全国地方管桩生产标准中华人民共和国管桩生产标准（GB13476－1999/03SG409）管桩分类外径壁厚(mm)混凝土强度等级管桩长度(m)管桩型号配筋抗裂弯矩检验值Mcr(kN.m)极限弯矩检验值Mu(kN.m)桩身结构竖向承载力设计值Rp(kN)理论重量(kg/m)预应力高强混凝土管桩PHCΦ30070C80≤11A6ΦD7.123341250131AB6ΦD9.02845B8ΦD9.03359C8ΦD10.73876Φ40095C80≤12A10ΦD7.152772250249AB10ΦD9.063104B12ΦD9.075135C12ΦD10.787174Φ500100C80≤15A10ΦD9.0991483150327AB10ΦD10.7121200B13ΦD10.7144258C13ΦD12.6166332Φ500125C80≤15A10ΦD9.0991483700368AB10ΦD10.7121200B13ΦD10.7144258C13ΦD12.6166332Φ600110C80≤15A13ΦD9.01642464250440AB13ΦD10.7201332B17ΦD10.7239430C17ΦD12.6276552Φ600130C80≤15A13ΦD9.01642464800499AB13ΦD10.7201332B17ΦD10.7239430C17ΦD12.6276552预应力混凝土管桩PCΦ30070C60≤11A6ΦD7.12334950131AB6ΦD9.02845B8ΦD9.03359C8ΦD10.73876Φ40095C60≤12A10ΦD7.152771750249AB10ΦD9.063104B13ΦD9.075135C13ΦD10.787174Φ500100C60≤15A10ΦD9.0991482400327AB10ΦD10.7121200B14ΦD10.7144258C14ΦD12.6166332Φ600110C60≤15A13ΦD9.01642463250440AB13ΦD10.7201332B18ΦD10.7239430C18ΦD12.6276552预应力混凝土薄壁管桩PTCΦ30060C60≤9A6ΦD7.11926870117Φ40060C60≤11A7ΦD7.139551230166Φ50070C60≤12A10ΦD7.171991820245Φ60080C60≤13A9ΦD9.01191672500340广东标准PHC管桩规格尺寸及性能指标外径(mm)类型壁厚mm截面积极性劲应力主筋螺旋筋主筋保护层厚(mm)每米桩重(KG\m)砼有效压应力(Mpa)抗裂弯矩(KN.m)限弯矩(KN.m)桩身竖向承载力设计值(KN)单节长度(m)直径mm数量(根）面积(mm)Dpmm直径(mm)间距(mm)长度(mm)间距(mm)300A705067.17.0280243.550120100301304.623341149.10.11.12000300AB705069.06.03842403.5501200100301306.3284511209.10.11.12400A959109.07.04483304.0501500100352354.1527720709.10.11.12.13400AB959109.08.05123304.0501500100352355.36310420409.10.11.12.13500A10012579.010.06404305.0501500100353274.39914828509.10.11.12.13500AB10012579.012.07684305.0501500100353275.112120028209.10.11.12.13500A12514739.010.06404305.0501500100353833.79914833709.10.11.12.13500A121479.012.768435.050150100353834.41212003349.10.11.12B530000.13600A10516339.012.07685105.0501500100454254.0164246372010.11.12.13600AB105163310.712.010805105.0501500100454255.5201332365010.11.12.13600A13012909.013.08325105.0501500100454803.2164246442010.11.12.13600AB130129010.713.011705105.0501500100454804.4201332435010.11.12.13上海标准PHC管桩规格和技术性能表外径型壁厚主筋混凝土有抗裂弯矩极限弯矩理论重主筋截单桩结单节长D0(mm)号t(mm)效预压应力（Mpa）（KN.m）（KN.m）量(t/m)面含钢率（％）构强度竖向承载力设计值(KN）度（m）直径(mm)数量(根)Dp(mm)300A607.162404.0323340.1180.539407-12AB609.062406.1628450.1180.859007-12400A807.193303.4452770.2090.4516907-13AB809.093305.30631040.2090.7216407-13B8010.793307.15751350.2091.0115807-13500A1009.0104163.88991480.3270.5126207-15AB10010.7104165.301212000.3270.7225607-15B10010.7154167.561442500.3271.0724607-15550A1059.0124863.981251880.3810.5230607-15AB10510.7124865.431542540.3810.7429807-15600A1009.0125103.741642460.4080.4932807-15AB11010.7125104.772013320.4400.6434807-15B11010.7185106.842394300.4400.9633607-15800A11109.0206904.083675500.6200.54496010-1516-30A211010.7156904.283675500.6200.57494010-1516-30AB11010.7206905.564517430.6200.75484010-1516-30B11010.7306907.915359620.6201.13465010-1516-30C11012.63069010.3461912380.6201.57445010-1516-301000A1309.0328804.3668910300.9240.5873609-1516-30AB13012.6328805.9284513940.9240.8171709-1516-30B13012.6328807.8710031...
