Rothoblaas - 木螺钉和连接器 Page 94
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钢-木剪切节点 钢-木混合 结构接头 几何形状和力学特性 BS P H dK X X AP d2 d1 dUK t1 dS b L 标称直径 d1 头部直径 dK 螺杆直径 dS 螺纹底径 d2 [mm] 20,75 [mm] 5,80 7,00 8,00 [mm] [mm] 预钻孔直径(1) dV [mm] 5,40 3,40 [mm] 10,00 5,0 推荐的钢板孔径 dv,steel [mm] 11,0 抗拔强度特征值(2) fax,k [N/mm2] 11,7 屈服力矩特征值 My,k 相关密度 ρa 相关密度 ρa 头部拉穿强度特征值(2) 抗拉强度特征值 (1) 适用于软木的预钻孔。 [Nm] [kg/m3] 6,40 4,35 12,00 6,0 13,0 6,80 5,00 14,00 7,0 15,0 20,1 35,8 48,0 350 350 350 11,7 11,7 f head,k [N/mm2] 10,5 10,5 10,5 ftens,k [kN] 20,1 31,4 33,9 [kg/m3] (2) 适用于软木 - 最大密度 440 kg/m3 。 对于使用不同材料或具有高密度的应用，请参见 ETA-11/0030。 94 | HBS PLATE | 木工 12 18,25 t1 dUK 10 14,50 头部厚度 头下直径 8 [mm] 350 350 350
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