拉森钢板桩技术参数

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 宽高厚度截面积理论 重量惯性矩截面模数 BHtArea A WIxZx mmmmmmcm2kg/mcm4cm3 住住友友金金属属 /SKSP/SKSP SKSP-IA40085845.2135.559888 SKSP-II40010010.561SKSP-IIA4001209.255.0143.21460160 SKSP-III4001251376.42602220223 SKSP-IIIA40015013.174.458.42790250 SKSP-IV40017015.596.9976.14670362 SKSP-IVA40018516.194.21745300400 SKSP-VL50020024.3133.81057960520 SKSP-VIL50022527.615312011400680 SKSP-SX1060013010.378.761.82110203 SKSP-SX1860018013.4103.981.65220376 SKSP-SX2760021018135.31068630539 SKSP-C400151.5/1231376.460 SM-J60020013111.287.37250705 SKSP-10H90023010.811086.49430812 新新日日铁铁 FSP,NSP,FSP,NSP, YSP/JFEYSP/JFE 技技术术参参数数 相相同同 型 号 截面尺寸单根参数 宽高厚度截面积理论 重量惯性矩截面模数 BHtArea A WIxZx mmmmmmcm2kg/mcm4cm3 NSP-10H90023010.811086.49430812 NSP-25H90030013.2144.4113220001450 FSP-II40010010.561FSP-III4001251376.42602220223 FSP-IV40017015.596.9976.14670362 FSP-VL50020024.3133.81057960520 FSP-VIL50022527.615312011400680 NSP-IIw60013010.378.761.82110203 NSP-IIIw60018013.4103.981.65220376 NSP-IVw60021018135.31068630539 YSP-FL50044.59.578.5761.718445.7 YSP-FXL5004712.798.3677.224560.3 型号 尺寸单根参数 有限幅宽全高厚度截面积理论 重量 A板桩B板桩 WHt1t2Area A W mmmmmmmmcm2kg/m FSP-VLFSP-VL50044524.324.3267.6210 FSP-VILFSP-VL50047127.624.3286.8225 FSP-VILFSP-VIL50049727.627.6306240 NSP-IIIwNSP-IIIw60040413.413.4207.8163 NSP-IVwNSP-IIIw6004351813.4239.2188 NSP-IVwNSP-Ivw6004661818270.6212 韩韩国国现现代代 /KS/KS 型 号 截面尺寸单根参数 宽高厚度截面积理论 重量惯性矩截面模数 BHtArea A WIxZx mmmmmmcm2kg/mcm4cm3 SP-II40010010.561SP-III4001251376.42602220223 SP-IIIA40015013.174.458.42790250 SP-IV40017015.596.9976.14670362 SP-VA50020024.3133.81057960520 SP-VM50017516.5109.6865345383 SP-IIW60013010.378.761.82110203 江江苏苏 顺顺力力 /SLU,SLZ/SLU,SLZ 型号有效幅宽全高厚度截面积理论重量WeightMoment of TYPEwhtAreaperpileper wallInertia mmmmmmcm2/mkg/mkg/m2cm4/m SLU5-16001509.5119.756.4943825 SLU5-260015010126.159.4994050 SLU6-160028069042.2708940 SLU7-1600300693.444739585 SLU7-260034069846.27711525 SLU7-3600360699.646.978.211360 SLZ13-16703039.51377210719700 SLZ13-2770344912676.19922360 SLZ13-357526010.8150.367.911816250 SLZ14-167030410.514978.311721300 SLZ14-27703459.513279.510323300 SLZ14-37703451013782.910824240 SLZ17-35753708.5142.864.511228890 SLZ17-45753709148.266.911630110 SLZ17-55753509.514967.311729760 SLZ14-47004207112.86288.630910 SLZ14-56503208127.46510022049 资资料料整整理理： 陈陈朋朋朋朋 1 18 87 76 66 69 96 65 55 56 66 6 QQ603481026QQ603481026 南南京京万万汇汇 U型钢板桩 新新日日铁铁 FSP,NSP,FSP,NSP, YSP/JFEYSP/JFE 技技术术参参数数 相相同同 型号宽度高度厚度断面积每桩单重每米墙身惯性矩 TypeWidthHeightThickness Sectional area Weight per pile Weight per wall Moment of Inertia mmmmmmCm2/mKg/mKg/ m2Cm4/m WRU7750320571.3425610725 WRU8750320686.75168.113169 WRU97503207101.459.779.615251 WRU10-4504503608148.652.5116.718268 WRU11-4504503609165.958.6130.220375 WRU12-45045036010182.964.7143.822444 WRU11-5755753608133.860.4105.119685 WRU12-5755753609149.567.5117.421973 WRU13-5755753601016574.5129.524224 WRU11-6006003608131.461.9103.219897 WRU12-6006003609147.369.5115.822213 WRU13-60060036010162.476.5127.524491 WRU18- 60060035012220.3103.8172.932797 WRU20- 60060035013238.5112.3187.235224 WRU166504808138.571.3109.639864 WRU 186504809156.179.5122.344521 WRU206505408153.778.1120.256002 WRU236505409169.487.313361084 WRU2665054010187.496.2146.969093 WRU30-70070055811217.1119.3170.583139 