Rothoblaas - 木结构连接器 Page 121
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静态值 次梁侧强度 连接件 螺钉 Ø x L bJ,min x hJ,min Rv,screws,k = Rlat,screws,k [mm] [mm] [kN] KKF AISI410 Ø5 x 50 KKF AISI410 Ø5 x 60 KKF AISI410 Ø5 x 70 KKF AISI410 Ø6 x 80 KKF AISI410 Ø6 x 100 KKF AISI410 Ø6 x120 KKF AISI410 Ø6 x 80 KKF AISI410 Ø6 x 100 KKF AISI410 Ø6 x 120 DISCFA255 DISCFA280 DISCFA2120 100 110 130 150 180 210 160 190 220 x x x x x x x x x 100 110 130 150 180 210 160 190 220 Rax,screws,k [kN] C24(1) C50(2) C24(1) C50(2) 6,20 7,24 8,27 12,41 14,89 18,61 24,82 29,78 37,23 7,32 8,53 9,75 14,63 17,56 21,95 29,26 35,12 43,89 10,98 12,81 14,64 21,96 26,35 32,94 41,82 50,18 62,73 12,95 15,10 17,26 25,89 31,07 38,84 49,30 59,16 73,95 主构件侧的抗剪强度 连接件 Rv,main,k (6)[kN] 无插槽 有槽 梁 DISCFA255 DISCFA280 DISCFA2120 柱 梁 柱 C24(1) C50(2) C24(1) C50(2) C24(1) C50(2) C24(1) C50(2) 11,1 15,0 25,7 11,5 15,2 26,6 13,5 20,2 32,5 14,7 22,2 35,6 21,3 32,9 58,5 24,0 37,2 67,0 27,7 45,2 78,5 32,3 53,0 92,1 连接件 Rlat,main,k (6) [kN] 有槽(5) 无插槽 梁 DISCFA255 DISCFA280 DISCFA2120 柱 梁 柱 C24(1) C50(2) C24(1) C50(2) C24(1) C50(2) C24(1) C50(2) 13,5 20,2 32,5 14,7 22,2 35,6 11,1 15,0 25,7 11,5 15,2 26,6 27,7 45,2 78,5 32,3 53,0 92,1 21,3 32,9 58,5 24,0 37,2 67,0 主构件侧的抗拉强度 连接件 Rax,main,k [kN] C24 DISCFA255 DISCFA280 DISCFA2120 (3) 6,8 12,5 17,6 C50(4) 8,5 15,6 22,0 连接刚度 可根据 ETA-19/0706 通过以下式子计算滑移模量： Kax,ser = 150 kN/mm Kv,ser = Klat,ser = ρm1,5 d kN/mm 23 对于木-木节点中受剪切应力作用的连接件 d2 kN/mm 对于钢-木节点中受剪切应力作用的连接件 Kv,ser = Klat,ser = 70 其中： • d 是螺栓直径，单位与 mm； • ρm 是主构件的平均密度，单位 kg/m3。 隐藏式梁节点 | DISC FLAT A2 | 121
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