鋼板樁規(guī)格大全

1、z形鋼板樁z形鋼板樁最本質(zhì)的力學(xué)特性在于：腹板的連續(xù)性和鎖口對稱分布在中和軸兩側(cè)特定的位置，這兩方面都對鋼板樁的截面抵抗矩有著積極的影響。az系列鋼板樁，通過不同尋常力學(xué)特性的斷面和高品質(zhì)的拉森鎖口的組合，具有以下優(yōu)點： 極具競爭性的性價比； 更大的慣性矩、結(jié)構(gòu)變形量的減少和高強鋼的選用，是一種最經(jīng)濟的結(jié)構(gòu)方案； 大寬度的斷面大大提高了沉樁的功效； 在腐蝕嚴重部位進行了加厚處理，使之具有優(yōu)異的耐腐蝕性能。型號寬度高度厚度截面積用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *bh翼緣t腹板sa每根每米每單位面積iwxmmaxmmmmmmmmcm2/mkg/mkg/m2cm4/mcm3/mkn.m/m

2、az126703028.58.512666.199181401200516az136703039.59.513772.0107197001300559az1467030410.510.514978.3117213001400602az176303798.58.513868.4109315801665716az186303809.59.515074.4118342001800774az1963038110.510.516481.0129369801940834az2563042612.011.218591.51455225024551055az2663042713.012.219897.8155

3、5551026001118az2863042814.013.2211104.41665894027551184az4658048118.014.0291132.622911045045951976az4858048219.015.0307139.624111567048002064az5058048320.016.0322146.725312106050152156az13 10/1067030410.010.014375.2112204801350580az18 10/1063038110.010.015777.8123355401870804az12-7707703448.58.51207

4、2.694214301245535az13-7707703449.09.012676.199223601300559az14-7707703459.59.513279.5103233001355583az14-770 10/1077034510.010.013782.9108242401405604az17-7007004198.58.513373.1104362301730744az18-7007004209.09.013976.5109378001800774az19-7007004209.59.514680.0114393801870804az20-70070042110.010.015

5、283.5119409601945836az24-70070045911.211.2174.195.7136.75582024301045az26-70070046012.212.2187.2102.9146.95972026001118az28-70070046113.213.2200.2111.0157.26362027601187az37-70070049917.012.2226124.2177.49240037051593az39-70070050018.013.2240131.9188.49750039001677az41-70070050119.014.2254139.5199.4

6、10261040951761*- 本表中的“可承受極限彎矩”值均按照s430gp強度等級考慮；上述這套完整的表格是按照en 1993-5 標準制定；設(shè)計師如需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。u形鋼板樁自從上個世紀初以來，數(shù)以百萬噸記盧森堡阿賽洛u形鋼板樁已經(jīng)在全世界各種結(jié)構(gòu)中廣泛應(yīng)用。u形鋼板樁的優(yōu)點如下： 在豐富的、具備各種各樣的幾何力學(xué)特性的鋼板樁系列之中，非常方便選取最佳性價比的斷面； 寬進深、厚翼緣的特點，決定了組合后的墻體具有極佳的靜力力學(xué)特性； 結(jié)構(gòu)形式對稱，非常方便重復(fù)利用； 可以在工廠預(yù)先裝配成“組樁”，大大提高沉樁功效； 非常方便拉桿及其配件的安裝，甚至在水下也不例外

7、； 最厚的部分位于墻體的最外側(cè)，使之具有良好的耐腐蝕性能。型號寬度高度厚度截面積用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *bh翼緣t腹板sa每根每米每單位面積iwxmmaxmmmmmmmmcm2/mkg/mkg/m2cm4/mcm3/mkn.m/mau1475040810.08.313277.9104286801405604au1675041111.59.314786.3115328501600688au1775041212.09.715189.0119342701665716au1875044110.59.115088.5118393001780765au2075044412.010.01

