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 A mmmmmmcm2kg/mcm4cm3cm2/m SKSP-IA40085845.2135.559888113 SKSP-II40010010.561.18481240152153 SKSP-IIA4001209.255.0143.21460160137.5 SKSP-III4001251376.42602220223191 SKSP-IIIA40015013.174.458.42790250186 SKSP-IV40017

2、015.596.99765 SKSP-IVA40018516.194.21745300400235.1 SKSP-VL50020024.3133.81057960520267.6 SKSP-VIL50022527.615312011400680306 SKSP-SX1060013010.378.761.82110203131.2 SKSP-SX1860018013.4103.981.65220376173.2 SKSP-SX2760021018135.31068630539225.5 SKSP-C400151.5/1231376.460 SM-J60020013111

3、.287.37250705185.3 SKSP-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 A mmmmmmcm2kg/mcm4cm3cm2/m NSP-10H90023010.811086.49430812122.2 NSP-25H90030013.2144.4113220001450160.4 FSP-II40010010.561.18481240152153 FSP-III4001251376.42602220223191 FSP-IV40017

4、015.596.99765 FSP-VL50020024.3133.81057960520267.6 FSP-VIL50022527.615312011400680306 NSP-IIw60013010.378.761.82110203131.2 NSP-IIIw60018013.4103.981.65220376173.2 NSP-IVw60021018135.31068630539225.5 YSP-FL50044.59.578.5761.718445.7157.1 YSP-FXL5004712.798.3677.224560.3196.7 型号 尺寸单根参数 有

5、限幅宽全高厚度截面积理论 重量惯性矩 A板桩B板桩 WHt1t2Area AWIx mmmmmmmmcm2kg/mcm4 FSP-VLFSP-VL50044524.324.3267.621079000 FSP-VILFSP-VL50047127.624.3286.822592900 FSP-VILFSP-VIL50049727.627.6306240109000 NSP-IIIwNSP-IIIw60040413.413.4207.816350600 NSP-IVwNSP-IIIw6004351813.4239.218866400 NSP-IVwNSP-Ivw6004661818270.6212

6、86500 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 A mmmmmmcm2kg/mcm4cm3cm2/m SP-II40010010.561.18481240152153 SP-III4001251376.42602220223191 SP-IIIA40015013.174.458.42790250186 SP-IV40017015.596.99765 SP-VA50020024.3133.81057960520267.6 SP-VM50017516.5109.6865345383219

7、.2 SP-IIW60013010.378.761.82110203131.2 型号有效幅宽全高厚度截面积理论重量WeightMomentof Modulusof TYPEwhtAreaperpileperwallInertiaScetion mmmmmmcm2/mkg/mkg/m2cm4/mcm3/m SLU5-16001509.5119.756.4943825510 SLU5-260015010126.159.4994050540 SLU6-160028069042.2708940640 SLU7-1600300693.444739585690 SLU7-260034069846.2771

8、1525745 SLU7-3600360699.646.978.211360740 SLZ13-16703039.513772107197001300 SLZ13-2770344912676.199223601300 SLZ13-357526010.8150.367.9118162501250 SLZ14-167030410.514978.3117213001400 SLZ14-27703459.513279.5103233001355 SLZ14-37703451013782.9108242401405 SLZ17-35753708.5142.864.5112288901655 SLZ17-

9、45753709148.266.9116301101725 SLZ17-55753509.514967.3117297601705 SLZ14-47004207112.86288.6309101480 SLZ14-56503208127.465100220491380 U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 TypeWidthHeightThickness Sectional area Weightper pile Weightper wall Momentof Inertia Modulusof section mmmmmmCm2/mKg/mKg/m2Cm4/mCm

10、3/m WRU7750320571.3425610725670 WRU8750320686.75168.113169823 WRU97503207101.459.779.615251953 WRU10-4504503608148.652.5116.7182681015 WRU11-4504503609165.958.6130.2203751132 WRU12-45045036010182.964.7143.8224441247 WRU11-5755753608133.860.4105.1196851094 WRU12-5755753609149.567.5117.4219731221 WRU1

11、3-5755753601016574.5129.5242241346 WRU11-6006003608131.461.9103.2198971105 WRU12-6006003609147.369.5115.8222131234 WRU13-60060036010162.476.5127.5244911361 WRU18-60060035012220.3103.8172.9327971874 WRU20-60060035013238.5112.3187.2352242013 WRU166504808138.571.3109.6398641661 WRU186504809156.179.5122

12、.3445211855 WRU206505408153.778.1120.2560022074 WRU236505409169.487.3133610842318 WRU2665054010187.496.2146.9690932559 WRU30-70070055811217.1119.3170.5831392980 WRU32-70070056012236.2129.8185.4908803246 WRU35-70070056213255.1140.2200.3986523511 WRU36-70070055814284.3156.2223.21021453661 WRU39-700700

13、56015303.8166.9238.51096553916 WRU41-70070056216323.1177.6253.71171944170 WRU3275059811215.9127.1169.5973623265 WRU3575060012234.9138.3184.41064163547 WRU3875060213253.7149.4199.21155053837 WRU4075059814282.2166.1221.51199184011 WRU4375060015301.5177.5236.71287244291 WRU4575060216320.8188.9251.81375

