各种型号拉森钢板桩技术参数大全.xls

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1、拉拉森森钢钢板板桩桩截截面面性性能能及及技技术术参参数数汇汇总总表表品牌型 号截面尺寸单根参数每米墙面参数宽高厚度截面积理论 重量惯性矩截面模数截面积理论 重量惯性矩截面模数BHtArea AWIxZxArea AWIxZxmmmmmmcm2kg/mcm4cm3cm2/mkg/m2cm4/mcm3/m住住友友金金属属/SKSP/SKSPSKSP-IA40085845.2135.55988811388.84500529SKSP-II40010010.561.184812401521531208740874SKSP-IIA4001209.255.0143.21460160137.510810600

2、880SKSP-III4001251376.42602220223191150168001340SKSP-IIIA40015013.174.458.42790250186146228001520SKSP-IV40017015.596.9976.14670362242.5190386002270SKSP-IVA40018516.194.21745300400235.1185416002250SKSP-VL50020024.3133.81057960520267.6210630003150SKSP-VIL50022527.615312011400680306240860003820SKSP-SX1

3、060013010.378.761.82110203131.2103130001000SKSP-SX1860018013.4103.981.65220376173.2136324001800SKSP-SX2760021018135.31068630539225.5177576002700SKSP-C400151.5/1231376.460SM-J60020013111.287.37250705185.3145120901175SKSP-10H90023010.811086.49430812122.29610500902新新日日铁铁FSP,NSFSP,NSP,YSP/P,YSP/JFEJFE技技

4、术术参参数数相相同同型 号截面尺寸单根参数每米墙面参数宽高厚度截面积理论 重量惯性矩截面模数截面积理论 重量惯性矩截面模数BHtArea AWIxZxArea AWIxZxmmmmmmcm2kg/mcm4cm3cm2/mkg/m2cm4/mcm3/mNSP-10H90023010.811086.49430812122.29610500902NSP-25H90030013.2144.4113220001450160.4126244001610FSP-II40010010.561.184812401521531208740874FSP-III4001251376.42602220223191150

5、168001340FSP-IV40017015.596.9976.14670362242.5190386002270FSP-VL50020024.3133.81057960520267.6210630003150FSP-VIL50022527.615312011400680306240860003820NSP-IIw60013010.378.761.82110203131.2103130001000NSP-IIIw60018013.4103.981.65220376173.2136324001800NSP-IVw60021018135.31068630539225.5177576002700Y

6、SP-FL50044.59.578.5761.718445.7157.112339689YSP-FXL5004712.798.3677.224560.3196.7154570121型号尺寸单根参数每米墙面参数有限幅宽全高厚度截面积理论 重量惯性矩截面模数截面积理论 重量A板桩B板桩WHt1t2Area AWIxZxArea AWmmmmmmmmcm2kg/mcm4cm3cm2/mkg/m2FSP-VLFSP-VL50044524.324.3267.6210790003550535.2420FSP-VILFSP-VL50047127.624.3286.8225929003870573.6450F

7、SP-VILFSP-VIL50049727.627.63062401090004370612480NSP-IIIwNSP-IIIw60040413.413.4207.8163506002500346.3272NSP-IVwNSP-IIIw6004351813.4239.2188664002860398.7313NSP-IVwNSP-Ivw6004661818270.6212865003710451353韩韩国国现现代代/KS/KS型 号截面尺寸单根参数每米墙面参数宽高厚度截面积理论 重量惯性矩截面模数截面积理论 重量惯性矩截面模数BHtArea AWIxZxArea AWIxZx新新日日铁铁F

8、SP,NSFSP,NSP,YSP/P,YSP/JFEJFE技技术术参参数数相相同同mmmmmmcm2kg/mcm4cm3cm2/mkg/m2cm4/mcm3/mSP-II40010010.561.184812401521531208740874SP-III4001251376.42602220223191150168001340SP-IIIA40015013.174.458.42790250186146228001520SP-IV40017015.596.9976.14670362242.5190386002270SP-VA50020024.3133.81057960520267.621063

9、0003150SP-VM50017516.5109.6865345383219.2172402902310SP-IIW60013010.378.761.82110203131.2103130001000江江苏苏顺顺力力/SLU,S/SLU,SLZLZ型号有效幅宽全高厚度截面积理论重量WeightMomentof Modulusof江江苏苏国国强强/GQNS/GQNS类型TYPEwhtAreaperpileperwallInertiaScetionmmmmmmcm2/mkg/mkg/m2cm4/mcm3/mSLU5-16001509.5119.756.4943825510GQNS-1SLU5-2

