内部文件尸赛外传SDASHANGHAI DESIGN ASSOCIATESSDA-002-05SD2005.09 实施船体结构标准本标准经总工程师批准试行SHANGHAI DESIGN ASSOCIATE S 布HULL STRUCTUREPROFILE SECTIONSSTANDARD常用型材标准SDA-002-05SD第 1 页2005.9共 61 页PROFILE SECTIONS STANDARD常用型材标准说明：本标准仅适用于船体结构图。设计人员在选择型材时应尽可能以此标准为准。HULL STRUCTUREPROFILE SECTIONSSDA-002-05SD第2页STANDARD常用型材标准2005.9共61页常用球扁钢（欧洲标准）a mmt mmc mmr mm球扁钢截面积Area2 cm球扁钢重量Weight Kg/m中和轴距离 ecm惯性矩IX 4 cm剖面模数W cm带板面积Plate area 2 (bp x tp) cm615.54.57.746.080.2437038100715.54.58.746.860.3140141815.54.59.747.650.384314561759.317.310.5461754120717510.58.250.6366759817511.79.190.72715637195.512.49.741.0110468060 (600 M0)1408195.513.810.81.131118879195.515.211.91.24118993722614.611.41.491591110160822616.212.71.631692118922617.814.01.761790126825718.914.82.222477157180925720.716.22.3826091661025722.517.62.522732177928823.618.51.7541052252001028825.620.11.88430623711.528828.622.52.0745992562201031929.022.82.46585330211.531932.325.42.67622232310341032.425.43.09775336824011341034.927.43.25805639112341037.329.33.40835140610371136.128.33.781004445526011371138.730.33.961040747412371141.332.44.121076249310028011401242.633.54.7213194566(715 M4)12401245.535.74.901361359011431346.736.75.541645467130012431349.739.05.731694270113431352.841.55.911741972832012461454.242.56.622078581913461457.445.06.812133484934012491558.846.17.552517994714491565.551.57.942641610143701353.516.569.654.69.253362712101553.516.577.060.59.6435077127840014581881.463.98.3350030158016581889.470.28.725215116661504301562.519.594.173.99.97641101941(750 次0)1762.519.5103.080.610.36665402039HULL STRUCTUREPROFILE SECTIONSSDA-002-05SD第3页STANDARD常用型材标准2005.9共61页_常用角钢(日本标准)a xbX1 / t2mmR1mmR2mm角钢截面积 Area2 cm角钢重量Weight Kg/m中和轴 距离 e (cm)惯性矩Ix4 cm剖面模数Wx3 cm带板面积Plate area (bpXtp) cm265 65 68.54.07.535.910.5319131.933.6(420 8)75 75 98.56.012.699.961.1736958.2100 00 1010.07.019.014.91.32103011961(610 10)130 30 1212.08.529.7623.42.732417236150 50 1214.09.034.7727.32.45415333191.5(610 15)150 50 1514.010.042.7433.62.914765395100 75 710.05.011.879.320.7167472.561(610 10)100 75 1010.07.016.513.01.0686096.2125 75 710.05.013.6210.71.12111097.2125 75 1010.07.019.014.91.581420130150 90 912.06.020.9416.41.26249018191.5(610 15)150 90 1212.08.527.3621.51.713060230200 90 9/1414.07.029.6623.32.775870340250 M0M0/1517.08.537.4729.44.2310300494250 M0M2/1617.08.542.9533.74.6011000540300 W0M1/1619.09.546.2236.35.8916400678300 M0M3/1719.09.552.6741.36.3417600743350 X|00 XI2/1722.011.057.7445.38.0625900961400 M00 M1.5/1624.012.061.0947.99.45342001120400 M00 M3/1824.012.068.5953.810.11367001230450 M25 M1.5/1824.012.073.1157.412.37512001570500 M50 M1.5/1824.012.083.3665.415.08904002020梢形舱壁剖面模数计算公式J LWx= _ I - _GOOD p单位均为HULL STRUCTUREPROFILE SECTIONSSDA-002-05SD第4页STANDARD常用型材标准2005.9共61页常用扁钢 FLAT BARD Xtmm截面积Area2 cm重量Weight Kg/m剖面模数Wx3 cm惯性矩Ix4 cm带板面积Plate area (bpXtp) cm2说明75 96.85.301913635常用于上层建筑局部短加强100 10107.853532235常用于局部短加强（当加强筋长度小于约1.2米时采用）150 M01511.787395635常用作轻围壁和强框架的扶强材150 M21814.1390122860常用作轻围壁的扶强材和基座下的加强150 M62418.84117155260常用作强肋骨，强横梁，甲板纵桁等的面板200 M22418.84154269560常用作轻围壁的扶强材和强肋骨，强横梁， 甲板纵桁等的面板200 M42821.95188341890常用作强肋骨，强横梁，甲板纵桁等面板强肋骨，强横梁，甲板纵桁等的面板面积S可参考下式要求取：0.00417dw X St S 204031.40261455090250 M64031.40321696290250 205039.25393826490300 206047.105501344790300 257558.886731578990常用圆形支柱 PILLARD Xt