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1、全国地方管桩生产标准中华人民共和国管桩生产标准（GB134761999/03SG409）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PHC30070C8011A6D7.123341250131AB6D9.02845B8D9.03359C8D10.7387640095C8012A10D7.152772250249AB10D9.063104B12D9.075135C12D10.787174500100C8015A10D9.0991483150
2、327AB10D10.7121200B13D10.7144258C13D12.6166332500125C8015A10D9.0991483700368AB10D10.7121200B13D10.7144258C13D12.6166332600110C8015A13D9.01642464250440AB13D10.7201332B17D10.7239430C17D12.6276552600130C8015A13D9.01642464800499AB13D10.7201332B17D10.7239430C17D12.6276552预应力混凝土管桩PC30070C6011A6D7.12334950
3、131AB6D9.02845B8D9.03359C8D10.7387640095C6012A10D7.152771750249AB10D9.063104B13D9.075135C13D10.787174500100C6015A10D9.0991482400327AB10D10.7121200B14D10.7144258C14D12.6166332600110C6015A13D9.01642463250440AB13D10.7201332B18D10.7239430C18D12.6276552预应力混凝土薄壁管桩PTC30060C609A6D7.1192687011740060C6011A7D7
4、.13955123016650070C6012A10D7.17199182024560080C6013A9D9.01191672500340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(KGm)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)300A705067.17.02802403.5501200100301304.6233411409.10.11.12300AB705069.06
5、.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
6、.12.13500A12514739.010.06404305.0501500100353833.79914833709.10.11.12.13500AB12514739.012.07684305.0501500100353834.412120033409.10.11.12.13600A10516339.012.07685105.0501500100454254.0164246372010.11.12.13600AB105163310.712.010805105.0501500100454255.5201332365010.11.12.13600A13012909.013.08325105.0
7、501500100454803.2164246442010.11.12.13600AB130129010.713.011705105.0501500100454804.4201332435010.11.12.13上海标准PHC管桩规格和技术性能表外径D0(mm)型号壁厚t(mm)主筋混凝土有效预压应力（Mpa）抗裂弯矩（KN.m）极限弯矩（KN.m）理论重量(t/m)主筋截面含钢率（）单桩结构强度竖向承载力设计值(KN）单节长度（m）直径(mm)数量(根)Dp(mm)300A607.162404.0323340.1180.539407-12AB609.062406.1628450.1180.8
8、59007-12400A807.193303.4452770.2090.4516907-13AB809.093305.30631040.2090.7216407-13B8010.793307.15751350.2091.0115807-13500A1009.0104163.88991480.3270.5126207-15AB10010.7104165.301212000.3270.7225607-15B10010.7154167.561442500.3271.0724607-15550A1059.0124863.981251880.3810.5230607-15AB10510.7124865.
9、431542540.3810.7429807-15600A1009.0125103.741642460.4080.4932807-15AB11010.7125104.772013320.4400.6434807-15B11010.7185106.842394300.4400.9633607-15800A11109.0206904.083675500.6200.54496010-1516-30A211010.7156904.283675500.6200.57494010-1516-30AB11010.7206905.564517430.6200.75484010-1516-30B11010.73
10、06907.915359620.6201.13465010-1516-30C11012.63069010.3461912380.6201.57445010-1516-301000A1309.0328804.3668910300.9240.5873609-1516-30AB13012.6328805.9284513940.9240.8171709-1516-30B13012.6328807.87100318050.9241.1369309-1516-301200A15012.62010603.86117717661.2860.51103309-1516-30AB15012.63010605.58
11、141223301.2860.76100409-1516-30B15012.64210607.48166830021.2861.0697209-1516-30PC管桩规格和技术性能表外径D0(mm)型号壁厚t(mm)主筋混凝土有效预压应力（Mpa）抗裂弯矩（KN.m）极限弯矩（KN.m）理论重量(t/m)主筋截面含钢率（）单桩结构强度竖向承载力设计值（KN）单节长度（m）直径(mm)数量(根)Dp(mm)300A607.162404.0123340.1180.537107-12AB609.062406.1128450.1180.856707-12400A809.073384.1952770.2