10、60015010126.159.4994050540GQNS-1SLU6-160028069042.2708940640GQNS-2SLU7-1600300693.444739585690GQNS-2SLU7-260034069846.27711525745GQNS-1HSLU7-3600360699.646.978.211360740GQNS-1HSLZ13-16703039.513772107197001300GQNS-2HGQNS-2HSLZ13-2770344912676.199223601300SLZ13-357526010.8150.367.9118162501250SLZ14-1

11、67030410.514978.3117213001400SLZ14-27703459.513279.5103233001355SLZ14-37703451013782.9108242401405SLZ17-35753708.5142.864.5112288901655SLZ17-45753709148.266.9116301101725SLZ17-55753509.514967.3117297601705SLZ14-47004207112.86288.6309101480SLZ14-56503208127.465100220491380韩韩国国现现代代/KS/KS南南京京万万汇汇U型钢板桩卢

12、卢森森堡堡/PU;AZ;A/PU;AZ;AU U规格宽度型号宽度高度厚度断面积每桩单重每米墙身惯性矩截面模数TypeWidthHeightThicknessSectionalareaWeightperpileWeightperwallMomentofInertiaModulusofsectionb/mmmmmmmmCm2/mKg/mKg/m2Cm4/mCm3/mAU14750WRU7750320571.3425610725670AU16750WRU8750320686.75168.113169823AU17750WRU97503207101.459.779.615251953AU18750WR

13、U10-4504503608148.652.5116.7182681015AU20750WRU11-4504503609165.958.6130.2203751132AU21750WRU12-45045036010182.964.7143.8224441247AU23750WRU11-5755753608133.860.4105.1196851094AU25750WRU12-5755753609149.567.5117.4219731221AU26750WRU13-5755753601016574.5129.5242241346PU6600WRU11-6006003608131.461.910

14、3.2198971105PU8600WRU12-6006003609147.369.5115.8222131234PU12600WRU13-60060036010162.476.5127.5244911361PU1210/10600WRU18-60060035012220.3103.8172.9327971874PU18-1.0600WRU20-60060035013238.5112.3187.2352242013PU18600WRU166504808138.571.3109.6398641661PU22-1.0600WRU186504809156.179.5122.3445211855PU2

15、2600WRU206505408153.778.1120.2560022074PU28-1.0600WRU236505409169.487.3133610842318PU28600WRU2665054010187.496.2146.9690932559PU32600WRU30-70070055811217.1119.3170.5831392980L3S500WRU32-70070056012236.2129.8185.4908803246PU6R600WRU35-70070056213255.1140.2200.3986523511PU7R600WRU36-70070055814284.315

16、6.2223.21021453661PU8R600WRU39-70070056015303.8166.9238.51096553916PU9R600WRU41-70070056216323.1177.6253.71171944170PU10R600WRU3275059811215.9127.1169.5973623265PU11R600WRU3575060012234.9138.3184.41064163547PU13R675WRU3875060213253.7149.4199.21155053837PU14R675WRU4075059814282.2166.1221.51199184011P

17、U15R675WRU4375060015301.5177.5236.71287244291AZ12670WRU4575060216320.8188.9251.81375614570ZA13670Z型钢板桩AZ14670WRZ16-6356353797123.461.596.9305021610AZ17630WRZ18-6356353808140.670.1110.3347171827AZ18630WRZ28-63563541911209104.2164.1287852805AZ19630WRZ30-63563542012227.3113.3178.4638893042AZ25630WRZ32-

18、63563542113245.4122.3192.7689543276AZ26630WRZ12-6506503197113.257.888.9196031229AZ28630WRZ14-6506503208128.965.8101.2223121395AZ46580WRZ34-67567549012224.4118.9176.1846573455AZ48580WRZ37-67567549113242.3128.4190.2913273720AZ50580WRZ38-675675491.513.5251.3133.1197.2946993853AZ12-770770WRZ18-685685401

19、914477.4113373351862AZ13-770770南南京京万万汇汇卢卢森森堡堡/PU;AZ;A/PU;AZ;AU UWRZ20-68568540210159.485.7125.2413042055AZ14-770770L型钢板桩AZ14-770-10/10770型号宽度高度厚度每桩单重每米墙身断面积截面模数AZ17-700700mmmmmmKg/mKg/m2Cm4/mCm3/mAZ18-700700WRL1.5700100321.430.6724145AZ19-700700WRL2700150322.932.71674223AZ20-700700WRl37001504.535502

20、469329AZ37-700700WRL4700180540.457.73979442AZ39-700700WRL57001806.552.775.35094566AZ41-700700WRL6700180757.181.65458606AZ13-10/10670S型钢板桩AZ18-10/10630型号宽度高度厚度每桩单重每米墙身断面积截面模数mmmmmmKg/mKg/m2Cm4/mCm3/mWRS46002603.531.241.75528425WRS5600260436.648.86703516WRS6700260545.357.77899608WRS87003205.55370.7129

