大六角头高强螺栓施工扭矩计算一计算公式T=1
05×K×P×dT:施工扭矩(N*m)K:螺栓扭矩系数P:施工预拉力(kn),d:螺栓直径(m(1
05为考虑的误差系数,规范GB/T1228-1231-91上面没有考虑这个系数)表1:高强螺栓施工预拉力(KN)螺栓性能等级螺栓公称直径(mm)M12M16M20M(22)M24M27M308
8级457512015017022527510
9级60110170210250320390二高强螺栓施工扭矩值参考表序号螺栓规格等级施工预拉力KN扭矩系数范围初拧扭矩N*M终拧扭矩N*M备注1168
157813218010
9110114193
62642208
1515626436010
91702213745103228
1521536349510
9210300508
26934248
15265448
861210
92503906609005278
15395668
9320562950
412966308
15536907
939076112871755规范GB/T1228-1231-91