Rothoblaas - 木结构连接器 Page 214
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静态值 | 抗剪节点 F2/3 | 木-木 TTS240 F2/3 F2/3 木 型材(2) 孔紧固件 Ø11 木结构上的配置(1) TTS240 HBS PLATE nv nH s [mm] [个] [个] [mm] [kN] Ø8,0 x 80 14 14 - 60,0 6 12.5 5 14,7 7 13,9 TTS240 + XYLOFON TTS240 + ALADIN STRIPE SOFT HBS PLATE Ø8,0 x 80 14 TTS240 + ALADIN STRIPE EXTRA SOFT TTS240 | F2/3 应力下的连接刚度 滑移模量 K2/3,ser 的计算 • 试验平均值K2/3,ser，是针对 CLT（正交胶合木）上的 TITAN 节点，符合 ETA 11/0496 要求 类型 TTS240 • 紧固类型 nv nH K2/3,ser Ø x L [mm] [个] [个] [N/mm] HBS PLATE Ø8,0 x 80 14 14 5600 Kser 符合 EN 1995-1-1 要求，是针对木-木螺钉连接* C24/GL24h 螺钉（无预钻孔的钉） ρm1,5 d0,8 (EN 1995 § 7 .1) 30 类型 TTS240 紧固类型 nv Kser Ø x L [mm] [个] [N/mm] HBS PLATE 螺钉 Ø8,0 x 80 14 21201 *对于钢-木连接，参考规范表明可将表中所列的 Kser 值翻倍 (7 .1 (3))。 214 | TITAN S | 金属和建筑节点 R2/3,k timber ØxL 类型 14
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