PRC管桩力学性能

PRC管桩力学性能管桩桩身配筋及相关参数表(丨型)规格(代号-外径-壁厚)型号单节长度L5~(m)预应力钢棒数量与直径(mm)非预应力钢筋数量与直径(mm)螺旋筋直径(mm)混凝土有效预压应力°pc(MPa)纵向主筋分布圆周直径Dp(mm)换算截面抵抗矩w0(mm3x106)桩身受弯承载力设计值[M](kN・m)桩身斜受剪承载力设计值[V](kN)桩身轴心受拉承载力设计值[N](kN)桩身轴心受压承载力设计值(未考虑压屈影响)[R](kN)按 标准 excel标准偏差excel标准偏差函数exl标准差函数国标检验抽样标准表免费下载红头文件格式标准下载 组合计算的抗裂弯矩(kN・m)按标准组合计算的抗裂拉力Nk<(kN)理论重量(kg/m)PRC口500(100)AB1511申D10.711C1256.6440611.0292582628423158142863327B1614申D10.714C128.2211.12431327910711611076C1711㈣12.611C128.8311.16530928511691681161D1814㈣12.614C1210.7911.29636830314881921436PRC口500(125)AB1412申d10.712C1256.2340611.8842712969183701148946383B1514申d10.714C127.1511.94830930810711601091C1612申d12.612C128.3012.03232832312751751276规格(代号-外径-壁厚)型号单节长度L5~(m)预应力钢棒数量与直径(mm)非预应力钢筋数量与直径(mm)螺旋筋直径(mm)混凝土有效预压应力°pc(MPa)纵向主筋分布圆周直径Dp(mm)换算截面抵抗矩w0(mm3x106)桩身受弯承载力设计值[M](kN・m)桩身斜受剪承载力设计值[V](kN)桩身轴心受拉承载力设计值[N](kN)桩身轴心受压承载力设计值(未考虑压屈影响)[R](kN)按标准组合计算的抗裂弯矩(kN・m)按标准组合计算的抗裂拉力Nk<(kN)理论重量(kg/m)D1614申d12.614C129.4612.12036933714881901464PRC口600(110)AB1714申D10.714C1256.3150618.367407336107142552301103440B1716申d10.716C127.1118.44945534812242461248C1814申D12.614C128.4118.59049136614882721486D1916申d12.616C129.4218.70454337917002921675PRC口600(130)AB1616申d10.716C1256.3650619.674451375122448242471260499B1718申d10.718C127.0619.75649838713772621405C1816申d12.616C128.4719.92954441017002931697D1818申d12.618C129.3620.04259642319133121886PRC口700(110)AB1918申d10.718C1266.7059027.088618448137751243501411530规格(代号-外径-壁厚)型号单节长度L5~(m)预应力钢棒数量与直径(mm)非预应力钢筋数量与直径(mm)螺旋筋直径(mm)混凝土有效预压应力°pc(MPa)纵向主筋分布圆周直径Dp(mm)换算截面抵抗矩w0(mm3x106)桩身受弯承载力设计值[M](kN・m)桩身斜受剪承载力设计值[V](kN)桩身轴心受拉承载力设计值[N](kN)桩身轴心受压承载力设计值(未考虑压屈影响)[R](kN)按标准组合计算的抗裂弯矩(kN・m)按标准组合计算的抗裂拉力Nk<(kN)理论重量(kg/m)B2022申d10.722C127.9927.27872647016833881697C2120申d12.620C129.7227.55480149721254392084D2222申d12.622C1210.5127.68685750923384632267PRC口700(130)AB1818申d10.718C1265.9459029.276616480137758503561425605B1922申d10.722C127.1129.46772850416833931716C2020申d12.620C128.6929.74280953421254432115D2022申d12.622C129.4229.87587054723384672303PRC口800(110)B2124申d10.724C1267.5269037.748940535183659925191862620C2324申d12.624C129.9338.281111657925506182494PRC口800(130)B2024申d10.724C1266.6669041.201945573183668765311883711规格(代号-外径-壁厚)型号单节长度L5~(m)预应力钢棒数量与直径(mm)非预应力钢筋数量与直径(mm)螺旋筋直径(mm)混凝土有效预压应力°pc(MPa)纵向主筋分布圆周直径Dp(mm)换算截面抵抗矩w0(mm3x106)桩身受弯承载力设计值[M](kN・m)桩身斜受剪承载力设计值[V](kN)桩身轴心受拉承载力设计值[N](kN)桩身轴心受压承载力设计值(未考虑压屈影响)[R](kN)按标准组合计算的抗裂弯矩(kN・m)按标准组合计算的抗裂拉力Nk<(kN)理论重量(kg/m)C2224申d12.624C128.8441.733113462225506292532PRC口1000(130)AB2226申d10.726C12665.6588070.6671360700198989298392065924B2426申d12.626C127.5671.418165175827639842792C2636申d12.636C129.9872.4501880825382511743738注：表中PRC管桩(I型)的混凝土强度等级为C80。