钢板桩规格大全.doc

Z形钢板桩Z形钢板桩最本质的力学特性在于：腹板的连续性和锁口对称分布在中和轴两侧特定的位置，这两方面都对钢板桩的截面抵抗矩有着积极的影响。AZ系列钢板桩，通过不同寻常力学特性的断面和高品质的拉森锁口的组合，具有以下优点： 极具竞争性的性价比； 更大的惯性矩、结构变形量的减少和高强钢的选用，是一种最经济的结构方案； 大宽度的断面大大提高了沉桩的功效； 在腐蚀严重部位进行了加厚处理，使之具有优异的耐腐蚀性能。型号宽度高度厚度截面积用钢量惯性矩弹性截面抵抗矩可承受极限弯矩 *bh翼缘t腹板sA每根每米每单位面积IWxMmaxmmmmmmmmcm2/mkg/mkg/m2cm4/mcm3/mkN.m/mAZ126703028.58.512666.199181401200516AZ136703039.59.513772.0107197001300559AZ1467030410.510.514978.3117213001400602AZ176303798.58.513868.4109315801665716AZ186303809.59.515074.4118342001800774AZ1963038110.510.516481.0129369801940834AZ2563042612.011.218591.51455225024551055AZ2663042713.012.219897.81555551026001118AZ2863042814.013.2211104.41665894027551184AZ4658048118.014.0291132.622911045045951976AZ4858048219.015.0307139.624111567048002064AZ5058048320.016.0322146.725312106050152156AZ13 10/1067030410.010.014375.2112204801350580AZ18 10/1063038110.010.015777.8123355401870804AZ12-7707703448.58.512072.694214301245535AZ13-7707703449.09.012676.199223601300559AZ14-7707703459.59.513279.5103233001355583AZ14-770 10/1077034510.010.013782.9108242401405604AZ17-7007004198.58.513373.1104362301730744AZ18-7007004209.09.013976.5109378001800774AZ19-7007004209.59.514680.0114393801870804AZ20-70070042110.010.015283.5119409601945836AZ24-70070045911.211.2174.195.7136.75582024301045AZ26-70070046012.212.2187.2102.9146.95972026001118AZ28-70070046113.213.2200.2111.0157.26362027601187AZ37-70070049917.012.2226124.2177.49240037051593AZ39-70070050018.013.2240131.9188.49750039001677AZ41-70070050119.014.2254139.5199.410261040951761*- 本表中的“可承受极限弯矩”值均按照S430GP强度等级考虑；上述这套完整的表格是按照EN 1993-5 标准制定；设计师如需更为详尽的数据，可与我们的设计部门联系。U形钢板桩自从上个世纪初以来，数以百万吨记卢森堡阿赛洛U形钢板桩已经在全世界各种结构中广泛应用。U形钢板桩的优点如下： 在丰富的、具备各种各样的几何力学特性的钢板桩系列之中，非常方便选取最佳性价比的断面； 宽进深、厚翼缘的特点，决定了组合后的墙体具有极佳的静力力学特性； 结构形式对称，非常方便重复利用； 可以在工厂预先装配成“组桩”，大大提高沉桩功效； 非常方便拉杆及其配件的安装，甚至在水下也不例外； 最厚的部分位于墙体的最外侧，使之具有良好的耐腐蚀性能。型号宽度高度厚度截面积用钢量惯性矩弹性截面抵抗矩可承受极限弯矩 *bh翼缘t腹板sA每根每米每单位面积IWxMmaxmmmmmmmmcm2/mkg/mkg/m2cm4/mcm3/mkN.m/mAU1475040810.08.313277.9104286801405604AU1675041111.59.314786.3115328501600688AU1775041212.09.715189.0119342701665716AU1875044110.59.115088.5118393001780765AU2075044412.010.016596.9129444402000860AU2175044512.510.316999.7133461802075892AU2375044713.09.5173102.1136507002270976AU2575045014.510.2188110.41475624025001075AU2675045115.010.5192113.21515814025801109PU126003609.89.014066.1110216001200516PU12 10/1060036010.010.014869.9116225801255540PU18-1.060043010.28.415472.6121359501670718PU1860043011.29.016376.9128386501800774PU22-1.060045011.19.017481.9137463802060886PU2260045012.19.518386.1144494602200946PU28-1.060045214.29.720797.41626058026801152PU2860045415.210.1216101.81706446028401221PU3260045219.511.0242114.11907232032001376*- 本表中的“可承受极限弯矩”值均按照S430GP强度等级考虑；上述这套完整的表格是按照EN 1993-5 标准制定；设计师如需更为详尽的数据，可与我们的设计部门联系。