Rothoblaas - 木结构连接器 Page 427
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几何尺寸 P10 P20 M24 15 100 70 15 Ø11 15 170 100 8 Ø100 Ø100 70 15 6 6 Ø48,3 Ø48,3 Ø11 49,5 P P 6 6 80 12 56 12 Ø6 12 80 80 12 56 12 Ø6 12 56 80 56 12 12 静态值 抗压强度 F1,c Bs,min amax H Hmin P10 产品编码 Bs,min H Hmin [mm] [mm] [mm] P10300 100 x 100 312 156 P10500 Ø100 512 256 R1,c k timber R1,c k steel [kN] γtimber [kN] γsteel 98,6 γMT(1) 78,7 γM0 [kN] 107,0 99,3 γsteel γM1 P20 产品编码 P20300 P20500 Bs,min H Hmin amax [mm] [mm] [mm] [mm] 312 156 70 512 256 70 100 x 100 R1,c k timber R1,c k steel [kN] γtimber [kN] γsteel 93,7 γMT(1) 59,5 γM0 [kN] 106,0 106,0 γsteel γM1 注意： (1) 系数 kmod 和 y 应根据适用的现行计算规范选取。 yMT 木材的分项系数。 紧固件-混凝土的连接必须单独进行验证。 • 计算过程考虑的木材密度为 ρk = 350 kg/m3。 一般原则： • 特征值符合 Hmin。 • 必须分别确定木构件和混凝土构件的尺寸并进行验证。 ETA-10/0422 标准，适用于混凝土铸件的最小锚固深度，即 • 设计值获取自特征值，如下所示： Rd = min Ri,k timber kmod γtimber Ri,k steel γsteel 露台的柱支座和节点 | P10 - P20 | 427
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