21、87812WRS97003206.562.683.415225952直线型钢板桩 型号宽高厚截面积重量G每米墙身惯性矩截面模数mmmmmmcm2/mkg/mkg/m2cm4/mcm3/mWRX600-106006010144.868.2113.6396132WRX600-116006111158.574.7124.4435143WRX600-126006212172.181.1135.1474153槽桩型号宽度厚度高每桩每米截面惯性矩回转度单重墙身模数半径mmmmmmKg/mKg/m2Cm3/mcm4/mcmWRGI-175069542.456.62029753.7WRGI-275079649

22、.666.123411393.7WRGI-375089756.875.726613043.7WRGII-165068040.562.41907583.1WRGII-265088253.98324710133.1山山西西鼎鼎荣荣/LWU,L/LWU,LWZWZ型号规格截面面积重量惯性矩SectionDimensionSectionalAreaUnitWeightMomentofInertiaW1W2H1H2T每桩每米墙每桩每米墙每桩每米墙mmmmmmmmmmcm2cm2/mKg/mKg/m2cm4cm4/mLWU400100104004501001301072.2180.556.68141.71

23、7007490LWU400150104004501501801079.9199.862.72156.8366017570LWU400180104004501802101084.5211.366.33165.8520025850LWU500150105005501501801089.9179.870.57141.1423018260LWU500200105005502002301097.519576.54153.1745033480LWU50021010500550210240109919877.72155.4820037120LWU600130106006501301601096.8161.3

24、75.99126.6354013870LWU6001801060065018021010104.5174.282.03136.7673027450LWU6002101060065021024010109181.785.57142.6917037930LWU6002701060065027030010118.3197.292.87154.81526064380LWU6501301065070013016010101.8156.6279.91122.9369014000LWU6501801065070018021010109.5168.585.96132.3703027690LWU65021010

25、65070021024010114175.389.49137.7959038250LWU6502771065070027730510124190.897.34149.751662568240LWU6503001065070030033010128196.9100.48154.61988080930LWU6503901065070039042010141.7218111.23171.134170140930LWU400100124004501001301285.4213.567.07167.719708830LWU400150124004501501801294.6236.574.23185.6

26、426020870LWU4001801240045018021012100.2250.578.66196.7608030790LWU5001501250055015018012106.6213.283.65167.3492021680LWU5002001250055020023012115.8231.690.9181.8871039890LWU5002101250055021024012117.6235.292.32184.6960044240LWU6001301260065013016012114.8191.390.15150.3410016420LWU6001801260065018021

27、012124.1206.897.4162.3785032640LWU6002101260065021024012129.6216101.74169.61072045190LWU6002701260065027030012140.6234.3110.41841791076870LWU6501301265070013016012121186.294.95146.1427016580LWU6501801265070018021012130.1200.2102.11157.1819032920LWU6502101265070021024012135.6208.6106.45163.8112004556

28、0山山西西鼎鼎荣荣/LWU,L/LWU,LWZWZLWU6502701265070027030012146.6225.5115.11177.11878077400LWU6503001265070030033012152.2234.2119.45183.82335096690LWU6503901265070039042012168.7259.5132.45203.840280168620LWU4001501440045015018014111.227887.26218.2482023170LWU4001801440045018021014117.629492.32230.8691034250LW

29、U5001501450055015018014125.3250.698.36196.7562024270LWU5001801450055018021014131.7263.4103.42206.8814031490LWU5002101450055021024014138.2276.4108.47216.91106049720LWU6001301460065013016014135225105.94176.6470018440LWU6001801460065018021014145.7242.8114.41190.7906036810LWU6002101460065021024014152.22

30、53.7119.9199.81242051050LWU6002701460065027030014165.2275.3129.68216.12082087030LWU6501301465070013016014142.1218.6111.55171.62490018650LWU6501801465070018021014152.7234.9119.9184.5948037200LWU6502101465070021024014159.2244.9124.96192.31301051560LWU6502701465070027030014172.2264.9135.18207.921870877

31、90LWU6503001465070030033014178.5274.6140.12215.627230109770型号规格截面面积重量惯性矩截面模数SectionDimensionSectionalAreaUnitWeightMomentofInertiaModulusofInertiaW1W2HT每桩每米墙每桩每米墙每桩每米墙每桩mmmmmmmmcm2cm2/mKg/mKg/m2cm4cm4/mcm3LWZ8A350400150851.6147.440.51115.7415004280200LWZ8B7508006008107.6143.584.47112.636080081100203

