x 71 80 115 10 1.29 1.14 240 / 240 100 M10 ≥ 10 ≥ 1.8 240 x 115 x 71 200 240 10 3.14 2.43 300 / 300 100 M12 ≥ 10 ≥ 1.8 240 x 115 x 71 80 115 10 1.43 1.14 240 / 240 100 M12 ≥ 10 ≥ 1.8 240 x 115 x 71 200 240 10 2.00 3.29 300 / 300 100 M6 ≥ 10 ≥ 1.8 240 x 115 x 71 50 115 4 0.43 0.86 150 / 150 100 M8 ≥ 10 ≥ 1.8 240 x 115 x 71 50 115 10 0.71 1.14 150 / 150 100 M10 ≥ 10 ≥ 1.8 240 x 115 x 71 80 115 10 0.86 1.14 240 / 240 100 M10 ≥ 10 ≥ 1.8 240 x 115 x 71 200 240 10 2.57 1.14 300 / 300 100 M12 ≥ 10 ≥ 1.8 240 x 115 x 71 80 115 10 0.86 1.43 240 / 240 100 M12 ≥ 10 ≥ 1.8 240 x 115 x 71 200 240 10 2.57 1.43 300 / 300 100 M6 / M8 with FIS H 12 x 85 K ≥ 12 ≥ 1.4 240 x 175 x 113 85 175 2 0.34 0.71 240 / 115 100 M8 / M10 with FIS H 16 x 85 K ≥ 12 ≥ 1.4 240 x 175 x 113 85 175 4 0.57 1.57 240 / 115 100 M12 / M16 with FIS H 20 x 85 K ≥ 12 ≥ 1.4 240 x 175 x 113 85 175 4 0.57 1.29 240 / 115 100 M8 / M10 with FIS H 16 x 130 K ≥ 12 ≥ 1.4 240 x 175 x 113 130 175 4 0.57 1.57 240 / 115 100 M12 / M16 with FIS H 20 x 130 K ≥ 12 ≥ 1.4 240 x 175 x 113 130 175 4 0.43 1.29 240 / 115 100 M6 / M8 with FIS H 12 x 85 K ≥ 10 ≥ 1.0 240 x 175 x 113 85 175 2 0.57 1.14 240 / 115 120 M8 / M10 with FIS H 16 x 85 K ≥ 10 ≥ 1.0 240 x 175 x 113 85 175 4 0.57 1.57 240 / 115 120 M12 / M16 with FIS H 20 x 85 K ≥ 10 ≥ 1.0 240 x 175 x 113 85 175 5 0.71 1.71 240 / 115 120 M8 / M10 with FIS H 16 x 130 K ≥ 10 ≥ 1.0 240 x 175 x 113 130 175 4 0.71 1.57 240 / 115 120 M12 / M16 with FIS H 20 x 130 K ≥ 10 ≥ 1.0 240 x 175 x 113 130 175 4 0.57 1.71 240 / 115 120 M6 ≥2 ≥ 0.35 - ≥ 100 130 1 0.54 0.32 240 / 115 80 M6 ≥4 ≥ 0.50 - ≥ 100 130 1 0.71 0.54 240 / 115 80 M8 ≥2 ≥ 0.35 - ≥ 100 130 2 0.71 0.32 240 / 115 80 M8 ≥4 ≥ 0.50 - ≥ 100 130 2 0.89 0.54 240 / 115 80 M10 ≥2 ≥ 0.35 - ≥ 100 130 4 0.71 0.32 240 / 115 80 M10 ≥4 ≥ 0.50 - ≥ 100 130 4 1.07 0.54 240 / 115 80 M12 ≥2 ≥ 0.35 - ≥ 100 130 4 0.89 0.32 240 / 115 80 M12 ≥4 ≥ 0.50 - ≥ 100 130 4 1.07 0.54 240 / 115 80 M16 ≥2 ≥ 0.35 - ≥ 100 130 4 0.89 0.43 240 / 115 80 M16 ≥4 ≥ 0.50 - ≥ 100 130 4 1.07 0.54 240 / 115 80 Type Solid brick Mz, NF, acc. to EN 771-1 Solid sand-lime brick KS, acc. to EN 771-2 Perforated sand-lime brick KSL, acc. to EN 771-2³) Vertically perforated brick Hlz, acc. to EN 771-1³) Aerated concrete acc. to EN 771-46) ¹) The required partial safety factors for material resistance as well as a partial safety factor for load actions of γL = 1.4 are considered. Load values are valid for zinc-plated steel, stainless steel R and highly corrosion-resistant steel HCR. In perforated bricks and hollow blocks threaded rod FIS A in combination with anchor sleeve FIS H K. ²) The given loads are valid for installation and use of fixations in dry masonry - use category d/d - for temperatures in the substrate up to 50 °C (resp. short term up to 80 °C) and drill hole cleaning according to assessment. The given brick types in combination with the permissible loads are an extract of the assessment. ³) More information about, e.g. hole patterns, assortment of anchor sleeves FIS H K see assessment. 4) In the case of combinations of tensile and shear loads, bending moments and reduced edge and axial spacings (anchor groups), the design must be carried out in accordance with the provisions of the complete assessment. 5) Minimum feasible spacing resp. edge distance. Details as well as to the distances to joints see assessment. 6) Cylindrical drill hole. 47 2
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