五金材料 每米重量汇总表.docx

镀锌钢管理论重量表公称口径外径一破钢笆加以钢管min公称尺寸ni1.壁呼Iin理论币.tkm壁厚WTI理论审中kfc.'n61/81020.392.50.4681/413.52.250.622.750.73IO3/8172.250.822.750.97151/221.22.751.263.251.45203/426.82.751.633.52.0125133.53.252.4242932H1./442.3X25X】313.78-101÷12483.5X811.254.58502603.54.884.56.16652H275.53.756.644.57.8880388.548.344.759.81100IUiI10.85513.141255I1.O4.515.04S.518.2415061654.517.815.521.方第I管OIBT尺寸厚JX£尺寸耳度S尺寸厚JX(DXB)mm(t)mmkg/m(DXB)mm(t)mmkg/m(DXB)mm(1)mmkg/m12x12100.33002.52.92002.04.548016x1612056702.83.1650235.28601.2066303.034500286.270019x191.50.790040x404.04,46003.06.63001.50.78801.52.2S60408.650020x202.0106002.02.950045974001.2090202.33.46005823加151.07502.53.710075x756.01242902.013800284.173080×8060322b7热轧无缝钢管理论重量表单位3Kg.'m外径33.544.555.56322.1162.1602.7623.0523.3293.5943.847二2.5892.9783.613.7181.0694.4084.735122.8853.3233.7491.1624.5624.9515.327153.1073.5824.0114.4951.9325.3585.771R3.4771.0141.5385.0195.&196.0366.511Si3.7731.3594.9325.1936.(M26.5787.103573.9951.6185.2285.8266.1126.9857.546如4.2174.8775.5246.1596.7827.3927.990&3.54.4765.1795.8696.5187.2117.867«.5084.8095.5676.3137.0177.7688.1779.174701.9575.7406.5117.2698.0158.7499.470735.1795.9996.8077.6028.3859.1569.911?65.4016.2587.1037.9358.7559.56310.358沟6.3637.3808.3859.37810.35811,32612.2811087.768902010.25911.48612.70113.90315.09313311.17812.72514.26115.78317.29418.79215913.42215.29017,14618.98920.82122.63921918.60121.20923.80526.38828,95931.51727323.26226.53629,79733.01636.28339.50832527.75031.66535.56839.15843.33747.20215538.89743.15847.40651.64111741,33915.87150,39054.89712616.77751.91357.03662.1471501«0>30B30单位:Kgftn外径6.5788.591012324.0885.019125.691156.172SO6.9737.4238.2868.699N7.6118.1149.0759.538578.0958.6329.66710.167必8.5769.w10.25910.796阻59.1379.75410.95011,529图9.85810.53011.83812.4737010.17U10.87612.23212.89213.53911.79717.161；310.66011.39412.82413.52114.20515.53718.0527611.IH11.91213.11614,15014.87116,27718.910汨13.22514.15615.98116,87517.75619,48322.78710816.27017.43619.72920.85821.97324.16828.41013320.27821.75124.66226.09827.52230.33435.8091592-1.11626,21029.79131,54833.29336.74643.503”934.06436.59841.62944.12646.61051,54361.25937342.72045.92052.28355.14558.59681.86077.24012551.05654.89762.54266.34670.13777.68492.629班55.86560