12、090.5612607-13AB8010.773385.69631040.2090.7812107-13500A1009.0104163.86991480.3270.5119807-13AB10010.7104165.261212000.3270.7219207-15550A1059.0124863.961251880.3810.5223107-15AB10510.7124865.391542540.3810.7422407-15600A1009.0125103.721642460.4080.4924807-15AB10010.7125104.742013320.4400.6426207-15
13、8000AB12010.7206905.174517430.6670.7393010-15 16-30B12010.7306907.345359620.6671.05374010-15 16-30C12012.6306909.6061912380.6671.46354010-15 16-30PTC薄壁管桩规格和技术性能表外径D0(mm)壁厚t(mm)主筋混凝土有效预压应力（Mpa）抗裂弯矩（KN.m）极限弯矩（KN.m）理论重量(t/m)主筋截面含钢率（）单桩结构强度竖向承载力设计值（KN）单节长度（m）直径(mm)数量(根)Dp(mm)300657.173383.1537450.1780.4
14、11097713500707.1104303.2566830.2460.421510713550807.1124863.13871090.3070.411890713福建管桩生产标准规 格外径mm壁厚mm型号主 筋混凝土有效预应力Mpa抗裂弯矩kN.m极限弯矩kN.m主筋含钢率 %桩身强度设计值kN桩身允许顶压压桩力 kN桩身允许抱压压桩力 kN单位长度重量 kN/m直径mm数量(根）DpmmPHC300-7530075A7.162303.8123340.451190203018501.33AB9.062305.9528450.72116020001820PHC400-9540095A9.07
15、3204.1352770.492030349031702.28AB10.773205.70631040.69200034403130B10.7103207.95751350.99195033803070PHC500-100500100A9.094203.86991480.462820482043903.14AB10.7101205.891212000.72276047504310B10.7141208.051442581.00270046604240PHC500-125500125A9.0111204.02991480.483300565051303.68AB10.7121206.021212
16、000.73323055605050PHC550-100550100A9.0104703.811251880.453170543049403.53AB10.7114705.771542540.70311053504860B10.7154707.701823280.95304052604780PHC600-110600110A9.0125203.821642460.453800650059104.23AB10.7135205.702013320.69373064105820B10.7185207.712394300.96365063005730PHC600-130600130AB10.71552
17、05.792013320.704220726066004.80B10.7215207.922394300.98412071306480江苏标准预应力混凝土管桩PHC选用表管 桩 分 类型号壁厚t(mm)混凝土强度等级管桩长度(m)管桩型号预应力钢筋数量及 直径混凝土有效预压应力Opc (Mpa)抗裂弯矩值Mcr (KN-m)极限弯矩值Muk (KN-m)弯矩设计值M(KN-m)单桩桩身强度竖向承载力设计值RP(KN)理论重量(/m)备注预 应 力 高 强 混 凝 土 管 桩 (PHC)30070C8011A6D7.13.8020.835.926.61100126.58m钩吊AB6D9.05.9
18、326.455.841.310509m钩吊B6D10.78.1532.474.755.3100011m钩吊35080C8012A6D9.04.5035.667.149.71500169.79m钩吊AB6D10.76.234391.868145010m钩吊B7D10.77.1847104.877.6140011m钩吊40090C8013A7D9.04.1050.891.467.71950219.110m钩吊AB7D10.75.6760.3125.693190011m钩吊B9D10.77.1569.6156.5115.9185012m钩吊45090C8013A8D9.04.0166.8120.68
19、9.32300254.511m钩吊AB8D10.75.5880165.6122.7225012m钩吊B10D10.76.8691201.8149.5220012m钩吊500100C8015A10D9.04.0891.1166.6123.42850314.211m钩吊AB10D10.75.64109.1229.5170280012m钩吊B14D10.77.70133.4306.9227.3265012m钩吊500120C8015A11D9.03.9496175.4129.93250358.112m钩吊AB11D10.75.46114.6242.3179.53200B15D10.77.28137.
20、5317.4235.13050550100C8015A11D9.04.00113.5207.5153.73200353.412m钩吊AB11D10.75.53136285.3211.33150B15D10.77.37163.7272.3275.83000550120C8015A12D9.03.80120217.2160.93700405.312m钩吊AB12D10.75.28143.2299.3221.73600B16D10.76.90169.3286.5286.33500600110C8015A13D9.03.94145.3266.4197.33800423.312m钩吊AB13D10.75
21、.46174.4367.6272.3370014m钩吊B18D10.77.38212487.1360.8360015m钩吊600130C8015A14D9.03.75152.5276.9205.14300480.012m钩吊AB14D10.75.20182.3383.4284420013m钩吊B18D10.76.57210478.6354.5410014m钩吊800120C8015A15D10.74.23313.2598.9443.65800640.015m钩吊AB15D12.65.75375.8807.4598.15700B20D2.67.50449.41035766.75450预应力混凝土
22、管桩PC选用表管 桩 分 类型号壁厚t(mm)混凝土强度等级管桩长度(m)管桩型号预应力钢筋数量及 直径混凝土有效预压应力Opc (Mpa)抗裂弯矩值Mcr (KN-m)极限弯矩值Muk (KN-m)弯矩设计值M(KN-m)单桩桩身强度竖向承载力设计值RP(KN)理论重量(/m)备注预 应 力 高 强 混 凝 土 管 桩 (PC)30070C7011A6D7.13.7920.435.926.61100126.58m钩吊AB6D9.05.9326.054.940.79509m钩吊B6D10.78.1432.073.054.190011m钩吊30070C6011A6D7.13.7920.035.4