WRU32-70070056012236.2129.8185.490880 WRU35-70070056213255.1140.2200.398652 WRU36-70070055814284.3156.2223.2102145 WRU39-70070056015303.8166.9238.5109655 WRU41-70070056216323.1177.6253.7117194 WRU 3275059811215.9127.1169.597362 WRU 3575060012234.9138.3184.4106416 WRU 3875060213253.7149.4199.2115505 WRU 4075059814282.2166.1221.5119918 WRU 4375060015301.5177.5236.7128724 WRU 4575060216320.8188.9251.8137561 Z型钢板桩 WRZ16-6356353797123.461.596.930502 WRZ18-6356353808140.670.1110.334717 WRZ28-63563541911209104.2164.128785 WRZ30-63563542012227.3113.3178.463889 WRZ32-63563542113245.4122.3192.768954 南南京京万万汇汇 WRZ12-6506503197113.257.888.919603 WRZ14-6506503208128.965.8101.222312 WRZ34-67567549012224.4118.9176.184657 WRZ37-67567549113242.3128.4190.291327 WRZ38-675675491.513.5251.3133.1197.294699 WRZ18-685685401914477.411337335 WRZ20-68568540210159.485.7125.241304 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 mmmmmm Kg/mKg/ m2Cm4/mCm3/m WRL1.5700100321.430.6724145 WRL2700150322.932.71674223 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 mmmmmm Kg/mKg/ m2Cm4/mCm3/m WRS46002603.531.241.75528425 WRS5600260436.648.86703516 WRS6700260545.357.77899608 WRS87003205.55370.712987812 WRS97003206.562.683.415225952 直线型钢板桩 型号宽高厚截面积重量G每米墙身惯性矩 mmmmmmcm2/mkg/mkg/m2cm4/m WRX 600-106006010144.868.2113.6396 WRX 600-116006111158.574.7124.4435 WRX 600-126006212172.181.1135.1474 槽桩 型号宽度厚度高每桩每米截面惯性矩 度单重墙身模数 mmmmmmKg/mKg/m2Cm3/mcm4/m WRGI-175069542.456.6202975 WRGI-275079649.666.12341139 WRGI-375089756.875.72661304 WRGII-165068040.562.4190758 WRGII-265088253.9832471013 卢卢森森堡堡 /PU;AZ;A/PU;AZ;A U U 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/ 南南京京万万汇汇 A313277.9104 AU1675041111.59.314786.3115 A715189119 AU1875044110.59.115088.5118 AU20750444121016596.9129 AU2175044512.510.316999.7133 AU23750447139.5173102.1136 AU2575045014.510.2188110.4147 AU267504511510.5192113.2151 PU66002267.56.49745.676 PU86002808811654.591 PU126003609.8914066.1110 PU12 10/10600360101014869.9116 PU18 -1.060043010.28.415472.6121 PU18 60043011.2916376.9128 PU22 -1.060045011.1917481.9137 PU22 60045012.19.518386.1144 PU28 -1.060045214.29.720797.4162 PU2860045415.210.1216101.8170 PU3260045219.511242114.1190 L 3 S50040014.11020178.9158 PU 6R6002806689.542.270.3 PU 7R6002806.56.394.144.373.9 PU 8R6002807.56.9103.348.781.1 PU 9R60036076.410549.582.5 PU 10R60036087114.253.889.7 PU 11R60036097.6123.458.196.9 PU 13R675400107.4123.865.697.2 PU 14R675400118133.170.5104.5 PU 15R675400128.6142.375.4111.7 AZ 126703028.58.512666.199 ZA 136703039.59.513772107 AZ 1467030410.510.514978.3117 AZ 176303798.58.513868.4109 AZ 186303809.59.515074.4118 AZ 1963038110.510.516481129 AZ 256304261211.218591.5145 AZ 266304271312.219897.8155 AZ 286304281413.2211104.4166 AZ 465804811814291132.6229 AZ 485804821915307139.6241 AZ 505804832016322146.7253 AZ12-7707703448.58.512072.694 AZ13-7707703449912676.199 AZ14-7707703459.59.513279.5103 AZ14-770-10/10770345101013782.9108 AZ17-7007004198.58.513373.1104 AZ18-7007004209913976.5109 卢卢森森堡堡 /PU;AZ;A/PU;AZ;A U U 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 德德国国/ /蒂蒂 森森克克虏虏伯伯 Section NameSectionWeightSecondBackWeb with DXF file link momentthicknessthickness of inertia Wycmkg/mkg/mIyts cm/mcm4 /m WallSingle pileWallSingle pileWallmmmm H1105110063310158.1143008.88.8 