,07668.J6072,63176.79685,082101.50717759.39163.87372.80177,24681.67990.508108.01812667.21672.33282.46887.51892.555102.592122.51915071.09376.47587.20392.54997.882108.511129.62)18075.90281,65493.12298,837104.540115.909138.499>3083.91790,286102.987109,319115.638128.240153.296>3099.947107.549122.716130.281137.833152.902182.890注，计猝常用型材理论重地计尊公式：三=F×1.×Pn场址Kg：F一断面枳m,7m；.-长度In；P密度*Kgm,其中；F断面积计眸方法；1、方纲F=a:2、钢苻E=3.M16×S(1>-$)D-口径S厚慢3.钠板、扁钢F=a×Sa一宽度潜度；钢材：7.85*10,kgm;铝：2.5-2.95*103钢：8.458.9*103恃铁：6.6-7*103尼龙：1.04-1.15*103o筋理论重量计算用钢筋直径（BnO的平方乘以0.006170.617是圆10纲筋短米取量,钢筋重做及直径（半径）的平方成正比。C=C.617*D*D100米的近M（Kg）=钢筋的且径GnM）X钢筋的直径（叩0×0.00617其实记住建设工程常用的纲筋重盘也很简洁4>6=0.222KK6.5=0.26k8=0.395kg<1.10=0.617k12=0.888kM=1.21k*16=1.58kge18=2.Okg21.=2.47kg22=2.98kg25=3.85kg28=4.837kg中12（含12）以卜和28（含28）的钢笳一般小数点后取三位数，14至中25纲筋一般小数点后取二位数6.5=0.222Kg中8=0.395Kg中IO=Q.617Kg120.888Kg1.4=1.21Kg16=1.58Kg18=2M中20-2.47Kg22=3Kg25=3.86Kg工字钢工字钢理论重量工字钢Kht（公斤/米）规格型号值IEIW>*68-4,5KW11.261I2Q*74<512#141.40t805J14#16.9I6(IK«K»6IM20.513IMr<M*6.518#24.1432OO*100*72(WA27,929200'102*92(MB31.122O1IO*7J522#A33.0722O*112W22*BW52S240*116*824M37.4240*118*1024HB412250*1I6*S25ffA38.105250”18*1025。R42.03270*122*8.5276A42.8270*124*10.527#B47.12X0122*8.52%A43.42M24IQ528WB47.9K83(Xr26*930#A483U>mI2X*I13O*B52.794工字钢理论赃M320*130.94324R52.7320*132*11'32WB57.74!3M)*136*IO防队59.99WrI38*123&B65.64CO*1.42tIO.54CWA67.64(Xb<144*1.2J40WB73.833150*11645M80.4450*152*13.5如87.4500*I却12ScmA63.650（尸I权产1450#BIO1.560*166*12.556#A106.2560*168*14.556#B115630776“36稣A121.6630*178IS634B131、槽钢理论重量表槽钢理论重量规格型号单重50*37*4.55#5.4463*40*1.86.3#6.63565*40*4.86.5#6.780*43*5838.045100*48*5.310«10,007120*53*5.512812.06126*53*5.512.6#12.37140*60*814#A14.53140*60*814#B16.73160*63*6.516#A17.23160*65*8.5168B19.755180*68*718#A20.17180*70*918#B23200*73*720#A22.637200*75*920#B25.777220*77*722tt24.999220*79*922ffB28.453240*78*724#A26.86240*80*924#B30.628250*78*725#A27.41250*80*925#B31.335270*82*7.527#A30,838270*84*9.527#B35.077280*82*7.528#A31.427280*84*9.528#B35.823300*85*7.530,A34.463300*87*9.530#B39.173320*88*832#A38.083320*90*1032,B43.107360*96*936SA47.814360*98*1136#B53.466400*100*10.540#A58.928400*102*12.540,B65.208槽钢理论重量计算钢材理论重量计算的计量单位为公斤（kg）其基本公式为：W（重量，kg）=F（断面积mm2）×1.