所有PU系列断面均可按照0.5mm或1.0mm的幅度增减其壁厚。型号宽度高度厚度截面积用钢量惯性矩弹性截面抵抗矩可承受极限弯矩 *bh翼缘t腹板sA每根每米每单位面积IWxMmaxmmmmmmmmcm2/mkg/mkg/m2cm4/mcm3/mkN.m/mPU 6R6002806.06.089.542.270.38940640275PU 7R6002806.56.394.144.373.99580685295PU 8R6002807.56.9103.348.781.110830775333PU 9R6003607.06.4105.049.582.516930940404PU 10R6003608.07.0114.253.889.7189601055454PU 11R6003609.07.6123.458.196.9209601165501PU 13R67540010.07.4123.865.697.2256901285553PU 14R67540011.08.0133.170.5104.5280001400602PU 15R67540012.08.6142.375.4111.7302901515651*- 本表中的“可承受极限弯矩”值均按照S430GP强度等级考虑；上述这套完整的表格是按照EN 1993-5 标准制定；设计师如需更为详尽的数据，可与我们的设计部门联系。型号宽度高度厚度截面积用钢量惯性矩弹性截面抵抗矩可承受极限弯矩 *bh翼缘t腹板sA每根每米每单位面积IWxMmaxmmmmmmmmcm2/mkg/mkg/m2cm4/mcm3/mkN.m/mGU 7-6006003097.56.499.747.078.311350735261GU 8-6006003098.57.1110.051.886.412690820291GU 9-6006003099.57.9121.057.095.014060910323GU 12-5005003409.08.5144.256.6113.2196401155410GU 13-50050034010.09.0155.060.8121.7213901260447GU 15-50050034012.010.0176.569.3138.6248101460518GU 16-40040029012.79.419762.0154.9225801560554GU 18-40040029215.09.7220.869.3173.3260901785634*- 本表中的“可承受极限弯矩”值均按照S355GP强度等级考虑；上述这套完整的表格是按照EN 1993-5 标准制定；设计师如需更为详尽的数据，可与我们的设计部门联系。AU/PU/PU-R/GU系列BOX钢板桩型号宽度高度钢材截面积总截面积用钢量惯性矩弹性截面抵抗矩可承受极限弯矩 *bhAA0每根每米Iy-yWxMmaxmmmmcm2cm2kg/mcm4cm3kN.m/根CAU 14-275045119825981565440024151038CAU 16-275045422026201736224027451180CAU 17-275045522726261786484028551228CAU 18-275048622528881777377030351305CAU 20-275048924729101948337034051464CAU 21-275049025429161998654035301518CAU 23-275049226030132049454038451653CAU 25-2750495281303422110481042351821CAU 26-2750496288304122610826043651876CU 12-26004031681850132340001685724CU12-10/10-26004031771850139355801765758CU 18-260047319621841545802024551055CU 22-260049421923471727374029851283CU 32-2600499291246122810880043601874CAU 6R-260031810815558414360905389CAU 7R-260031811315558915380970417CAU 8R-26003181240155597173801095471CAU 9R-2600399126189399258501295557CAU 10R-26003991371893108289301450624CAU 11R-26003991481893116319701600688CAU 13R-26754411672275131435801975849CAU 14R-26754411802275141475102155927CAU 15R-267544119222751515140023301002*- 本表中的“可承受极限弯矩”值均按照S430GP强度等级考虑；设计师如需更为详尽的数据，可与我们的设计部门联系。型号宽度高度钢材截面积总截面积用钢量惯性矩弹性截面抵抗矩可承受极限弯矩 *bhAA0每根每米Iy-yWxMmaxmmmmcm2cm2kg/mcm4cm3kN.m/根CGU 7-600600350120161394183201045371CGU 8-6006003521321625104207601180419CGU 9-6006003541451638114233301320469CGU 12-5005003811441514113258001355481CGU 13-5005003831551525122284201485527CGU 15-5005003871771546139337501740618CGU 16-4004003361581170124252701505534CGU 18-4004003401771187139295201735616*- 本表中的“可承受极限弯矩”值均按照S355GP强度等级考虑；设计师如需更为详尽的数据，可与我们的设计部门联系。