8、6596.9129444402000860au2175044512.510.316999.7133461802075892au2375044713.09.5173102.1136507002270976au2575045014.510.2188110.41475624025001075au2675045115.010.5192113.21515814025801109pu126003609.89.014066.1110216001200516pu12 10/1060036010.010.014869.9116225801255540pu18-1.060043010.28.415472.6121

9、359501670718pu1860043011.29.016376.9128386501800774pu22-1.060045011.19.017481.9137463802060886pu2260045012.19.518386.1144494602200946pu28-1.060045214.29.720797.41626058026801152pu2860045415.210.1216101.81706446028401221pu3260045219.511.0242114.11907232032001376*- 本表中的“可承受極限彎矩”值均按照s430gp強度等級考慮；上述這套完整

10、的表格是按照en 1993-5 標準制定；設(shè)計師如需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。所有pu系列斷面均可按照0.5mm或1.0mm的幅度增減其壁厚。型號寬度高度厚度截面積用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *bh翼緣t腹板sa每根每米每單位面積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 9r60

11、03607.06.4105.049.582.516930940404pu 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“可承受極限彎矩”值均按照s430gp強度等級考慮；上述這套完整的表格是按照e

12、n 1993-5 標準制定；設(shè)計師如需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。型號寬度高度厚度截面積用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *bh翼緣t腹板sa每根每米每單位面積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.

13、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“可承受極限彎矩”值均按照s355gp強度等級考慮；上述這套完整的表格是按照en 1993-5 標準制定；設(shè)計師如需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。au/pu/pu-r/

14、gu系列box鋼板樁型號寬度高度鋼材截面積總截面積用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *bhaa0每根每米iy-ywxmmaxmmmmcm2cm2kg/mcm4cm3kn.m/根cau 14-275045119825981565440024151038cau 16-275045422026201736224027451180cau 17-275045522726261786484028551228cau 18-275048622528881777377030351305cau 20-275048924729101948337034051464cau 21-2750490254291619

15、98654035301518cau 23-275049226030132049454038451653cau 25-2750495281303422110481042351821cau 26-2750496288304122610826043651876cu 12-26004031681850132340001685724cu12-10/10-26004031771850139355801765758cu 18-260047319621841545802024551055cu 22-260049421923471727374029851283cu 32-26004992912461228108

16、80043601874cau 6r-260031810815558414360905389cau 7r-260031811315558915380970417cau 8r-26003181240155597173801095471cau 9r-2600399126189399258501295557cau 10r-26003991371893108289301450624cau 11r-26003991481893116319701600688cau 13r-26754411672275131435801975849cau 14r-26754411802275141475102155927ca

17、u 15r-267544119222751515140023301002*- 本表中的“可承受極限彎矩”值均按照s430gp強度等級考慮；設(shè)計師如需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。型號寬度高度鋼材截面積總截面積用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *bhaa0每根每米iy-ywxmmaxmmmmcm2cm2kg/mcm4cm3kn.m/根cgu 7-600600350120161394183201045371cgu 8-6006003521321625104207601180419cgu 9-6006003541451638114233301320469cgu 12-5005003

18、811441514113258001355481cgu 13-5005003831551525122284201485527cgu 15-5005003871771546139337501740618cgu 16-4004003361581170124252701505534cgu 18-4004003401771187139295201735616*- 本表中的“可承受極限彎矩”值均按照s355gp強度等級考慮；設(shè)計師如需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。az系列box鋼板樁型號寬度高度鋼材截面積總截面積用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *bhaa0每根每米iy-ywxmmax

19、mmmmcm2cm2kg/mcm4cm3kn.m/根caz 121340604293416623012561041351778caz 131340606320419125113685044901930caz 141340608348421727314877048652092caz 171260758305490023920504053852315caz 181260760333492526122293058402511caz 191260762362495128424221063302722caz 251260852411554032334300080203448caz 26126085444

20、0556634636682085553678caz 281260856471559237039217091253923caz 4611609625955831467645940133805753caz 4811609646285858493681190140806054caz 5011609666615884519716620147806355caz 12-7701540687328543125717506032951417caz 13-7701540688344544627018344034451481caz 14-7701540689360546128319184036001548caz