（长度，m）×P（密度，g/c®3）×1/1000钢的密度为；7.85gc三3,各种钢材理论重量计算公式如下:名称（单位）计算公式符号意义计算举例槽钢（kgm）W=O.00785×hd+2t（b?Cd）+0.349（R2?Cr2）h=高b=腿长d=腰厚t=平均腿厚R=内弧半径r=端瓠半径求80mmX43mm×5mm的槽钢的每In重量.从冶金产品书目中查出该槽钢t为8,R为8,I为4,则每m重量=0.00785×80×5+2×8×（43?C5）+0.349X（82?C42）=8.04kg常用钢材理论重量计算公式名放理论*景(公斤/米)番注WW.制板、带擀W=0.00785ffiJ?1.辆材比限按7.85克便米3计算方的W=O.00785边长2例阚.找材.燃W=O.0061.7x直径22.1值:一股坦号及带a的为3.34曲b的为2.66,带C的为2.26ff1.W=O.0068对边距雁2八角钢W=0.0065x对角距离2倒管w=0.02466型rf.X(外存-壁%等边角钢W=0.00785ii<(2边宽一边厚)3.e伍：段型号及带a的为.326,俯b的为2.44.带c的为2.24不等边用钢W=0.00785m屏*(长边宽+如边宽一边联工字的W=O.00785胺耳X(i+f(股宽MV)WtKw=0.00785x«*x(+e(tt*-RX)4.内各种长度外便均以电米H算密度表材料名称密度(g/cm3)材料名称密度(g/cm3)煤油0.8水1.00玻璃2.60冰0.92铅11.30银10.50酒精0.79水银(和13.60汽油0.75灰口铸铁6.60-7.40软木0.25白口铸铁7.40-7.70锌7.10可锻铸帙7.20-7.40纯铜材8.90铜8.9059.62、65,68黄铜8.50铁7.8680.85、90黄铜8.70钵钢7.8096黄钢8.80工业纯铁7.8759-1、63-3铅黄铜8.50一般碳素纲7.85743铅黄铜8.70优筋破案网7.8590-1锡黄铜8.80碳素工具剂7.8570-1锡黄钢8.54切切钢7.8560-1和62-1锡黄铜8.50镭钢7.8177-2铝黄钢8.6015CrAtti铜7.7467-2.5、66-6-3-2,601-1铝黄铜8.5020Cr.30Cr、40Cr络辆7.82tft黄铜8.5038CrA格钢7.80钛黄铜8.50珞、钥.、保、铝、铭、桂钢7.857-0.2、4-3锡出钢8.80纯铝2.7055-5铸锡青钢8.80格慑钙剂7.803125铸铸青铜8.69珞铝铝铜7.65转篌1.80含铅9高速工具钢8.30工业纯钛(TA1、TA2.TA3)4.50含铅18高速工具钢8.70超硬铝2.850.50青铜8.901.T1特别悟2.7505辂青铜8.90工业纯篌1.7419-2铝吊钢7.606-6-3铸锡钾别8.829-4、10-3-1.5铝含铜7.50硅黄铜、银黄铜、铁黄铜8.5010-4-4KJ¾IH7.46纯饿'阳极爆'电真空像8.85而强度合金钢7.82铿铜、楝镁、探硅合金8.85轴承钢7.81操珞合金8.727铝青铜7.80锌淀(Z0.1,Zn1.Zn2、Z3)7.15被青铜8.30精悴6.8631硅青铜8.4741恃造怦稻合金6.901-3徒晋别8.604-0.5龄造锌铝合金6.751 IftWff1.8.801和铅悌合金11.371.5锚青铜8.80钳阳极板11.335钵百铜8.604-4-2.55育钢8.75金19.305铝吉钢8.204-0.3,4-4-4WWiH8.90变形镁MB11.76薄钢板理论重量厚度(mm)理论(kgmj)19度(mm)理论血量(kgW)厚度mm理论血量(kgmj)0.201.570.755.891.814.130.251.960.806.282.015.700.302.360.907.072.217.270.352.751.7.852.519.360.403.141.18.642.821.980.453.531.29.423.023.550.503.931310.213.225.120.554.321.410.993.527.480.604.711311.783.829.830.655.101.612.563.930.620.705.501.713.354.031.40中厚钢板尺寸重量厚度mm)理论重批S)IJtfi<mm>理论很量IIZ度(mm)理论重附(kgm2)4.535.3316125.6038298.30539.2518141.3040314.005.543.1820157.0042329.70647.1622172.7044345.40754.9524188.4045353.25g62.8025196.2546361.10970.6526204.1048376.80IO78.6028219.8050392.501186.3530235.5052408.201294.2032251.2054423.9013102.1034266.9055431.7514109.9035274.7556439.6015117.7536282.6058455.30热轧等边角钢尺寸及重量计算公式：W(kgm)=0.00785讪原,(2边处边理型号尺寸(mm)长收(m)ft<kg'm)边宽边理220343-90.8391.1452.52534£91.1241.4593303034391.3731.7X63.636345391.6562J632.65444034539I.K52142229764.54534564-12273613693.