AZ系列BOX钢板桩型号宽度高度钢材截面积总截面积用钢量惯性矩弹性截面抵抗矩可承受极限弯矩 *bhAA0每根每米Iy-yWxMmaxmmmmcm2cm2kg/mcm4cm3kN.m/根CAZ 121340604293416623012561041351778CAZ 131340606320419125113685044901930CAZ 141340608348421727314877048652092CAZ 171260758305490023920504053852315CAZ 181260760333492526122293058402511CAZ 191260762362495128424221063302722CAZ 251260852411554032334300080203448CAZ 261260854440556634636682085553678CAZ 281260856471559237039217091253923CAZ 4611609625955831467645940133805753CAZ 4811609646285858493681190140806054CAZ 5011609666615884519716620147806355CAZ 12-7701540687328543125717506032951417CAZ 13-7701540688344544627018344034451481CAZ 14-7701540689360546128319184036001548CAZ 14-770-10/101540690376547629520028037501613CAZ 17-7001400839330601525926528063002709CAZ 18-700140084034760292722778406590283.4CAZ 20-7001400842379605829730309071703083CAZ 24-7001400918436661634241296089653855CAZ 26-7001400920469664536844430096254139CAZ 28-70014009225036674395475810102854423CAZ 37-70014009985567223437652440130305603CAZ 37-700140010005927253465692730138055936CAZ 41-700140010026287283493733230145856272*- 本表中的“可承受极限弯矩”值均按照S430GP强度等级考虑；设计师如需更为详尽的数据，可与我们的设计部门联系。AZ系列BOX和AZ钢板桩组合墙型号系统宽度用钢量惯性矩弹性截面抵抗矩可承受极限弯矩 *b辅桩长度100%辅桩长度60%Iy-yWxMmaxmmkg/m2kg/m2cm4cm3kN.m/根CAZ 13/AZ132680147126609102000860CAZ 18/AZ1326001561349590025101079CAZ 18/AZ18252016313910556027651189CAZ 26/AZ13260018816615124035301518CAZ 26/AZ18252019617316266037951632CAZ 48/AZ13250025523228304058502516CAZ 48/AZ18242026524129929061902662CAZ 13-770-AZ13-7703080137117707402045879CAZ 13-770-AZ18-700294014412410622025301088CAZ 18-700-AZ18-700280015213011813028001204CAZ 26-700-AZ13-770294017715616284035301518CAZ 26-700-AZ18-700280018616417758038451653CAZ 39-700-AZ13-770294021018924734049302120CAZ 39-700-AZ18-700280022119926630053052281*- 本表中的“可承受极限弯矩”值均按照S430GP强度等级考虑；设计师如需更为详尽的数据，可与我们的设计部门联系。AU/PU/PU-R/GU系列BOX和AU/PU/PU-R/GU钢板桩组合墙AU/PU BOX和AU/PU组合墙型号1/11/21/31/4用钢量惯性矩弹性截面抵抗矩用钢量惯性矩弹性截面抵抗矩用钢量惯性矩弹性截面抵抗矩用钢量惯性矩弹性截面抵抗矩MassIy-yWxMassIy-yWxMassIy-yWxMassIy-yWxkg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3AU14208725303220156406601805139433001920130379801550AU16230829903660173462302035153495602185144434401755AU17238864503805178480702115158516602275148452701820AU18236983604045177550202260157589902425148517601950AU20258111604545194618302525172666802725162584602180AU212661153904705199640802615177692502825166607002255AU232721260505125204695802830181758203080170664102435AU252941397505645221768003105196840803395184735902675AU263021443505820226792303195201868803505189760202755PU12220566702810165320801590147332901650138291901370PU12 