21、14-770-10/101540690376547629520028037501613caz 17-7001400839330601525926528063002709caz 18-700140084034760292722778406590283.4caz 20-7001400842379605829730309071703083caz 24-7001400918436661634241296089653855caz 26-7001400920469664536844430096254139caz 28-70014009225036674395475810102854423caz 37-70

22、014009985567223437652440130305603caz 37-700140010005927253465692730138055936caz 41-700140010026287283493733230145856272*- 本表中的“可承受極限彎矩”值均按照s430gp強度等級考慮；設(shè)計師如需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。az系列box和az鋼板樁組合墻型號系統(tǒng)寬度用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *b輔樁長度100%輔樁長度60%iy-ywxmmaxmmkg/m2kg/m2cm4cm3kn.m/根caz 13/az13268014712660910200

23、0860caz 18/az1326001561349590025101079caz 18/az18252016313910556027651189caz 26/az13260018816615124035301518caz 26/az18252019617316266037951632caz 48/az13250025523228304058502516caz 48/az18242026524129929061902662caz 13-770-az13-7703080137117707402045879caz 13-770-az18-700294014412410622025301088caz

24、 18-700-az18-700280015213011813028001204caz 26-700-az13-770294017715616284035301518caz 26-700-az18-700280018616417758038451653caz 39-700-az13-770294021018924734049302120caz 39-700-az18-700280022119926630053052281*- 本表中的“可承受極限彎矩”值均按照s430gp強度等級考慮；設(shè)計師如需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。au/pu/pu-r/gu系列box和au/pu/pu-r/

25、gu鋼板樁組合墻au/pu box和au/pu組合墻型號1/11/21/31/4用鋼量慣性矩彈性截面抵抗矩用鋼量慣性矩彈性截面抵抗矩用鋼量慣性矩彈性截面抵抗矩用鋼量慣性矩彈性截面抵抗矩massiy-ywxmassiy-ywxmassiy-ywxmassiy-ywxkg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3au14208725303220156406601805139433001920130379801550au16230829903660173462302035153495602185144434401755au172388645038051784

26、80702115158516602275148452701820au18236983604045177550202260157589902425148517601950au20258111604545194618302525172666802725162584602180au212661153904705199640802615177692502825166607002255au232721260505125204695802830181758203080170664102435au252941397505645221768003105196840803395184735902675au263

27、021443505820226792303195201868803505189760202755pu12220566702810165320801590147332901650138291901370pu12 10/10232593002945174334801660155348201730145305201430pu18256967004090192543702300171580002450160509401980pu222871229004975215687302785192739402995180649202395pu28339160000641525588390354522696310

28、3860212843703050pu3238118133072702859979040002541086604355238950703445pu-r box和pu-r組合墻型號1/11/21/31/4用鋼量慣性矩彈性截面抵抗矩用鋼量慣性矩彈性截面抵抗矩用鋼量慣性矩彈性截面抵抗矩用鋼量慣性矩彈性截面抵抗矩massiy-ywxmassiy-ywxmassiy-ywxmassiy-ywxkg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3pu 6r1412394015051051355085594139408808812210730pu 7/p>

29、51111445091099149309409213060780pu 8r16228970182512216210102010816880106510114760875pu 9r165430802160124244601225110256501285103225501050pu 10r179482102415135271901365120287101440112251201170pu 11r194532802670145298801500129317301590121278301290pu 13r194645602930146362701645130386501755122339301415p

30、u 14r209703903190157393601785139421301910131369601535pu 15r223761503455168424101925149455702065140399501655gu box和gu組合墻型號1/11/21/31/4用鋼量慣性矩彈性截面抵抗矩用鋼量慣性矩彈性截面抵抗矩用鋼量慣性矩彈性截面抵抗矩用鋼量慣性矩彈性截面抵抗矩massiy-ywxmassiy-ywxmassiy-ywxmassiy-ywxkg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3kg/m2cm4cm3gu 7-60015730540174511717300990