14、614570 Z型钢板桩 WRZ16-6356353797123.461.596.9305021610 WRZ18-6356353808140.670.1110.3347171827 WRZ28-63563541911209104.2164.1287852805 WRZ30-63563542012227.3113.3178.4638893042 WRZ32-63563542113245.4122.3192.7689543276 WRZ12-6506503197113.257.888.9196031229 WRZ14-6506503208128.965.8101.2223121395 WRZ34

15、-67567549012224.4118.9176.1846573455 WRZ37-67567549113242.3128.4190.2913273720 WRZ38-675675491.513.5251.3133.1197.2946993853 WRZ18-685685401914477.4113373351862 WRZ20-68568540210159.485.7125.2413042055 L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/m WRL1.5700100321.430.6724145 WRL2700150322.

16、932.71674223 WRl37001504.535502469329 WRL4700180540.457.73979442 WRL57001806.552.775.35094566 WRL6700180757.181.65458606 S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/m WRS46002603.531.241.75528425 WRS5600260436.648.86703516 WRS6700260545.357.77899608 WRS87003205.55370.712987812 WRS97003206.

17、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/m WRX600-106006010144.868.2113.6396132 WRX600-116006111158.574.7124.4435143 WRX600-126006212172.181.1135.1474153 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/mcm WRGI-175069542.456.62029753.7 WRGI-275079649.666.1

18、23411393.7 WRGI-375089756.875.726613043.7 WRGII-165068040.562.41907583.1 WRGII-265088253.98324710133.1 型号规格截面面积重量 SectionDimensionSectionalAreaUnitWeight W1W2H1H2T每桩每米墙每桩 mmmmmmmmmmcm2cm2/mKg/m LWU400100104004501001301072.2180.556.68 LWU400150104004501501801079.9199.862.72 LWU40018010400450180210108

19、4.5211.366.33 LWU500150105005501501801089.9179.870.57 LWU500200105005502002301097.519576.54 LWU50021010500550210240109919877.72 LWU600130106006501301601096.8161.375.99 LWU6001801060065018021010104.5174.282.03 LWU6002101060065021024010109181.785.57 LWU6002701060065027030010118.3197.292.87 LWU65013010

20、65070013016010101.8156.6279.91 LWU6501801065070018021010109.5168.585.96 LWU6502101065070021024010114175.389.49 LWU6502771065070027730510124190.897.34 LWU6503001065070030033010128196.9100.48 LWU6503901065070039042010141.7218111.23 LWU400100124004501001301285.4213.567.07 LWU400150124004501501801294.62

21、36.574.23 LWU4001801240045018021012100.2250.578.66 LWU5001501250055015018012106.6213.283.65 LWU5002001250055020023012115.8231.690.9 LWU5002101250055021024012117.6235.292.32 LWU6001301260065013016012114.8191.390.15 LWU6001801260065018021012124.1206.897.4 LWU6002101260065021024012129.6216101.74 LWU600

22、2701260065027030012140.6234.3110.4 LWU6501301265070013016012121186.294.95 LWU6501801265070018021012130.1200.2102.11 LWU6502101265070021024012135.6208.6106.45 LWU6502701265070027030012146.6225.5115.11 LWU6503001265070030033012152.2234.2119.45 LWU6503901265070039042012168.7259.5132.45 LWU4001501440045

23、015018014111.227887.26 LWU4001801440045018021014117.629492.32 LWU5001501450055015018014125.3250.698.36 LWU5001801450055018021014131.7263.4103.42 LWU5002101450055021024014138.2276.4108.47 LWU6001301460065013016014135225105.94 LWU6001801460065018021014145.7242.8114.41 LWU6002101460065021024014152.2253

24、.7119.9 LWU6002701460065027030014165.2275.3129.68 LWU6501301465070013016014142.1218.6111.55 LWU6501801465070018021014152.7234.9119.9 LWU6502101465070021024014159.2244.9124.96 LWU6502701465070027030014172.2264.9135.18 LWU6503001465070030033014178.5274.6140.12 型号规格截面面积重量 SectionDimensionSectionalAreaU

25、nitWeight W1W2HT每桩每米墙每桩每米墙 mmmmmmmmcm2cm2/mKg/mKg/m2 LWZ8A350400150851.6147.440.51115.74 LWZ8B7508006008107.6143.584.47112.63 LWZ10A3504001501064182.850.24143.54 LWZ10B75080060010134178.6105.19140.25 LWZ12A3504001501276.2217.759.82170.91 LWZ12B75080060012160.2213.6125.76167.68 LWZ14A3504001501488.22

26、5269.24197.83 LWZ14B75080060014186.2248.3146.17194.89 LWZ25550600310987.7159.567.3122.4 LWZ275506003109.590.3164.270.9128.9 LWZ114RD610660340882.8135.765106.6 LWZ1286106603409.597.9160.576.8125.9 LWZ14161066034010.5107.7176.684.6138.7 LWZ14861066034011112.6184.688.4144.9 LWZ1367073042713148.2221.211

