Rothoblaas - 木结构连接器 Page 113
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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] LBS Ø5 x 50 LBS Ø5 x 60 LBS Ø5 x 70 LBS Ø7 x 60 LBS Ø7 x 80 LBS Ø7 x 100 LBS Ø7 x 80 LBS Ø7 x 100 DISCF55 DISCF80 DISCF120 100 110 130 120 150 180 160 190 x x x x x x x x Rax,screws,k [kN] GL24h(1) LVL(2) GL24h(1) LVL(2) 9,60 11,83 14,06 14,69 20,94 27,19 41,88 54,38 8,03 9,89 11,76 12,28 17,51 22,73 48,15 62,52 17,01 20,96 24,91 26,10 37,16 48,22 70,66 91,72 11,64 14,34 17,04 17,91 25,47 33,03 81,24 105,46 100 110 130 120 150 180 160 190 主构件侧的抗剪强度 连接件 (8) Rv,main,k [kN] 无插槽 梁 DISCF55 DISCF80 DISCF120 有槽 柱 墙体 梁 柱 GL24h(1) LVL(2) GL24h(1) LVL(2) CLT(3) GL24h(1) LVL(2) GL24h(1) LVL(2) 13,9 21,2 34,1 14,3 21,7 35,0 19,9 31,0 48,1 23,0 37,5 54,4 19,0 25,7 32,8 25,1 40,8 71,1 28,3 46,2 80,0 35,6 58,6 98,7 42,5 71,9 117,5 连接件 Rlat,main,k (8) [kN] 有槽(7) 无插槽 梁 GL24h DISCF55 DISCF80 DISCF120 (1) 19,9 31,0 48,1 柱 (2) (1) LVL GL24h 23,0 37,5 54,4 13,9 21,2 34,1 墙体 LVL (2) 14,3 21,7 35,0 (3) CLT 17,5 23,8 30,7 梁 (1) 柱 (2) (1) GL24h LVL GL24h LVL(2) 35,6 58,6 98,7 42,5 71,9 117,5 25,1 40,8 71,1 28,3 46,2 80,0 主构件侧的抗拉强度 连接件 Rax,main,k [kN] (4) GL24h DISCF55 DISCF80 DISCF120 18,7 25,3 34,8 LVL(5) CLT(6) 22,4 30,4 41,8 17,9 24,3 33,5 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 | 113
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