常用型号拉森钢板桩技术参数

1、常常用用拉拉森森钢钢板板桩桩技技术术参参数数型 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BHtArea AWIxZxArea Ammmmmmcm2kg/mcm4cm3cm2/mSKSP-IA40085845.2135.559888113SKSP-II40010010.561.18481240152153SKSP-IIA4001209.255.0143.21460160137.5SKSP-III4001251376.42602220223191SKSP-IIIA40015013.174.458.42790250186SKSP-IV40017015.596.997

2、65SKSP-IVA40018516.194.21745300400235.1SKSP-VL50020024.3133.81057960520267.6SKSP-VIL50022527.615312011400680306SKSP-SX1060013010.378.761.82110203131.2SKSP-SX1860018013.4103.981.65220376173.2SKSP-SX2760021018135.31068630539225.5SKSP-C400151.5/1231376.460SM-J60020013111.287.37250705185.3S

3、KSP-10H90023010.811086.49430812122.2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BHtArea AWIxZxArea Ammmmmmcm2kg/mcm4cm3cm2/mNSP-10H90023010.811086.49430812122.2NSP-25H90030013.2144.4113220001450160.4FSP-II40010010.561.18481240152153FSP-III4001251376.42602220223191FSP-IV40017015.596.99765FSP-

4、VL50020024.3133.81057960520267.6FSP-VIL50022527.615312011400680306NSP-IIw60013010.378.761.82110203131.2NSP-IIIw60018013.4103.981.65220376173.2NSP-IVw60021018135.31068630539225.5YSP-FL50044.59.578.5761.718445.7157.1YSP-FXL5004712.798.3677.224560.3196.7型号尺寸单根参数有限幅宽全高厚度截面积理论 重量惯性矩A板桩B板桩WHt1t2Area AWIxm

5、mmmmmmmcm2kg/mcm4FSP-VLFSP-VL50044524.324.3267.621079000FSP-VILFSP-VL50047127.624.3286.822592900FSP-VILFSP-VIL50049727.627.6306240109000NSP-IIIwNSP-IIIw60040413.413.4207.816350600NSP-IVwNSP-IIIw6004351813.4239.218866400NSP-IVwNSP-Ivw6004661818270.621286500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BHtAr

6、ea AWIxZxArea Ammmmmmcm2kg/mcm4cm3cm2/mSP-II40010010.561.18481240152153SP-III4001251376.42602220223191SP-IIIA40015013.174.458.42790250186SP-IV40017015.596.99765SP-VA50020024.3133.81057960520267.6SP-VM50017516.5109.6865345383219.2SP-IIW60013010.378.761.82110203131.2型号有效幅宽全高厚度截面积理论重量Weigh

7、tMomentof ModulusofTYPEwhtAreaperpileperwallInertiaScetionmmmmmmcm2/mkg/mkg/m2cm4/mcm3/mSLU5-16001509.5119.756.4943825510SLU5-260015010126.159.4994050540SLU6-160028069042.2708940640SLU7-1600300693.444739585690SLU7-260034069846.27711525745SLU7-3600360699.646.978.211360740SLZ13-16703039.51377210719700

8、1300SLZ13-2770344912676.199223601300SLZ13-357526010.8150.367.9118162501250SLZ14-167030410.514978.3117213001400SLZ14-27703459.513279.5103233001355SLZ14-37703451013782.9108242401405SLZ17-35753708.5142.864.5112288901655SLZ17-45753709148.266.9116301101725SLZ17-55753509.514967.3117297601705SLZ14-47004207

9、112.86288.6309101480SLZ14-56503208127.465100220491380U型钢板桩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TypeWidthHeightThicknessSectionalareaWeightperpileWeightperwallMomentofInertiaModulusofsectionmmmmmmCm2/mKg/mKg/m2Cm4/mCm3/mWRU7750320571.3425610725670WRU8750320686.75168.113169823WRU97503207101.459.779.615251953WRU1

10、0-4504503608148.652.5116.7182681015WRU11-4504503609165.958.6130.2203751132WRU12-45045036010182.964.7143.8224441247WRU11-5755753608133.860.4105.1196851094WRU12-5755753609149.567.5117.4219731221WRU13-5755753601016574.5129.5242241346WRU11-6006003608131.461.9103.2198971105WRU12-6006003609147.369.5115.82

11、22131234WRU13-60060036010162.476.5127.5244911361WRU18-60060035012220.3103.8172.9327971874WRU20-60060035013238.5112.3187.2352242013WRU166504808138.571.3109.6398641661WRU186504809156.179.5122.3445211855WRU206505408153.778.1120.2560022074WRU236505409169.487.3133610842318WRU2665054010187.496.2146.969093

12、2559WRU30-70070055811217.1119.3170.5831392980WRU32-70070056012236.2129.8185.4908803246WRU35-70070056213255.1140.2200.3986523511WRU36-70070055814284.3156.2223.21021453661WRU39-70070056015303.8166.9238.51096553916WRU41-70070056216323.1177.6253.71171944170WRU3275059811215.9127.1169.5973623265WRU3575060

