五金手册查询表

1、共享知识分享快乐金属材料理论重量表JINSHU CAILIAO LILUNZHONGLIANGBIAO2006年1月编制黑色金属材料理论重量计算公式表1名称单位计算公式附注圆钢、盘条kg/mW=0.006165 X d2d=直径(mm)螺纹钢kg/mW=0.00617 Xd2=断径(mm)方钢kg/mW=0.00785 Xd2d=边宽(mm)扁钢kg/mW=0.00785 X d X bd=边宽(mm) b=M (mm)钢kg/mW=0.006798 X d2d=对边距离(mm)八角钢kg/mW=0.0065 Xd2d=对边距离(mm)等边角钢kg/mW=0.00785 X d X ( 2b-

2、d ) +0.215 ( R-2r 2) b=边宽 d=边厚 R=内弧半径二端弧半径不等边角钢kg/mW=0.00785 Xd (B+b-d) + 0.215 (R-2r 2)B=长边宽b=短边宽d=边厚R=内弧半径二端弧半径槽钢kg/mW=0.00785 X hd+2t ( b-d ) + 0.349 ( F2-r 2)+高b=腿长d=腰厚1=平均腿长R=内弧半径二端弧半径工字钢kg/mW=0.00785 X hd+2t (b-d ) + 0.8584 ( R-r 2)+高b=腿长d=腰厚1=平均腿长R=内弧半径二端弧半径钢板kg/m2W=7.85 X bb”钢管(无缝及 焊接钢管)kg/m

3、W=0.02466 X 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，与实际重量有一定的出入 (误差一般约为0.20.7%之间)，只能作为估算时的参考。槽钢理论重量表型号尺寸（mm）理论重量（kg/m）备注高度（h）腿宽度（b）腰厚度（d）6.363404.86.7098804358.04510100485.310.00712.6126535.512.31814a14058614.53514b 114060816.73316a160636.517.24016160658.519.75218a 1180687.020023

4、.00020a20073722.63720 1200P 75925.77722a22077724.9992222079928.45324a240P 787.026.86024b240809.030.62824c2408211.034.39625a 1250r 80727.41025b25082931.33525c250821135.26027a ;270r 827.530.83827b270849.535.07727c2708611.539.31628a 1280r 827.531.42728b；280849.535.82328c2808611.540.21930a 1300r 857.534

5、.46330b300879.539.17330c3008911.543.88332a32088838.08332b320901043.10732c320921248.13136a36096947.81436b360981153.46636c3601001359.11840a40010010.558.92840b40010212.565.20840c40010414.571.488圆钢直径和方钢边长及理论重量表表1-1圆钢直径d 方钢边长a (mm)理论重量 .(kg/m)圆钢直径d 方钢边长a (mm)理论重量 (kg/m)、圆钢直径d 方钢边长a (mm)理论重量 (kg/m)圆钢力钢圆钢力

6、钢圆钢力钢5.51 0.1860.237*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*315.937.548544.5556.7290.4990.636326.318.049049.9463.5910F 0.6170.785*336.718.559555.6470.85*110.7460.950347.139.0710061.6578.50120.8881.13*35

7、7.559.6210568.9786.5013r 1.0431.3336363611074.6095.00141.2091.54388.9011.2411581.5104151.3881.77409.8712.5612088.7811316P 1.58 12.014210.8713.8512596.33123 171.7832.274512.4815.90130104.20133181.9992.544814.2118.09140120.84154192.2272.825015.4219.63150138.72177 1202.4683.145317.3022.10160157.8320121

8、2.723.46*5518.6523.75170178.18227222.9843.80*5619.3324.61180200.00254 1*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：1、表中的理论重量是按钢的密度为 7.85计算的。2、表中带*者不推荐使用。3、螺纹钢 6、7、8、9、10、12、14、16、18、20、22、25、28、32、36、40 的理论重

9、量同 圆钢的理论重量。工字钢理论重量型号尺寸（mm）理论重量（kg/m）备注高度（h）腿宽度（b）腰厚度（d）10100684.511.26112.6126745.014.22314140805.516.8901616088620.51318180946.524.11320a2001007.027.92920b2001029.031.06922a2201107.533.0722b2201129.536.52425a2501168.038.10525b25011810.042.0328a2801228.543.49228b28012410.547.88832a3201309.552.71732b

10、32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.4245b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.

11、10856c56017016.5123.9063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189越努力越幸运共享知识分享快乐无缝钢管理论重量外 径 mm壁厚(mm)2.533.544.555.566.577.588.599.510理论重量(kg/m)321.822.152.462.763.053.333.593.854.094.324.534.74一一一382.19：2.59：2.983.353.724.074.414.745.055.355.645.92一一丁422.44：2.891 3.353.751 4.164.564.