10/10232593002945174334801660155348201730145305201430PU18256967004090192543702300171580002450160509401980PU222871229004975215687302785192739402995180649202395PU283391600006415255883903545226963103860212843703050PU3238118133072702859979040002541086604355238950703445PU-R BOX和PU-R组合墙型号1/11/21/31/4用钢量惯性矩弹性截面抵抗矩用钢量惯性矩弹性截面抵抗矩用钢量惯性矩弹性截面抵抗矩用钢量惯性矩弹性截面抵抗矩MassIy-yWxMassIy-yWxMassIy-yWxMassIy-yWxkg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3PU 6R1412394015051051355085594139408808812210730PU 7R1482563016151111445091099149309409213060780PU 8R16228970182512216210102010816880106510114760875PU 9R165430802160124244601225110256501285103225501050PU 10R179482102415135271901365120287101440112251201170PU 11R194532802670145298801500129317301590121278301290PU 13R194645602930146362701645130386501755122339301415PU 14R209703903190157393601785139421301910131369601535PU 15R223761503455168424101925149455702065140399501655GU BOX和GU组合墙型号1/11/21/31/4用钢量惯性矩弹性截面抵抗矩用钢量惯性矩弹性截面抵抗矩用钢量惯性矩弹性截面抵抗矩用钢量惯性矩弹性截面抵抗矩MassIy-yWxMassIy-yWxMassIy-yWxMassIy-yWxkg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3GU 7-600157305401745117173009901041775010159815540850GU 8-60017334600196513019520111011519990113510817480955GU 9-600190388802195142218501235127223401260119195001060GU 12-500227515902705170293901540151302901590142265901325GU 13-500243568302965183322901685162332001730152291101445GU 15-500277674903485208381601970185390402015173341501695GU 16-400310631803760232352702100207361102150194314601805GU 18-400347738004340260410102410231419902470217365302075U型锯齿形结合墙型号宽度高度用钢量惯性矩弹性截面抵抗矩可承受极限弯矩 *bhMass不使用Omega18使用Omega18 不使用Omega18使用Omega18不使用Omega18使用Omega18mmmmkg/m2cm4cm4cm3cm3kN.m/根kN.m/根AU14113511151532758303343505075599521822578AU16113511151683070003655205650655524302819AU17113511151733174003759205840674025112898AU18113511361723293203878405795682524922935AU20113511391873625104210306365739527373180AU21113511391923733104318206555758028193259AU23113511711963906504491606675767528703300AU25113511732114245104830207240823531133541AU26113511742154358204943407425842531933623PU12923903163189002299004275509018382189PU12 10/109239031701988502452504495543019332335PU189239551862443402907505120609022022619PU229239932062858803322905760669024772877PU2892310282403497103961106805771029263315PU3292310112673893004324007705856033133681*- 本表中的“可承受极限弯矩”值均按照S430GP强度等级考虑；设计师如需更为详尽的数据，可与我们的设计部门联系。型号宽度高度用钢量惯性矩弹性截面抵抗矩可承受极限弯矩 *bhMass不使用Omega18使用Omega18 不使用Omega18使用Omega18不使用Omega18使用Omega18mmmmk