13、012234.9138.3184.41064163547WRU3875060213253.7149.4199.21155053837WRU4075059814282.2166.1221.51199184011WRU4375060015301.5177.5236.71287244291WRU4575060216320.8188.9251.81375614570Z型钢板桩WRZ16-6356353797123.461.596.9305021610WRZ18-6356353808140.670.1110.3347171827WRZ28-63563541911209104.2164.128785280

14、5WRZ30-63563542012227.3113.3178.4638893042WRZ32-63563542113245.4122.3192.7689543276WRZ12-6506503197113.257.888.9196031229WRZ14-6506503208128.965.8101.2223121395WRZ34-67567549012224.4118.9176.1846573455WRZ37-67567549113242.3128.4190.2913273720WRZ38-675675491.513.5251.3133.1197.2946993853WRZ18-6856854

15、01914477.4113373351862WRZ20-68568540210159.485.7125.2413042055L型钢板桩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/mWRL1.5700100321.430.6724145WRL2700150322.932.71674223WRl37001504.535502469329WRL4700180540.457.73979442WRL57001806.552.775.35094566WRL6700180757.181.65458606S型钢板桩型号宽度高度厚度每桩单重每米墙身断面积截面模数

16、mmmmmmKg/mKg/m2Cm4/mCm3/mWRS46002603.531.241.75528425WRS5600260436.648.86703516WRS6700260545.357.77899608WRS87003205.55370.712987812WRS97003206.562.683.415225952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/mWRX600-106006010144.868.2113.6396132WRX600-116006111158.574.7124.4435143WRX600-1

17、26006212172.181.1135.1474153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-275079649.666.123411393.7WRGI-375089756.875.726613043.7WRGII-165068040.562.41907583.1WRGII-265088253.98324710133.1型号规格截面面积重量SectionDimensionSectionalAreaUnitWeightW1W2H1H2T每桩每米墙每桩mmm

18、mmmmmmmcm2cm2/mKg/mLWU400100104004501001301072.2180.556.68LWU400150104004501501801079.9199.862.72LWU400180104004501802101084.5211.366.33LWU500150105005501501801089.9179.870.57LWU500200105005502002301097.519576.54LWU50021010500550210240109919877.72LWU600130106006501301601096.8161.375.99LWU60018010600

19、65018021010104.5174.282.03LWU6002101060065021024010109181.785.57LWU6002701060065027030010118.3197.292.87LWU6501301065070013016010101.8156.6279.91LWU6501801065070018021010109.5168.585.96LWU6502101065070021024010114175.389.49LWU6502771065070027730510124190.897.34LWU6503001065070030033010128196.9100.48

20、LWU6503901065070039042010141.7218111.23LWU400100124004501001301285.4213.567.07LWU400150124004501501801294.6236.574.23LWU4001801240045018021012100.2250.578.66LWU5001501250055015018012106.6213.283.65LWU5002001250055020023012115.8231.690.9LWU5002101250055021024012117.6235.292.32LWU600130126006501301601

21、2114.8191.390.15LWU6001801260065018021012124.1206.897.4LWU6002101260065021024012129.6216101.74LWU6002701260065027030012140.6234.3110.4LWU6501301265070013016012121186.294.95LWU6501801265070018021012130.1200.2102.11LWU6502101265070021024012135.6208.6106.45LWU6502701265070027030012146.6225.5115.11LWU65

22、03001265070030033012152.2234.2119.45LWU6503901265070039042012168.7259.5132.45LWU4001501440045015018014111.227887.26LWU4001801440045018021014117.629492.32LWU5001501450055015018014125.3250.698.36LWU5001801450055018021014131.7263.4103.42LWU5002101450055021024014138.2276.4108.47LWU6001301460065013016014

23、135225105.94LWU6001801460065018021014145.7242.8114.41LWU6002101460065021024014152.2253.7119.9LWU6002701460065027030014165.2275.3129.68LWU6501301465070013016014142.1218.6111.55LWU6501801465070018021014152.7234.9119.9LWU6502101465070021024014159.2244.9124.96LWU6502701465070027030014172.2264.9135.18LWU

24、6503001465070030033014178.5274.6140.12型号规格截面面积重量SectionDimensionSectionalAreaUnitWeightW1W2HT每桩每米墙每桩每米墙mmmmmmmmcm2cm2/mKg/mKg/m2LWZ8A350400150851.6147.440.51115.74LWZ8B7508006008107.6143.584.47112.63LWZ10A3504001501064182.850.24143.54LWZ10B75080060010134178.6105.19140.25LWZ12A3504001501276.2217.759.

