Rothoblaas - 木螺钉和连接器 Page 140
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并排 CLT 楼板的极高刚度的连接。45°双倾角的应用,非常适合通过 JIG VGZ 模板而实现。 由于主次梁连接所致的悬挂荷载对纹理的正交 加固。 几何形状和力学特性 Z d2 d1 V X G X X dK b L 标称直径 头部直径 螺纹底径 预钻孔直径(1) d1 [mm] d2 [mm] dK dV [mm] 8,00 [mm] 3,5 [Nm] 屈服力矩特征值 My,k 相关密度 ρa 相关密度 ρa [kg/m3] fy,k [N/mm2] 抗拔强度特征值(2) 抗拔强度特征值(3) 抗拉强度特征值 屈服强度特征值 (1) 适用于软木的预钻孔。 (2) 适用于软木 - 最大密度 440 kg/m3 。 fax,k fax,k ftens,k 9,50 9,2 10,6 14,2 350 350 350 [N/mm2] 15,0 [kN] 8,00 7 3,80 11,7 [kg/m3] 5,6 3,60 [N/mm2] (3) 适用于软木LVL - 最大密度 550 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。 140 | VGZ | 木结构 5,3 500 11,0 1000 3,5 11,7 15,0 500 12,3 1000 4,60 4,0 9 11,50 5,90 5,0 6,0 350 350 15,0 15,0 15,4 6,60 45,9 11,7 1000 13,50 27,2 11,7 500 11 500 25,4 1000 11,7 15,0 500 38,0 1000
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