五金手册查询表

-.金属材料理论重量表JINSHUCAILIAOLILUNZHONGLIANGBIAO- .word.zl.-.-.-.word.zl.-.word.zl.20061月编制1名称圆钢、盘条螺纹钢方钢

黑色金属材料理论重量计算公式单位 计算公式 附注㎏/m W=0.006165×d2 d=直径〔㎜〕㎏/m W=0.00617×d2 d=断面直径〔㎜〕㎏/m W=0.00785×d2 d=边宽〔㎜〕W=0.00785×d×b d=边宽〔㎜〕b=扁钢

厚〔㎜〕

㎏/m W=0.006798×d2 d=对边距离〔㎜〕㎏/m W=0.0065×d2 d=对边距离〔㎜〕W=0.00785×[d×〔2b-d〕+0.215〔R2-2r2〕]等边角钢不等边角钢槽钢工字钢

b=边宽 d=边厚 R=弧半径 端弧半径W=0.00785×[d〔B+b-d〕+0.215〔R2-2r2〕]B=长边宽 b=短边宽 d=边厚 弧半径 r=端弧半径W=0.00785×[hd+2t〔b-d〕+0.349〔R2-r2〕]H=高 b=腿长d=腰厚t=平均腿长R=弧半径 r=端弧半径W=0.00785×[hd+2t〔b-d0.8584〔R2-r2〕]H=高 b=腿长d=腰厚t=平均腿长R=弧半径 r=端弧半径钢板 ㎏/㎡ W=7.85×b b=厚钢管〔无缝及焊接 /m钢管〕