PRC管桩桩身配筋及相关参数表(II型)规格(代号-外径-壁厚)型号单节长度L5~(m)预应力钢棒数量与直径(mm)非预应力钢筋数量与直径(mm)螺旋筋直径(mm)混凝土有效预压应力°pc(MPa)预应力钢棒分布圆周直径Dp(mm)换算截面抵抗矩w0(mm3x106)桩身受弯承载力设计值[M](kN・m)桩身斜受剪承载力设计值[V](kN)桩身轴心受拉承载力设计值[N](kN)桩身轴心受压承载力设计值(未考虑压屈影响)[R](kN)按标准组合计算的抗裂弯矩(kN・m)按标准组合计算的抗裂拉力Nk<(kN)理论重量(kg/m)PRC口500(100)AB1511申D10.76C1256.6240611.0292252628423158142860327B1614申D10.77C128.1711.12427027810711601071C1711㈣12.67C148.8211.16530028511691681160D1814申D12.67C1410.7511.29634430314881921432PRC口500(125)AB1412申D10.76C1256.2140611.8842322969183701148942372B1514申D10.77C127.1211.94826530810711591086C1612申d12.66C148.2812.03230532312751741272D1614申d12.67C149.4412.12034333614881901460PRC口600(110)AB1714申D10.77C1256.2950618.367350336107142552301098440规格(代号-外径-壁厚)型号单节长度L5~(m)预应力钢棒数量与直径(mm)非预应力钢筋数量与直径(mm)螺旋筋直径(mm)混凝土有效预压应力°pc(MPa)预应力钢棒分布圆周直径Dp(mm)换算截面抵抗矩w0(mm3x106)桩身受弯承载力设计值[M](kN・m)桩身斜受剪承载力设计值[V](kN)桩身轴心受拉承载力设计值[N](kN)桩身轴心受压承载力设计值(未考虑压屈影响)[R](kN)按标准组合计算的抗裂弯矩(kN・m)按标准组合计算的抗裂拉力Nk<(kN)理论重量(kg/m)B1716申d10.78C127.0818.44939234712242451242C1814申d12.67C148.3818.59045736514882711482D1916申d12.68C149.3918.70450637917002921670PRC口600(130)AB1616申d10.78C1256.3350619.674386375122448242471254499B1718申d10.78C127.0319.75641938613772621397C1816申d12.68C148.4419.92950640917002921693D1818申d12.69C149.3320.04255442319133121880PRC口700(110)AB1918申d10.79C1266.6759027.088533447137751243491405530B2022申d10.711C127.9527.27862846916833861688C2120申d12.610C149.6927.55474849721254382078规格(代号-外径-壁厚)型号单节长度L5~(m)预应力钢棒数量与直径(mm)非预应力钢筋数量与直径(mm)螺旋筋直径(mm)混凝土有效预压应力°pc(MPa)预应力钢棒分布圆周直径Dp(mm)换算截面抵抗矩w0(mm3x106)桩身受弯承载力设计值[M](kN・m)桩身斜受剪承载力设计值[V](kN)桩身轴心受拉承载力设计值[N](kN)桩身轴心受压承载力设计值(未考虑压屈影响)[R](kN)按标准组合计算的抗裂弯矩(kN・m)按标准组合计算的抗裂拉力Nk<(kN)理论重量(kg/m)D2222申d12.611C1410.4827.68680050823384622259PRC口700(130)AB1818申d10.79C1265.9259029.276528479137758503551419605B1922申d10.711C127.0829.46762750316833921708C2020申d12.610C148.6629.74275453321254432109D2022申d12.611C149.3929.87581154623384662296PRC口800(110)B2124申d10.712C1267.5069037.748859534183659925181856620C2324申d12.612C149.9038.281104257825506172486PRC口800(130)B2024申d10.712C1266.6369041.201812572183668765291874711C2224申d12.612C148.8241.733105762125506282526PRC口1000(130)AB2226申d10.713C1265.6388070.6671167699198989298382057924规格(代号-外径-壁厚)型号单节长度L5〜(m)预应力钢棒数量与直径(mm)非预应力钢筋数量与直径(mm)螺旋筋直径(mm)混凝土有效预压应力°pc(MPa)预应力钢棒分布圆周直径Dp(mm)换算截面抵抗矩w0(mm3x106)桩身受弯承载力设计值[M](kN・m)桩身斜受剪承载力设计值[V](kN)桩身轴心受拉承载力设计值[N](kN)桩身轴心受压承载力设计值(未考虑压屈影响)[R](kN)按标准组合计算的抗裂弯矩(kN・m)按标准组合计算的抗裂拉力Nk<(kN)理论重量(kg/m)B2426申d12.613C147.5471.418153775827639832785C2636申d12.618C149.9372.4501918825382511703720注：表中PRC管桩(II型)的混凝土强度等级为C80。