23、26.2850126.58m钩吊AB6D9.05.9225.554.040.08009m钩吊B6D10.78.1331.570.552.270011m钩吊35080C7012A6D9.04.5035.066.649.31300169.79m钩吊AB6D10.76.2242.290.667.1125010m钩吊B7D10.77.1746.2102.976.2120011m钩吊35080C6012A6D9.04.5034.265.948.81100169.79m钩吊AB6D10.76.2141.488.665.6105010m钩吊B7D10.77.2045.6100.074.1100011m钩吊4
24、0090C7013A7D9.04.0949.590.366.91700219.110m钩吊AB7D10.75.6659.3123.591.5165011m钩吊B9D10.77.1468.6152.7113.1160012m钩吊40090C6013A7D9.04.0848.389.166.01450219.110m钩吊AB7D10.75.6558.1121.590.0140011m钩吊B9D10.77.1367.4148.6110.1130012m钩吊45090C7013A8D9.04.0265.6120.088.92000254.511m钩吊AB8D10.75.5777.1164.0121.5
25、195012m钩吊B10D10.76.8689.7198.2146.8170012m钩吊45090C6013A8D9.04.0264.0118.587.81700254.511m钩吊AB8D10.75.5777.1161.5119.6165012m钩吊B10D10.76.8588.1193.2143.1155012m钩吊500100C7015A10D9.04.0789.2165.6122.72450314.211m钩吊AB10D10.75.64107.4227.1168.2240012m钩吊B14D10.77.70131.7300.5222.6225012m钩吊500120C6015A11D9
26、.04.0787.2164.6121.92100314.211m钩吊AB11D10.75.63105.3223.4165.5200012m钩吊B15D10.77.68129.6291.3215.8185012m钩吊550100C7015A11D9.04.00111.2205.2152.02750353.412m钩吊AB11D10.75.52133.8281.3208.42700B15D10.77.36161.5366.0271.12600550100C6015A11D9.04.00108.6204.1151.22350353.412m钩吊AB11D10.75.52131.3277.3205.4
27、2250B15D10.77.37159.2355.3263.22100600110C7015A13D9.03.93142.3265.5196.73300423.312m钩吊AB13D10.75.45171.5362.9268.8325014m钩吊B18D10.77.37209.2444.1353.4310015m钩吊600110C6015A13D9.03.93139.1262.8194.22800423.312m钩吊AB13D10.75.45168.3356.7264.2270014m钩吊B18D10.77.36206.0464.3343.9255014m钩吊预应力混凝土管桩PTC选用表管 桩
28、 分 类型号壁厚t(mm)混凝土强度等级管桩长度(m)管桩型号预应力钢筋数量及 直径混凝土有效预压应力Opc (Mpa)抗裂弯矩值Mcr (KN-m)极限弯矩值Muk (KN-m)弯矩设计值M(KN-m)单桩桩身强度竖向承载力设计值RP(KN)理论重量(/m)备注预 应 力 高 强 混 凝 土 管 桩 (PTC)35060C6011A6D7.13.5226.645.033.3850136.79m钩吊35060C7011A6D7.13.5227.345.233.51000136.79m钩吊35060C6011A6H7.03.5527.345.233.5850136.79m钩吊35060C7011
29、A6H7.03.5528.145.633.81000136.79m钩吊40060C6012A7D7.13.5036.961.345.41000160.210m钩吊40060C7012A7D7.13.5037.862.045.91150160.210m钩吊40060C6012A7H7.03.5337.061.745.71000160.210m钩吊40060C7012A7H7.03.5338.062.546.31150160.210m钩吊40070C6012A8D7.13.5340.368.050.41100181.410m钩吊40070C7012A8D7.13.5441.368.951.0135
30、0181.410m钩吊40070C6012A8H7.03.5640.269.051.11100181.410m钩吊40070C7012A8H7.03.5741.369.451.41350181.410m钩吊45060C6012A8D7.13.4948.080.659.71150183.811m钩吊45060C7012A8D7.13.4949.381.060.01350183.811m钩吊45060C6012A8H7.03.5248.381.160.11150183.811m钩吊45060C7012A8H7.03.5249.581.760.51350183.811m钩吊45070C6012A9D
31、7.13.4652.488.365.41300209.011m钩吊45070C7012A9D7.13.4653.789.166.01550209.011m钩吊45070C6012A9H7.03.4852.589.566.31300209.011m钩吊45070C7012A9H7.03.4853.989.966.61550209.011m钩吊50070C6013A10D7.13.4065.9111.482.51450236.411m钩吊50070C7013A10D7.13.4067.7112.283.11750236.411m钩吊50070C6013A10H7.03.4266.3112.183.
32、01450236.411m钩吊50070C7013A10H7.03.4368.0113.183.81750236.411m钩吊50080C6013A7D9.03.4271.6112.590.71650264.011m钩吊50080C7013A7D9.03.4273.4123.591.51950264.011m钩吊50080C6013A7H9.03.5472.8127.094.11650264.011m钩吊50080C7013A7H9.03.5574.7127.194.61950264.011m钩吊55070C6013A8D9.03.8887.7158.1117.11650264.012m钩吊55070C7013A8D9.03.8989.9159.6