W=0.02466×S〔D-S〕 D=外径S=壁厚注：由于型材在制造过程中有允许偏差值，因此用公式计算的理论重量，与实际重量有肯定的出入〔误差一般约为0.2～0.7尺寸〔mm〕型尺寸〔mm〕型号h〕腿宽度〔b〕腰厚度〔d〕理论重量备注〕6.363404.86.7098804358.04510100485.310.00712.6126535.512.31814a14058614.53514b14060816.73316a160636.517.24016160658.519.75218a180687.020023.00020a20073722.6372020075925.77722a22077724.9992222079928.45324a240787.026.86024b240809.030.62824c2408211.034.39625a25080727.41025b25082931.33525c250821135.26027a270827.530.83827b270849.535.07727c2708611.539.31628a280827.531.42728b280849.535.82328c2808611.540.21930a300857.534.46330b300879.539.17330c3008911.543.88332a32088838.08332b320901043.10732c320921248.13136a36096947.81436b360981153.46636c3601001359.11840a40010010.558.92840b40010212.565.20840c40010414.571.488表1-1圆钢直径表1-1圆钢直径d方钢边理论重量长〔㎜〕a〔㎏/m〕圆钢 方钢圆钢直径理论重量d方钢边〔㎏/m〕圆钢直径理论重量长a〔㎜〕圆钢方钢d方钢边〔㎏/m〕长a〔㎜〕圆钢方钢5.50.1860.237*274.495.72*6828.5136.3060.2220.238284.836.157030.2138.476.50.2600.332*295.186.607534.8644.1670.3020.385305.557.068039.4650.2480.3950.502*315.937.548544.5556.7290.4990.636326.318.049049.9463.59100.6170.785*336.718.559555.6470.85*110.7460.950347.139.0710061.6578.50120.8881.13*357.559.6210568.9786.50131.0431.3336363611074.6095.00141.2091.54388.9011.2411581.5104151.3881.77409.8712.5612088.78113161.582.014210.8713.8512596.33123171.7832.274512.4815.90130104.20133181.9992.544814.2118.09140120.84154192.2272.825015.4219.63150138.72177202.4683.145317.3022.10160157.83201212.723.46*5518.6523.75170178.18227222.9843.80*5619.3324.61180200.00254*233.264.15*5820.7426.41190223.00283243.554.526022.1928.26200247.00314253.854.916324.4731.16220298.40-264.175.30*6526.0533.17250385.34-注：17.85计算的。2、表中带*者不推举使用。3、螺纹钢6、7、8、9、10、12、14、16、18、20、22、25、28、32、36、40的理论重量同圆钢的理论重量。工字钢理论重量尺寸〔mm〕尺寸〔mm〕型号 腿宽度h〕〔b〕腰厚度〔d〕理论重量〔kg/m〕备注10100684.511.26112.6126745.014.22314140805.516.8901616088620.51318180946.524.11320a2001007.027.92920b2001029.031.06922a2201107.533.0722b2201129.536.52425a2501168.038.10525b25011810.042.0328a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.4245b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.9063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189无缝钢治理论重量外壁厚〔㎜〕径2.533.544.5 55.566.577.58 8.599.5 10㎜理论重量〔㎏/m〕321.822.152.462.763.05 3.333.593.854.094.324.534.74－－— －382.192.592.983.353.72 4.074.414.745.055.355.645.92－－— －422.442.893.353.754.16 4.564.955.335.696.046.386.717.027.327.6 7.88452.623.113.584.044.49 4.935.365.776.176.566.947.307.657.998.32 8.63502.933.484.014.545.055.556.046.516.977.427.868.298.709.109.499.8654— 3.774.364.935.496.046.587.107.618.11 8.6 9.089.549.9957— 4.004.625.235.386.416.997.558.108.639.169.6760— 4.224.885.526.166.787.397.998.589.159.7163.5— 4.485.185.876.557.217.878.519.149.75121. 68— 4.815.576.317.057.778.489.179.8670— 4.965.756.517.278.018.759.4773— 5.186.0 6.817.608.389.169.9176— 5.406.267.107.938.75 9.583— － 6.867.798.719.62148. 89－－7.388.389.3895－－7.98.98102－－8.059.67196.108－－－114－－－121－－－127－－－1.133－－－261.140－－－－214.146－－－－157.240.152－－－－159－－－－168－－－－－201.180－－－－－277.194－－－－－300.367.203－－－－－－－315.219－－－－－－－366.245－－－－－－－－273－－－－－－－－586.299－－－－－－－－－－325－－－－－－－－－－351－－－－－－－－－－－718.377－－－－－－－－－－－－－861.注：钢管的理论重量〔密度为7.85〕按公称尺寸计算，其计算公式为P=0.02466*S〔D-SDS钢根钢根厚板 纹高〔㎜〕本理论重量〔㎏/㎡〕度 菱扁豆 菱形扁豆〔㎜〕2.5形1.0形2.521.6形22.631.02.525.626.63.51.02.529.530.541.02.533.434.44.51.02.537.338.351.52.542.342.35.51.52.546.246.261.52.550.150.172.02.559.05882.02.566.865.8径(㎜)直径径(㎜)直径自然纤直维人造纤维自然纤维人造纤维(㎏(㎏(㎏(㎏/100m)/100m)/100m)/100m)613.012.7822.221.7823.122.51034.733.91036.135.81142.041.01143.742.61358.657.31361.059.51688.886.81692.490.119125122191301272216816422175170型号22.53.0边宽 边厚 理论重量㎏型号22.53.0边宽 边厚 理论重量㎏㎜202530㎜3.6364406.363343434345345345634563456456/m7707.575810456785678100.8891.1451.1241.4591.3731.7861.6562.1632.6541.8522.4222.9762.0882.7363.3693.9852.3323.0593.774.4652.6243.4464.2516.5683.9074.8225.7217.4699.1514.3725.3976.4067.3988.3735.8186.9057.9769.0311.089型号8边宽 边厚 理论重量㎏㎜80㎜8/m990101001111012.51251414016160181802020010678101267810121416781012148101214101214161012141612141618141618209.65811.8748.359.65610.94613.47615.949.36610.8312.27615.1217.89820.61123.25711.92813.53216.6919.78222.80915.50419.13322.69626.19321.48825.52229.4933.39324.72929.39133.98738.51833.15938.3834354248.63442.89448.6854.40160.0564.5455505.65688805676.2117.3768.5252471.168型号 宽

尺寸(㎜)不等边角钢理论重量理论重尺寸(㎜)理论重不等边角钢理论重量理论重尺寸(㎜)理论重边量 型号长边短边边量厚(㎏/m)宽宽厚(㎏/m)30.91267.5541.17610/6.31006378.7222.5/1.63.2/263.2/232204/2.540254.5/2.85/3.25.6/3.66.3/4

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