Rothoblaas - 木螺钉和连接器 Page 95
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产品编码和尺寸 d1 [mm] 8 TX 40 产品编码 L [mm] 100 75 80 HBSP880 HBSP8100 HBSP8120 120 HBSP8160 AP 件 1,0 ÷ 15,0 100 [mm] 55 1,0 ÷ 15,0 1,0 ÷ 15,0 100 160 130 1,0 ÷ 20,0 100 HBSP10120 120 95 1,0 ÷ 15,0 50 HBSP10160 160 130 1,0 ÷ 20,0 50 110 100 75 140 HBSP10140 1,0 ÷ 15,0 110 180 HBSP10180 1,0 ÷ 20,0 1,0 ÷ 20,0 150 1,0 ÷ 20,0 d1 [mm] 100 95 140 HBSP8140 HBSP10100 10 TX 40 b [mm] 12 TX 50 100 产品编码 HBSP12120 L AP 件 90 1,0 ÷ 20,0 25 160 120 1,0 ÷ 30,0 25 200 160 1,0 ÷ 30,0 [mm] 140 110 120 HBSP12140 HBSP12160 180 HBSP12180 HBSP12200 50 b [mm] [mm] 1,0 ÷ 20,0 140 25 1,0 ÷ 30,0 25 25 50 50 受剪螺钉的最小距离 | 钢-木 荷载-木纹夹角 α = 0° d1 a1 a2 a3,t a3,c 通过预钻孔插入的螺钉 [mm] 8 10 12 17 21 25 84 5∙d ∙ 0,7 28 [mm] 12∙d 96 120 144 3∙d 24 30 36 [mm] 3∙d ∙ 0,7 [mm] 56 7∙d [mm] d1 a1 [mm] [mm] 12∙d ∙ 0,7 67 a3,t [mm] 15∙d 5∙d a2 a3,c a4,t a4,c [mm] [mm] 35 通过预钻孔插入的螺钉 [mm] a4,t a4,c 荷载-木纹夹角 α = 90° 70 24 3∙d 42 30 [mm] [mm] [mm] d = 螺钉标称直径 5∙d ∙ 0,7 8 10 28 35 备注： 28 34 7∙d 56 70 7∙d 3∙d 56 56 24 84 70 84 84 30 10 28 35 120 150 180 10∙d 80 40 50 100 120 50 60 5∙d ∙ 0,7 10∙d 60 10∙d 5∙d 非受力端 90° < α < 270° F α α • 考虑到木构件的密度 ρ k ≤ 420 kg/m3 和计算直径d相当于 = 螺钉标称直径，最小 距离符合 EN 1995: 2014 标准和 ETA-11/0030 的要求。 34 70 8 28 42 a3,t 28 36 无预钻孔状态下插入螺钉 12 F a1 a1 22 5∙d ∙ 0,7 受力端 -90° < α < 90° a2 a2 4∙d ∙ 0,7 101 40 5∙d 12 22 84 80 10∙d 10 7∙d 36 无预钻孔状态下插入螺钉 8 4∙d ∙ 0,7 35 42 100 80 100 80 100 40 50 受力边缘 0° < α < 180° 12 42 120 120 120 60 非受力边缘 180° < α < 360° α F α F a4,t a4,c a3,c • 如果是带有花旗松木构件（Pseudotsuga 间距必须乘以系数 1.5。 menziesii）的节点，最小间距和顺纹 木工 | HBS PLATE | 95
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