27、6.3173.5 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TYPEwhtArea WIxZxmmmmmmcm2/m kg/m2cm4/mcm3/mSLU5-16001509.5119.7 88.84500529U型SLU5-260015010126.1 1208740874U型SLU6-1600280690 10810600880U型SLU7-1600300693.4 150168001340U型SLU7-2600340698 146228001520U型SLU7-3600360699.6 190386002270U型 SLZ13-16703039.5137 185416002

28、250U型 210630003150U型 SLZ13-27703449126 240860003820U型 103130001000U型SLZ13-357526010.8150.3 136324001800U型SLZ14-167030410.5149 177576002700U型SLZ14-27703459.5132 U型转角 SLZ14-377034510137 145120901175U型挡土 9610500902帽型 SLZ17-35753708.5142.8 备注 SLZ17-45753709148.2 理论 重量惯性矩截面模数 WIxZx SLZ17-55753509.5149 kg

29、/m2cm4/mcm3/m 9610500902帽型 SLZ14-47004207112.8 126244001610帽型 1208740874U型 SLZ14-56503208127.4 150168001340U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 每米墙面参数 单根参数 ZxArea

30、 AWIxZx cm3cm2/mkg/m2cm4/mcm3/m 3550535.24201580007100 3870573.64501860007740 43706124802170008750 2500346.3272843004170 2860398.73131110004770 37104513531440006190 备注 理论 重量惯性矩截面模数 WIxZx kg/m2cm4/mcm3/m 1208740874U型 150168001340U型 146228001520U型 190386002270U型 210630003150U型 172402902310U型 103130001

31、000U型 类型 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/m2 GQNS-16002009155.929866.711493.34122.38 GQNS-16002008138.5826696.771334.84108.78 GQNS-265025012223.9560145.082405.8175.8 GQNS-265025011205.2955383.362215.33161.15 GQNS-1H9003108124.8118236.061176.5297.98 GQNS-1H900309

32、7109.2115954.61032.6685.73 GQNS-2H9003509147.6622628.411521.62115.92 GQNS-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 AU1675041111.59.314786.3115 A715189119 AU1875044110.59.115088.5118 AU20750444121016596.912

33、9 AU2175044512.510.316999.7133 AU23750447139.5173102.1136 AU2575045014.510.2188110.4147 AU267504511510.5192113.2151 PU66002267.56.49745.676 PU86002808811654.591 PU126003609.8914066.1110 PU1210/10600360101014869.9116 PU18-1.060043010.28.415472.6121 PU1860043011.2916376.9128 PU22-1.060045011.1917481.9

34、137 PU2260045012.19.518386.1144 PU28-1.060045214.29.720797.4162 PU2860045415.210.1216101.8170 PU3260045219.511242114.1190 L3S 50040014.11020178.9158 PU6R 6002806689.542.270.3 PU7R 6002806.56.394.144.373.9 PU8R 6002807.56.9103.348.781.1 PU9R 60036076.410549.582.5 PU10R 60036087114.253.889.7 PU11R6003

35、6097.6123.458.196.9 PU13R675400107.4123.865.697.2 PU14R675400118133.170.5104.5 PU15R675400128.6142.375.4111.7 AZ126703028.58.512666.199 ZA136703039.59.513772107 AZ1467030410.510.514978.3117 AZ17 6303798.58.513868.4109 AZ18 6303809.59.515074.4118 AZ19 63038110.510.516481129 AZ25 6304261211.218591.514

36、5 AZ26 6304271312.219897.8155 AZ28 6304281413.2211104.4166 AZ46 5804811814291132.6229 AZ48 5804821915307139.6241 AZ50 5804832016322146.7253 AZ12-770 7703448.58.512072.694 AZ13-770 7703449912676.199 AZ14-770 7703459.59.513279.5103 AZ14-770- 10/10 770345101013782.9108 AZ17-7007004198.58.513373.1104 AZ

37、18-7007004209913976.5109 AZ19-7007004209.59.514680114 AZ20-700700421101015283.5119 AZ37-7007004991712.2226124.2177.4 AZ39-7007005001813.2240131.9188.4 AZ41-7007005011914.2254139.5199.4 AZ13-10/10670304101014375.2112 AZ18-10/10630381101015777.8123 惯性矩截面模数 MomentofInertiaModulusofInertia 每米墙每桩每米墙每桩每米墙

38、 Kg/m2cm4cm4/mcm3cm3/m 141.717007490295749 156.83660175704301170 重量 UnitWeight 165.85200258505101435 141.14230182605551215 153.17450334807251675 155.48200371207601765 126.63540138705901065 136.76730274508051525 142.69170379309301805 154.8152606438011752385 122.93690140006451075 132.37030276908751535 137.795903825010151820 149.75166256824013072468 154.6198808093014152695 171.13417014093018103615 167.719708830340883 185.64260208705051390 196.76080307906001710 167.34920216806501445 181.887103989085