H1205114065510761.5148209.59.5 H1205K1200690112.564.71560010.210.2 H1255125071911867.91625010.810.8 H1705172098911666.730100109 H1705K170097811767.3297509.59.5 H175517501006120.869.53062510.49.5 H18051800103512571.93150010.89.9 H24052400138014885.14200012.19 H2555K2540146015589.14445012.810 H255525501466158.190.9446251310 H260526001495162.393.34550013.310.3 H180718001260109.376.5378009.29 H250725251768141.4995555011.511.5 H260726001820146.2102.3572001212 H270727051894153107.15940012.712.6 H280727651936156.7109.76083013.113.1 Section NameSectionWeightSecondBackWeb modulusmomentthicknessthickness of inertia Wycmkg/mkg/mIyts cm/mcm4 /m WallSingle pileWallSingle pileWallmmmm L720 (755)2000588128.596.4450001210 L703121041496.467.5242009.58 L703K130042610372.125950109 L703/10/10134043710875.6268001010 L716 (704)1600511114.279.93520010.29.5 L6005101309456.438259.59.5 L600K5401339959.440501010 L6017452517846.8115207.56.4 L6028302658953.4128708.28 L603120033010864.8186009.78.2 卢卢森森堡堡 /PU;AZ;A/PU;AZ;A U U L603K1240340113.568.119220109 L603 10/10126035011669.6195301010 L604n160041512373.830400109 L6052020520139.283.54242012.59 L605K2030537144.586.74263012.210 L605/14.0/9.1220052014788.246200149.1 L606n250060515794.25437514.49.2 L6282780584165.599.36338016.39.8 L607n3200649190114723201910.6 L22/10/10130036913065221001010 L23200052715577.54200011.510 L24250054717587.55250015.610 L24/122550560185.492.75361015.612 L253040562206103638402011.5 L43166048316683349001212 Section NameSectionWeightSecondBackWeb with DXF file linkmodulusmomentthicknessthickness of inertia Wycmkg/mkg/mIyts cm/mcm4 /m WallSingle pileWallSingle pileWallmmmm STU10001,00020310361.813,00010.310 STU18001,80037613681.632,40013.48 STU27002,70053917710656,700189 山山西西 鼎鼎荣荣 /LWU,LWZ/LWU,LWZ 型号规格截面面积 SectionDimensionSectional Area W1W2H1H2T每桩每米墙 mmmmmmmmmmcm2cm2/m LWU400100104004501001301072.2180.5 LWU400150104004501501801079.9199.8 LWU400180104004501802101084.5211.3 LWU500150105005501501801089.9179.8 LWU500200105005502002301097.5195 LWU500210105005502102401099198 LWU600130106006501301601096.8161.3 LWU6001801060065018021010104.5174.2 LWU6002101060065021024010109181.7 LWU6002701060065027030010118.3197.2 LWU6501301065070013016010101.8156.62 LWU6501801065070018021010109.5168.5 LWU6502101065070021024010114175.3 德德国国/ /蒂蒂 森森克克虏虏伯伯 LWU6502771065070027730510124190.8 LWU6503001065070030033010128196.9 LWU6503901065070039042010141.7218 LWU400100124004501001301285.4213.5 LWU400150124004501501801294.6236.5 LWU4001801240045018021012100.2250.5 LWU5001501250055015018012106.6213.2 LWU5002001250055020023012115.8231.6 LWU5002101250055021024012117.6235.2 LWU6001301260065013016012114.8191.3 LWU6001801260065018021012124.1206.8 LWU6002101260065021024012129.6216 LWU6002701260065027030012140.6234.3 LWU6501301265070013016012121186.2 LWU6501801265070018021012130.1200.2 LWU6502101265070021024012135.6208.6 LWU6502701265070027030012146.6225.5 LWU6503001265070030033012152.2234.2 LWU6503901265070039042012168.7259.5 LWU4001501440045015018014111.2278 LWU4001801440045018021014117.6294 LWU5001501450055015018014125.3250.6 LWU5001801450055018021014131.7263.4 LWU5002101450055021024014138.2276.4 LWU6001301460065013016014135225 LWU6001801460065018021014145.7242.8 LWU6002101460065021024014152.2253.7 