25、82170.91LWZ12B75080060012160.2213.6125.76167.68LWZ14A3504001501488.225269.24197.83LWZ14B75080060014186.2248.3146.17194.89LWZ25550600310987.7159.567.3122.4LWZ275506003109.590.3164.270.9128.9LWZ114RD610660340882.8135.765106.6LWZ1286106603409.597.9160.576.8125.9LWZ14161066034010.5107.7176.684.6138.7LWZ

26、14861066034011112.6184.688.4144.9LWZ1367073042713148.2221.2116.3173.5备注型号有效幅宽全高厚度截面积理论 重量惯性矩截面模数TYPEwhtAreaWIxZxmmmmmmcm2/mkg/m2cm4/mcm3/mSLU5-16001509.5119.788.84500529U型SLU5-260015010126.11208740874U型SLU6-160028069010810600880U型SLU7-1600300693.4150168001340U型SLU7-2600340698146228001520U型SLU7-36003

27、60699.6190386002270U型SLZ13-16703039.5137185416002250U型210630003150U型SLZ13-27703449126240860003820U型103130001000U型SLZ13-357526010.8150.3136324001800U型SLZ14-167030410.5149177576002700U型SLZ14-27703459.5132U型转角SLZ14-377034510137145120901175U型挡土9610500902帽型SLZ17-35753708.5142.8备注SLZ17-45753709148.2理论 重量惯

28、性矩截面模数WIxZxSLZ17-55753509.5149kg/m2cm4/mcm3/m9610500902帽型SLZ14-47004207112.8126244001610帽型1208740874U型SLZ14-56503208127.4150168001340U型190386002270U型210630003150U型240860003820U型103130001000U型136324001800U型177576002700U型12339689直线型154570121直线型每米墙面参数截面模数截面积理论 重量惯性矩截面模数常常用用拉拉森森钢钢板板桩桩技技术术参参数数每米墙面参数每米墙面参

29、数单根参数ZxArea AWIxZxcm3cm2/mkg/m2cm4/mcm3/m3550535.242015800071003870573.64501860007740437061248021700087502500346.32728430041702860398.7313111000477037104513531440006190备注理论 重量惯性矩截面模数WIxZxkg/m2cm4/mcm3/m1208740874U型150168001340U型146228001520U型190386002270U型210630003150U型172402902310U型103130001000U型类型

30、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/m2GQNS-16002009155.929866.711493.34122.38GQNS-16002008138.5826696.771334.84108.78GQNS-265025012223.9560145.082405.8175.8GQNS-265025011205.2955383.362215.33161.15GQNS-1H9003108124.8118236.061176.5297.98GQNS-1H9003097109.2115954.61032.6685

31、.73GQNS-2H9003509147.6622628.411521.62115.92GQNS-2H9003498131.2623666.981356.27103.04规格宽度高度厚度截面积用钢量b/mmh/mmt/mms/mmc/m单根桩 kg/m 每米墙体 kg/A313277.9104每米墙面参数AU1675041111.59.314786.3115A715189119AU1875044110.59.115088.5118AU20750444121016596.9129AU2175044512.510.316999.7133AU237

32、50447139.5173102.1136AU2575045014.510.2188110.4147AU267504511510.5192113.2151PU66002267.56.49745.676PU86002808811654.591PU126003609.8914066.1110PU1210/10600360101014869.9116PU18-1.060043010.28.415472.6121PU1860043011.2916376.9128PU22-1.060045011.1917481.9137PU2260045012.19.518386.1144PU28-1.06004521

33、4.29.720797.4162PU2860045415.210.1216101.8170PU3260045219.511242114.1190L3S50040014.11020178.9158PU6R6002806689.542.270.3PU7R6002806.56.394.144.373.9PU8R6002807.56.9103.348.781.1PU9R60036076.410549.582.5PU10R60036087114.253.889.7PU11R60036097.6123.458.196.9PU13R675400107.4123.865.697.2PU14R675400118

34、133.170.5104.5PU15R675400128.6142.375.4111.7AZ126703028.58.512666.199ZA136703039.59.513772107AZ1467030410.510.514978.3117AZ176303798.58.513868.4109AZ186303809.59.515074.4118AZ1963038110.510.516481129AZ256304261211.218591.5145AZ266304271312.219897.8155AZ286304281413.2211104.4166AZ465804811814291132.6

35、229AZ485804821915307139.6241AZ505804832016322146.7253AZ12-7707703448.58.512072.694AZ13-7707703449912676.199AZ14-7707703459.59.513279.5103AZ14-770-10/10770345101013782.9108AZ17-7007004198.58.513373.1104AZ18-7007004209913976.5109AZ19-7007004209.59.514680114AZ20-700700421101015283.5119AZ37-700700499171

36、2.2226124.2177.4AZ39-7007005001813.2240131.9188.4AZ41-7007005011914.2254139.5199.4AZ13-10/10670304101014375.2112AZ18-10/10630381101015777.8123惯性矩截面模数MomentofInertiaModulusofInertia每米墙每桩每米墙每桩每米墙Kg/m2cm4cm4/mcm3cm3/m141.717007490295749156.83660175704301170重量UnitWeight165.85200258505101435141.142301826

37、05551215153.17450334807251675155.48200371207601765126.63540138705901065136.76730274508051525142.69170379309301805154.8152606438011752385122.93690140006451075132.37030276908751535137.795903825010151820149.75166256824013072468154.6198808093014152695171.13417014093018103615167.719708830340883185.64260208705051390196.76080307906001710167.34920216806501445