舞S55034564-122.3323(X593.7704.4655.65634584-122.6243.4464.2516.5686.3634568IO4-123.9074.8225.7217.499.151770456784-124.3725.39754067.3988.3737.575S64-125.8186.9OS78IO7加69.03011.0898805678IO4-1262”7.376&5259.65811.874990678IO124-198.3509.656IO.<M613.47615.<M0IO100678IO1214169.36610.83012,27615.12017.8820.61123.257I1.IIO78IO121441911.92«13.53216.69019.78222.80912，125IO12144-1919.13322.69626.19314140IO1214164-1921.48«25,52229.49033.39316160IO1214166-1924.72929.39133.98738.51818180121416186-1933.15938.38343.54248.634202<X>1416186-I942.SW48.6W>54.401202460.05671.1681.修算钢材理论贸量计篥的计量球位为公斤(kg).其基本公式为：W(ft.ko)-F(断面枳mm2)1.(长咬m)p(¾.gm3)171000情的.畲境为：7.85g,cm3.各种懦M理论成敬计界公式如下：名*(单位)计算公式符号套义MI钢盘条(kgm>W-0.006165ddd=ftmm血径100mm的B1.例,求斑m，I1.h1.fm1.fi).006ie51010三61.65kg螺奴钢(kgm>W-0.00617ddM断面H径mmKiSift12mm的螺奴雄,求何m俗mRR-0.006171212-0.89kg方钢(kgm>MOOO785田aa-14mm边立2Omm的方钢,求出m41.H1.每mItR-0.0078520«20-3.14kg川钢(kgm>W-0.00785bdb.边览mmd-9mm：4：£40mm,呼5mm的底钢，求f>,m，艮晦mfiV=O.00785x40*5=1.57kg六为铜(kgm>W-O.006798ssS-对边距离mm<4If1.iSOfnm的六角钢,求每m>fifit<斛m»|i<=0.6798502=17kg(kgm>W1.O.0065XSXSS对边距离mm对边题离80mm的八角钢,求每mfifR,年mfi1.=0.65802=41.62kg等边角钢(kgm>=000785(d<2b-d>+0215(R2-2r2)b=边宽d=边原R-内Jt半径r=*1.半松求20mE4mm等边角阚的母EUit.从用金产出H1.1.,1.,rtH!411vnX20mm兮边向钢的R为3.5r为1.2,则每m承欢-0.007854(220-4)0.215<3.52-2x1.22)=1.15kg不等边用钢W-0.007&5xdbd).0.215B-长边览求30mm20mm*4mm不等边角蝌的母m(kgm><R2-2r2)b一短边窗Rft.d边用R-从冶金产品1,目中伤出30204不尊边角内线半径纲的R为3.5.r为12则体m正闻r=竭抽半役=000785x(4«(30+20-4>+0,215,(3.52-2122)1.46kg求80mm43mm5mm的W1.蝌的柯m-Rhm长)(kgm)从冶金产丛书日中奄出该精纲t为8.R出例W-0.00785(hd42tb-d)0.349(R-rd=tt,/I=为8.r为4,(kgm>2)1平均槌肛W传mHt-0.00785805*28R=内出半Ii<43-5>+Za弧半径0.349«(82-42)-804kgh海b=求250mm118mm1.0mm的1.字都库m长£1.工字钢W=O00785M(hd÷2t(b-d)*0.615d=KWt=从金网材料手册中杳出读工字iHt为13.R(kgm>(R2-(2)平均槌摩为10,r为5,R-内人半径匣传m'<.0078525010>213r=1M4(118-10)+0.615(102-52)=42.03kg网板W=7.85dd=厚原设4mm的钢板.求好m21.<fft.<kg'm21储m2币小=7.85/4=31.4kgVAtTiD=外佐S=外径为6011wn型原4mm的无缝钢管.求（包括无缝制管及焊接例W=Og2466XS(D-S)验厘4mAK.管）kg-mi三jm<IR-0.024664<6Ot>-552kg钢材理论重量计算刖材理论量计算的计量单位为公斤(kg).其基本公式为:W(.kg>=F(断面积mm2)x1.(长度,m)p(密度，gcm3)×11000各种钢材理论重量计售公式如E：名称胞位)计算公式符号意义计算举例酸钢盘条<kgm)W=0.006165XdXdd=真径mm出径100mm的阿朗.求每mtftfit.Gfmffi=0.006165×1002=61.65kg螺较钢(kgm)W=0.00617×d×dd=断面.