LWU6002701460065027030014165.2275.3 LWU6501301465070013016014142.1218.6 LWU6501801465070018021014152.7234.9 LWU6502101465070021024014159.2244.9 LWU6502701465070027030014172.2264.9 LWU6503001465070030033014178.5274.6 型号规格截面面积重量 SectionDimensionSectional AreaUnit Weight W1W2HT每桩每米墙每桩 mmmmmmmmcm2cm2/mKg/m LWZ8A350400150851.6147.440.51 LWZ8B7508006008107.6143.584.47 LWZ10A3504001501064182.850.24 LWZ10B75080060010134178.6105.19 LWZ12A3504001501276.2217.759.82 LWZ12B75080060012160.2213.6125.76 LWZ14A3504001501488.225269.24 LWZ14B75080060014186.2248.3146.17 LWZ25550600310987.7159.567.3 LWZ275506003109.590.3164.270.9 LWZ114RD610660340882.8135.765 山山西西 鼎鼎荣荣 /LWU,LWZ/LWU,LWZ LWZ1286106603409.597.9160.576.8 LWZ14161066034010.5107.7176.684.6 LWZ14861066034011112.6184.688.4 LWZ1367073042713148.2221.2116.3 江江苏苏国国强强 /GQNS/GQNS 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-1H9003097109.2115954.61032.6685.73 GQNS-2H9003509147.6622628.411521.62115.92 GQNS-2H9003498131.2623666.981356.27103.04 山山西西 鼎鼎荣荣 /LWU,LWZ/LWU,LWZ 每米墙面参数备注 截面积理论 重量惯性矩截面模数 Area AWIxZx cm2/mkg/m2cm4/mcm3/m 11388.84500529U型 1531208740874U型 137.510810600880U型 191150168001340U型 186146228001520U型 242.5190386002270U型 235.1185416002250U型 267.6210630003150U型 306240860003820U型 131.2103130001000U型 173.2136324001800U型 225.5177576002700U型 U型转角 185.3145120901175U型挡土 122.29610500902帽型 每米墙面参数 备注 截面积理论 重量惯性矩截面模数 Area AWIxZx cm2/mkg/m2cm4/mcm3/m 122.29610500902帽型 160.4126244001610帽型 1531208740874U型 191150168001340U型 242.5190386002270U型 267.6210630003150U型 306240860003820U型 131.2103130001000U型 173.2136324001800U型 225.5177576002700U型 157.112339689直线型 196.7154570121直线型 每米墙面参数 惯性矩截面模数截面积理论 重量惯性矩截面模数 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 单根参数 IxZxArea AWIxZx cm4cm3cm2/mkg/m2cm4/mcm3/m 790003550535.24201580007100 929003870573.64501860007740 10900043706124802170008750 506002500346.3272843004170 664002860398.73131110004770 8650037104513531440006190 每米墙面参数备注 截面积理论 重量惯性矩截面模数 Area AWIxZx cm2/mkg/m2cm4/mcm3/m 1531208740874U型 191150168001340U型 186146228001520U型 242.5190386002270U型 267.6210630003150U型 219.2172402902310U型 131.2103130001000U型 Modulus of Scetion cm3/m 510 540 640 690 745 740 1300 1300 1250 1400 1355 1405 1655 1725 1705 1480 1380 U型钢板桩 截面模数 Modulus of section Cm3/m 670 823 953 1015 1132 1247 1094 1221 1346 1105 1234 1361 1874 2013 1661 1855 2074 2318 2559 2980 3246 3511 3661 3916 4170 3265 3547 3837 4011 4291 4570 1610 1827 2805 3042 3276 Z型钢板桩 1229 1395 3455 3720 3853 1862 2055 截面模数 cm3/m 132 143 153 回转 半径 cm 3.7 3.7 3.7 3.1 3.1 直线型钢板桩 槽桩 每米墙体 kg/ Wall heightSection width hb mmmm 260575 260575 260575 260575 350575 350575 350575 350575 350575 350575 350575 350575 420700 440700 440700 440700 440700 Wall heightSection width hb mmmm 450750 400700 400700 400700 440700 150600 150600 310600 310600 310600 310600 310600 380600 420600 420600 420600 435600 456600 452600 340500 420500 420500 420500 420500 420500 Wall heightSection width hb mmmm 260600 360600 420600 重量惯性矩截面模数 Unit WeightMoment of InertiaModulus of Inertia 每桩每米墙每桩每米墙每桩每米墙 Kg/mKg/m2cm4cm4/mcm3cm3/m 56.68141.717007490295749 62.72156.83660175704301170 66.33165.85200258505101435 70.57141.14230182605551215 76.54153.17450334807251675 77.72155.48200371207601765 75.99126.63540138705901065 82.03136.76730274508051525 85.57142.69