Rothoblaas - 木结构连接器 Page 199
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TCW200 - TCW240 | F1 应用下的混凝土锚栓验证 对于使用锚栓将构件紧固到混凝土结构,应根据作用在锚栓上的荷载进行验证,荷载可通过表 (kt) 中的几何参数进行估算。 对于混装土结构安装,必须为 2 个内部锚栓 (IN) 提供 TCW 垫片。 锚栓组必须进行以下验证: NSd,z = 2 x kt// x F1,d 2kt x F1 z x y TCW200 - TCW240 | F1 应力下的连接刚度 滑移模量 K1,ser 的计算 • K1,ser 实验平均值,是针对 C24 CLT(正交胶合木)板上的 TITAN 节点 类型 紧固类型 nv K1,ser Ø x L [mm] [个] [N/mm] TCN200 + TCW200 - - - TCN240 + TCW240 LBA 钉 Ø4,0 x 60 36 28455 • Kser 符合 EN 1995-1-1 要求,是针对木-木钉连子* GL24h/C24 1,5 d0,8 (EN 1995 § 7 .1) 钉(无预钻孔) ρm 30 类型 紧固类型 nv Kser Ø x L [mm] [个] [N/mm] TCN200 + (TCW200) LBA 钉 Ø4,0 x 60 30 26093 TCN240 (+ TCW240) LBA 钉 Ø4,0 x 60 36 31311 *对于钢-木连接,参考标准表明可将表中所列的 Kser 值翻倍 (7 .1 (3)) 金属和建筑节点 | TITAN N | 199
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