直径mm断面直径为12mm的螺纹钢求每mJ丸每E夷尿=0.00617*122=0.89kg方钢<kgm)W=0.785XaXaa=边宽mm边宽20mm的方钢,求fm/量。m'Rft=0.00785×202=3.14kg扁钢<kg/m)W=0.00785Xbdb=边宽mmd=原mm边窕40mm,厚5mm的扁例，求卷mFK1.R.每mJftfi1.=0.00785×40×5=1.57kg六角铜<kg/m>W=0.006798XSXSS=对边距Smm对边距离Somm的六角钢，求每m<.母mSS=0.006798502=17kg八角铜<kg/m)W=0.0065XS×ss=对边即国mm对边距离80mm的A角钢,求每m量.每mM=0.0065×802=41.62kg等边角钢(kg/m)=0.785×d(2b-d)+0.215(R2-2r2>b=边宽d=边厚R=内弧半径r=踹瓠半径求20mm4mm等边角钢的年mR>b从冶金产品书目中杳出4mm*20mm等边角钢的R为3.5.1为1.2,则每m三0.007854<2×20-4)+0.215(3.52-2*1.22)=1.15kg不等边角别<kg/m)W=0.00785d<B+b-d>+0,215(R2-2r2)B=长边宽b=迈边宽d=边厚R=内强半径r=匍孤半径求30mm×20mm*4mm不等边角钢的每m虫；3从冶金产晶书目中改出30×20×4不等边角钢的R为3.5,为1.2,则短m<=0.7854×(30+20-4)*0.215×(3.52-2x1.22)=1.46kg梢钢<kg/m)W=0.00785×hd+2t(b-d>+0.349(R2-r2)h=Ififb=/长d=腰以t=平均腿厚R=内瓠半径r=培班半径求80mm43mm5mm的橇钢的每m水量。从冶金产品书目中查出该梢钢t为8,R为8.r为4,则每m理量=0.00785×80×5+28×<43-5)*0.349(82-42)=8.04kg工字钢(kg/m)W=0.00785×hd+2t(b-d)+0.6151R2-r2>h=高b=腿长d=腋现t=平均胧%R=内效半径r=端一半径求25OmmX1.I8mm10mm的工字钢fmRb从佥属材料手册中杳出该工字钢t为13,R为10,r为5,则年mfi=0.00785×250×10+2×13*(118-10)+0.615X<102-52)=42.03kg钢板(kgm2>W=7.85Kdd=厚厚度4mm的纲板.求每m2垂kt每m2里鼠=7.854=31.4kg刖管(包括无缝纲管及焊接钢管<kg/m)W=0.02466×S(D-S)D=外径S=壁厚外径为60mm壁摩4mm的无缝钢管，求每mfi1.每mw1.=0.02466×4×<60-4)=5.52kgdongdong回答接受率:33.7%2008-09-0411:34检举捌筋的长度乘以削筋的公称质量Jaiq若凡回答接受率:16.1%2008090411:45检举I1.径为D的钢筋的理论或状=的单位是cm.记忆更简沽.君临天下回答接受率:38.5%2008-090411:49检举找个秤,秤一下就出来了！云飞扬【可答接受率:4.6%200899-0411:54检举W=DVV=a23.141.W*D23.1441.W-A2钢筋的半径,V-钢筋的体枳1.-钢筋的长度.D-钢筋的比重=7.8式中的单位黄如尺寸是CM.W的单位就是克.但如尺寸是分米DM则W的单位就是公斤.轻轨理论重量:IB1.尺寸Gm）tH1.1'*-«.,号04头宽腹高杈检KV轨隔底&B!<c,)(kgm)KDEFt9GX5063.5032.1017.1835.7210.305.9011.308.911269.8569.853«,1019.95377012.307.5415.5412.20)579.3779.3742.8622.2243.6513.508.3319.3315.202293.M93.6650.8026.9950.0016.6710.7228.3922.3021249530107.95)07.9560.3330.9557.5519.4512.30;38.3230.10轻轨尺寸允许偏经应符余下去的规定:项目允许-一.»9.12kn15,22.30kg.nHiftA÷1.25-0.75÷1.0-0.5头庭C±1.0±0.75,腰厚In.o-0.2540.75-0.25皮鹿B±2.0±2.0*U>JM'±0.75±0.75蝴孔亚径*1.0-0.75±0.75艘离E±0.5±0.5线孔至轨端距探±1.0±0.75注I及接头夹板接Ii部分的形态必制正珑,七.登曲线计算公式（高程）竖曲线计重公式（高程）外矢曲计口公式：1.=T22R切线长计算公式IT=1.2*R*(1.-IJg)IU1.6畿任点计算公式,H=E+Abs(Q-C)1.+1.凸我任一点计算公式：H-E-Abs(Q-C)M-1.说明：H=所求息高程,E=暧曲&文点用理.Q=起点桩号，C=所求点机91=馥路双坡埴左，计算前坡时用I曲计算后域时用I后，R三1.(i1.-i2)-1.和邻坡段的坡度为I1.和i2.代Ik注为=i2i1.-为正时.1.1.11fttt:»为负.是八阍我，a2.轿曲线诏要求i1.算公式瞪的雄长度或将曲线TKR:(前提：一很小)1.=Ra