31、1041775010159815540850gu 8-60017334600196513019520111011519990113510817480955gu 9-600190388802195142218501235127223401260119195001060gu 12-500227515902705170293901540151302901590142265901325gu 13-500243568302965183322901685162332001730152291101445gu 15-50027767490348520838160197018539040201517334150

32、1695gu 16-400310631803760232352702100207361102150194314601805gu 18-400347738004340260410102410231419902470217365302075u型鋸齒形結(jié)合墻型號寬度高度用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *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au14113511151532758303343505075599521822578au1611

33、3511151683070003655205650655524302819au17113511151733174003759205840674025112898au18113511361723293203878405795682524922935au20113511391873625104210306365739527373180au21113511391923733104318206555758028193259au23113511711963906504491606675767528703300au25113511732114245104830207240823531133541au261

34、13511742154358204943407425842531933623pu12923903163189002299004275509018382189pu12 10/109239031701988502452504495543019332335pu189239551862443402907505120609022022619pu229239932062858803322905760669024772877pu2892310282403497103961106805771029263315pu3292310112673893004324007705856033133681*- 本表中的“可

35、承受極限彎矩”值均按照s430gp強度等級考慮；設(shè)計師如需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。型號寬度高度用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *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pu 6r9239031111123301587502575351511071511pu 7r9239031161182101646302710364511651567pu 8r9239031251299201763502975390512791679

36、pu 9r9239111271443801908103170419013631802pu 10r9239111361576202040503460448014881926pu 11r9239111461708102172303750477016132051pu 13r102910091452151602676404340530518662281pu 14r102910091552316002840804670563020082421pu 15r102910091642479803004505000595521502561*- 本表中的“可承受極限彎矩”值均按照s430gp強度等級考慮；設(shè)計師如

37、需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。z型鋸齒形結(jié)合墻型號寬度高度鋼材截面積用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *bhamassiy-ywxmmaxmmmmcm2kg/m2cm4cm3kn.m/根az12718185117922540275118az137181861281002840305131az147181871391093130335144az17714223122963840345148az187142251331044280380163az197142261441134720420181az257362371581246070515221az267362381691336

38、590555239az287362391811427110595256az46725308233183165501070460az48725310245193174501125484az50725312258202183701180507az13 10/107181871331052980320138az18 10/107142251391094500400172az12-770826181112882330255110az13-770826182117922460270116az14-770826182123962600285123az14-770 10/108261831281002730

39、300129az17-700795212117923690330142az18-700795212123963910350151az19-7007952131281014120365157az20-7007952141341054330385166az24-7008132411501185970495213az26-7008132421611276500535230az28-7008132431721357030580249az37-70083428719014911600810348az39-70083428820115812390860370az41-7008342892131671317

40、0910391*- 本表中的“可承受極限彎矩”值均按照s430gp強度等級考慮；設(shè)計師如需更為詳盡的數(shù)據(jù)，可與我們的設(shè)計部門聯(lián)系。hz系列鋼板樁&鎖口連接件型號高度寬度壁厚截面積用鋼量慣性矩彈性截面抵抗矩可承受極限彎矩 *匹配的鎖口型號翼緣腹板hbtsa每根每米iy-ywemmaxmmmmmmmmcm2kg/mcm4cm3kn.m/根hz775a7754601712.5257.9202.428007072303108rh16-rzdu16hz775b7794601912.5276.3216.930793079053399rh16-rzdu16hz775c783461.52114306.8240

41、.834268087553764rh20-rzdu18hz775d787461.52314325.3255.337122094354057rh20-rzdu18hz975a9754601714297233.128007097804205rh16-rzdu16hz975b9794601914315.4247.6307930106354573rh16-rzdu16hz975c9834622116353.9277.8342680118455093rh20-rzdu18hz975d9874622316372.4292.3371220127105465rh20-rzdu18hz850ma831.34461712280.9220.534173085083657rh16-rzdu16hz850mb831.344819143