Rothoblaas - 木结构连接器 Page 200
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静态值 | 抗剪节点 F2/3 | 木-木 TTN240 F2/3 F2/3 木 木结构上的 配置(1) TTN240 TTN240 + XYLOFON TTN240 + ALADIN STRIPE SOFT TTN240 + ALADIN STRIPE EXTRA SOFT 隔音垫(2) 孔紧固件 Ø5 类型 LBA 钉 ØxL nv nH s [mm] [个] [个] [mm] 36 36 - Ø4,0 x 60 LBS 螺钉 Ø5,0 x 50 LBA 钉 Ø4,0 x 60 LBS 螺钉 Ø5,0 x 50 LBA 钉 Ø4,0 x 60 LBS 螺钉 Ø5,0 x 50 LBA 钉 Ø4,0 x 60 LBS 螺钉 Ø5,0 x 50 36 36 6 36 36 5 36 36 7 R2/3,k timber [kN] 37,9 46,7 24,8 22,8 28,9 27,5 27,5 25,8 静态值 | 抗拉节点 F1 | 木-木 TTN240 F1 木 孔紧固件 Ø5 类型 TTN240 R1,k timber ØxL nv nH [mm] [个] [个] 36 36 LBA 钉 Ø4,0 x 60 LBS 螺钉 Ø5,0 x 50 [kN] 7,4 16,2 注意： (1) 在整体模式配置中，TTN240 直角支架可与不同的弹性隔音垫组合安装，隔音 垫插入在水平翼缘下方。 表中的强度值是 ETA-11/0496 中给出的值，并根 据“Blaß, H .J . und Laskewitz, B . (2000); Load-Carrying Capacity of Joints with Dowel-Type fasteners and Interlayers”（Blaß, H .J . und Laskewitz, B . (2000)；带暗销型紧固件和夹层的节点的承载能力）计算得出，计算时保守地 忽略了隔音垫的刚度。 200 | TITAN N | 金属和建筑节点 (2) 隔音垫厚度：对于 ALADIN，计算考虑头于波纹截面以及插入过程中因钉子端嵌 入部造成压溃而导致厚度减小这一因素。
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