PRC管桩力学性能管桩桩身配筋及相关参数表（Ⅰ型）单节预应力钢长度棒数量与L直径5~(m)(mm)非预应力钢筋数量与直径(mm)混凝土螺旋有效预筋直压应力径σpc(mm)(MPa)纵向主筋分布圆周直径Dp(mm)换算截面抵抗矩W0(mm3×106)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Mk≤(kN·m)按标准组合计算的抗裂拉力Nk≤(kN)理论重量(kg/m)规格（代号-外径-壁厚）型号ABBPRCⅠ500(100)CDABPRCⅠ500(125)BC1516171814151611φD10.714φD10.711φD12.614φD12.612φD10.714φD10.712φD12.611C1214C12511C1214C1212C1214C1212C1256.648.224068.8310.796.237.158.3040611.02911.12411.16511.29611.88411.94812.032258313309368271309328262279285303296308323842107131581169148891810711275370114216116819214816017586310763271161143694610911276383规格（代号-外径-壁厚）型号单节预应力钢长度棒数量与L直径5~(m)(mm)非预应力钢筋数量与直径(mm)混凝土螺旋有效预筋直压应力径σpc(mm)(MPa)纵向主筋分布圆周直径Dp(mm)换算截面抵抗矩W0(mm3×106)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Mk≤(kN·m)按标准组合计算的抗裂拉力Nk≤(kN)理论重量(kg/m)DABBPRCⅠ600(110)CDABBPRCⅠ600(130)CDPRCⅠ700(110)AB1617171819161718181914φD12.614φD10.716φD10.714φD12.616φD12.616φD10.718φD10.716φD12.618φD12.618φD10.714C1214C1216C12514C1216C1216C1218C12516C1218C1218C1269.466.317.115068.419.426.367.065068.479.366.7059012.12018.36718.44918.59018.70419.67419.75619.92920.04227.08836940745549154345149854459661833733634836637937538741042344814881071122442551488170012241377482417001913137751241902302462722922472622933123501464110312484401486167512601405499169718861411530规格（代号-外径-壁厚）型号单节预应力钢长度棒数量与L直径5~(m)(mm)非预应力钢筋数量与直径(mm)混凝土螺旋有效预筋直压应力径σpc(mm)(MPa)纵向主筋分布圆周直径Dp(mm)换算截面抵抗矩W0(mm3×106)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Mk≤(kN·m)按标准组合计算的抗裂拉力Nk≤(kN)理论重量(kg/m)BCDABBPRCⅠ700(130)CDBPRCⅠ800(110)CPRCⅠ800(130)B2021221819202021232022φD10.720φD12.622φD12.618φD10.722φD10.720φD12.622φD12.624φD10.724φD12.624φD10.722C1220C1222C1218C1222C12620C1222C1224C12624C1224C1267.999.7210.515.947.115908.699.427.526909.936.6669027.27827.55427.68629.27629.46729.74229.87537.74838.28141.201726801857616728809870940111694547049750948050453454753557957316832125233813771683585021252338183659922550183668763884394633563934434675196185311697208422671425171660521152303186262024941883711规格（代号-外径-壁厚）型号单节预应力钢长度棒数量与L直径5~(m)(mm)非预应力钢筋数量与直径(mm)混凝土螺旋有效预筋直压应力径σpc(mm)(MPa)纵向主筋分布圆周直径Dp(mm)换算截面抵抗矩W0(mm3×106)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Mk≤(kN·m)按标准组合计算的抗裂拉力Nk≤(kN)理论重量(kg/m)CABPRCⅠ1000(130)BC2222242624φD12.626φD10.726φD12.636φD12.624C1226C1226C1236C12668.845.657.569.9888041.73370.66771.41872.45011341360165118806227007588252550198927633825892962983998411742532206527923738924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...