32、0LWZ10A3504001501064182.850.24143.5418005100240LWZ10B75080060010134178.6105.19140.2574900999002500LWZ12A3504001501276.2217.759.82170.9120705900270LWZ12B75080060012160.2213.6125.76167.68886001181002950LWZ14A3504001501488.225269.24197.8323106600310LWZ14B75080060014186.2248.3146.17194.89102600136800342

33、0LWZ25550600310987.7159.567.3122.41280023200830LWZ275506003109.590.3164.270.9128.91350024500870LWZ114RD610660340882.8135.765106.61540025200900LWZ1286106603409.597.9160.576.8125.917900293001050LWZ14161066034010.5107.7176.684.6138.719700323001150LWZ14861066034011112.6184.688.4144.920500336001200LWZ136

34、7073042713148.2221.2116.3173.542485634101990备注江江苏苏顺顺力力/SLU,S/SLU,SLZLZ型号有效幅宽全高厚度截面积理论重量WeightMomentof ModulusofTYPEwhtAreaperpileperwallInertiaScetionmmmmmmcm2/mkg/mkg/m2cm4/mcm3/mSLU5-16001509.5119.756.4943825510U型SLU5-260015010126.159.4994050540U型SLU6-160028069042.2708940640U型SLU7-1600300693.44473

35、9585690U型SLU7-260034069846.27711525745U型SLU7-3600360699.646.978.211360740U型SLZ13-16703039.513772107197001300U型U型SLZ13-2770344912676.199223601300U型U型SLZ13-357526010.8150.367.9118162501250U型SLZ14-167030410.514978.3117213001400U型SLZ14-27703459.513279.5103233001355U型转角SLZ14-37703451013782.9108242401405U

36、型挡土帽型SLZ17-35753708.5142.864.5112288901655备注SLZ17-45753709148.266.9116301101725SLZ17-55753509.514967.3117297601705拉拉森森钢钢板板桩桩截截面面性性能能及及技技术术参参数数汇汇总总表表帽型SLZ14-47004207112.86288.6309101480帽型U型SLZ14-56503208127.465100220491380U型U型U型U型U型U型U型直线型直线型惯性矩截面模数IxZxcm4/mcm3/m15800071001860007740217000875084300417

37、011100047701440006190备注每米墙面参数SLZ17-55753509.514967.3117297601705U型U型U型U型U型U型U型尺 寸每一米桩壁有效宽度W有效高度H厚度t截面面积截面二次力矩截面系数单位质量(mm)(mm)(mm)cm2cm4cm3kg/m26002009155.929866.711493.34122.386002008138.5826696.771334.84108.7865025012223.9560145.082405.8175.865025011205.2955383.362215.33161.159003108124.8118236.061

38、176.5297.989003097109.2115954.61032.6685.739003509147.6622628.411521.62115.929003498131.2623666.981356.27103.04高度厚度截面积用钢量h/mmt/mms/mmc/m单根桩 kg/m 每米墙体 kg/408108.313277.910441111.59.314786.3115412129.71518911944110.59.115088.5118444121016596.912944512.510.316999.7133447139.5173102.113645014.510.218811

39、0.41474511510.5192113.21512267.56.49745.6762808811654.5913609.8914066.1110360101014869.911643010.28.415472.612143011.2916376.912845011.1917481.913745012.19.518386.114445214.29.720797.416245415.210.1216101.817045219.511242114.119040014.11020178.91582806689.542.270.32806.56.394.144.373.92807.56.9103.3

40、48.781.136076.410549.582.536087114.253.889.736097.6123.458.196.9400107.4123.865.697.2400118133.170.5104.5400128.6142.375.4111.73028.58.512666.1993039.59.51377210730410.510.514978.31173798.58.513868.41093809.59.515074.411838110.510.5164811294261211.218591.51454271312.219897.81554281413.2211104.416648

41、11814291132.62294821915307139.62414832016322146.72533448.58.512072.6943449912676.1993459.59.513279.5103345101013782.91084198.58.513373.11044209913976.51094209.59.514680114421101015283.51194991712.2226124.2177.45001813.2240131.9188.45011914.2254139.5199.4304101014375.2112381101015777.8123截面模数Moduluso

42、fInertia每桩每米墙cm3cm3/m2957494301170510143555512157251675760176559010658051525930180511752385645107587515351015182013072468141526951810361534088350513906001710650144585519958952105690126594518151095215013902850750127510301830119521701520286516753225214543255501545660190072016209151750100023657601415105520451230243015703220830143511502065134524551715325019003660每米墙cm3/m57027106903330770393088045601500158014801720190019702970截面模数ModulusofInertia