12、955.335.696.046.386.717.027.321 7.67.88452.623.113.584.044.494.935.365.776.76.566.947.307.657.998.328.63502.93：3.484.014.545.055.556.046.516.977.427.868.298.709.10:9.499.8654一：3.77：4.364.931 5.496.046.587.101 7.618.118.69.089.549.99M0.43 10.8557一4.004.625.235.386.416.997.558.108.639.169.6710.17 10.6

13、5 11.13 11.5960一：4.224.885.52:6.166.787.397.998.589.159.7110.26 10.811.32 11.83 12.3363.5一1 4.48：5.185.87P 6.557.217.878.519.149.7510.3610.95 11.53 12.1M2.65 13.1968一4.815.576.317.057.778.489.179.8610.5；3 11.19 11.8,4 12.47 13.10 13.71 14.370一14.965.756.51P 7.278.018.759.4710.18 1088 11.5612.2312.89

14、 13.54 14.17 14.873一：5.181 6.06.81r 7.608.389.169.9110.6(611.3!9 12.11 12.82 1352 14.21 14.88 15.5476一5.406.267.107.938.759.510.3(611.1,4 11.91 12.67 13.42 14.15 14.37 15.58 16.2883一一6.867.791 8.719.6210.51 11.3!9 12.2(613.12 13.96 14.81562 16.42 17.22 18.0089一一1 7.388.38r 9.3810.3(311.331228 13.22

15、14.16 15.07 15.98 16.78 17.76 18.63 19.4895一一7.98.9810.0411.1()12.1,4 13.1714.1915.19 16.18 17.1618.1319.09 20.03 20.96102一一8.059.671 10.8211.9(313.0!914.21 15.31 16.40 17.48 18.55 19.620.64 21.67 22.69108一一一10.2(6 11.4912.7()13.9()15.0(9 16.27 1744 18.59 19.73 20.86 21.97 23.08 24.17114一一一1085 12.1

16、513.41 14.7：2 159317231847 19.720.91 22.12 23.31 24.48 25.65121一一一11.51 12.9314.3()15.67 17.0：2 18.35 1968 20.99 22.29 23.58 24.86 26.12 27.37127一一一12.1：3 13.5915.01 1648 17.90 19.32 20.7：2 22.123.48 24.8,4 26.19 27.53 28.85133一一一12.7：3 14.261573 1729 18.7!9 20.2；8 21.7,5 23.21 24.66 26.127.52 28.93

17、 30.33140一一一一15.0416.61j 18.24 19.8；3 21.422.96 24.51 26.0，4 27.57 29.08 30.57 32.66146一一一一15.7173719.0(6 20.7：2 22.3(6 24.02562 27.23 2882 30.41 31.98 33.54152一一一一16.3718.1：3 18.87 21.6,23.32 25.0；3 26.73 28.41 30.08 31.74 33.39 35.02159一一一一17.1518.91J 20.8：2 2264 24.45 2624 28.0,2 29.79 31.55 33.2

18、9 35.03 36.75168一一一一一20.122.0，4 2397 2589 27.7!9 29.69 31.57 33.43 35.29 37.13 38.97180一一一一一21.51J 23.725.7,5 27.72987 31.91 33.93 35.95 37.95 39.95 41.92194一一一一一2331 25.627.8：2 30.03228 34.536.738.89 41.0643.23 45.3820329.14 31.533.8；3 36.16 38.47 40.77 43.0645.33 47.5921931.5：2 34.0(6 36.639.12 41

19、.63 44.12 46.61 49.08 51.45245_3823 41.0!9 43.85 46.7649.56 52.38 55.17 57.9527342.64 45.9：2 49.152.28 55.45 58.6:61.73 64.8629953.91 57.41 60.89 64.37 67.83 71.2732558.7,4 62.5,4 66.35 70.14 73.92 77.6835167.67 71.875.91 80.01 84.137781.68 86.190.51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-S)

20、,式中:D为钢管的公称外径(mm) ； S为钢管的公称壁厚(mm) 越努力越幸运共享知识分享快乐花纹钢板理论重量钢板基 本厚度 (mm)纹高(mm)理论重量(kg /m2)菱形扁豆形9扁豆形2.51.02.521.622.63r 1.02.525.626.63.51.02.529.530.541.02.533.434.44.5r 1.02.537.338.35r 1.52.542.342.35.51.52.546.246.26r 1.52.550.150.172.02.559.05882.02.566.865.8钢丝绳理论重量越努力越幸运直径 (mm)天然纤维(kg/100m)人造纤维(kg/

21、100m)6 113.012.7823.122.510 36.135.811143.742.61361.059.51692.490.119 113012722175170直径 (mm)天然纤维(kg/100m)人造纤维(kg/100m)8 122.221.71034.733.91142.0:41.013 158.657.31688.886.81912512222 1168164说明:表中前者为6芯钢丝绳,后者为8芯钢丝绳.等边角钢理论重量型号边宽mm边厚mm理论重量kg /m22030.88941.1452.52531.12441.4593.03031.37341.7863.63631.656

22、42.16352.65444031.85242.42252.9764.54532.08842.73653.36963.98555032.33243.05953.7764.4655.65632.62443.44654.25166.5686.36343.90754.82265.72187.469109.15177044.37255.39766.40677.39888.3737.57555.81866.90577.97689.031011.08988056.21167.376型号边宽mm边厚mm理论重量kg /m88089.65811011.87499068.3579.656810.9461013.4761215.941010069.366710.83812.27610r 15.12 11217.8981420.61116P 23.257111110711.928813.5321016.691219.78214P 22.809112.5125815.5041019.1331222.6961426.193141401021.4881225.5221429.4916P 33.3931161601024.7291229.3911433.9871638.5181818012:33.159 1143