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1、常用钢材理论重量表(全) 2009-05-27 常用钢材理论重量表名称规格Kg/M名称规格Kg/M名称规格Kg/M名称规格Kg/M2名称规格Kg/M名称规格Kg/M工字钢工1011.216 槽钢55.440 角钢2541.459 钢板=17.850 H型钢15015071031.90 钢管Dg151.260 工1213.987 6.36.634 3041.786 =1.511.780 20020081250.50 Dg201.630 工12.614.223 88.045 4042.422 =215.700 2481245825.80 Dg252.420 工1416.890 1010.007 5
2、053.700 =2.519.630 2501256929.70 Dg323.130 工1620.513 1212.059 5064.465 =323.550 25025091472.40 Dg403.840 工1824.143 12.612.318 5654.251 =431.400 250255141482.20 Dg504.880 工20a27.929 14a14.535 6065.420 =539.250 29420081257.30 Dg706.640 工20b31.069 14b16.733 6354.822 =647.100 294302121285.00 Dg808.340 工
3、22a33.070 16a17.240 6365.721 =862.800 3001506.5937.30 Dg10010.850 工22b36.524 1619.752 7066.406 =1078.500 300300101594.50 Dg12515.040 工24a37.477 18a20.174 7077.398 =1294.200 3003051515106.00 Dg15017.810 工24b41.245 1823.000 7088.373 =14109.900 34025091479.70 镀锌管Dg151.310 工25a38.105 20a22.637 7566.905
4、=16125.600 3443481016115.00 Dg201.700 工25b42.030 21a25.777 7589.030 =18141.300 35017571150.00 Dg252.530 工28a43.492 22a24.999 8067.376 =20157.000 3903001016107.00 Dg323.270 工28b47.888 2228.453 8089.658 =22172.700 39619971156.70 Dg404.010 工30a48.084 24b30.628 801011.874 =25196.300 40020081366.00 Dg505
5、.100 工30b52.794 25a27.410 9068.350 =28219.800 4403001118124.00 Dg706.930 工30c57.504 25b31.335 90810.946 =30235.500 45020091476.50 Dg808.710 工32a52.717 25c35.260 901013.476 =32251.200 4823001115115.00 Dg10011.340 工32b57.741 28a31.427 901215.940 =36282.600 4883001118129.00 Dg15018.610 工32c62.765 28b35
6、.823 10069.366 名称规格菱形500200101689.60 螺纹钢120.888 工36a60.037 28c40.219 100812.276 Kg/M25823001217137.00 141.210 工36b65.689 30a34.463 1001015.120 花纹板=2.521.600 5883001220151.00 161.580 工36c71.341 30b39.173 1001217.898 =325.600 596199101595.10 182.000 工40a67.598 30c43.886 110813.532 =3.529.500 600200111
7、7106.00 202.470 工40b73.878 32a38.088 1101016.690 =433.400 7003001324185.00 222.980 工40c80.158 32b43.107 1101219.782 =4.537.300 7003001324185.00 253.850 工45b87.485 32c48.131 125815.504 =542.300 钢轨38K38.73284.830 工45c94.550 36a47.814 1251019.133 =5.546.200 43K44.65326.310 工56b115.108 36b53.466 1251222
8、.696 =650.100 50K51.51367.990 工56c123.900 36c59.118 1401021.488 =866.800 QU8063.69409.870 工63b131.298 40a58.928 1401225.522 名称规格扁豆形钢材理论重量简易计算方法工63c141.189 40b65.204 1401429.490 Kg/M2圆钢每米重量(Kg)=.00617直径直径40c71.488 1401633.393 花纹板=2.522.600 方管每米重量(Kg)=.00785边宽边宽线材6.50.260 圆钢253.850 1601229.391 =326.60
9、0 六角钢每米重量(Kg)=.0068对边直径对边直径80.395 305.550 1601433.987 =3.530.500 八角钢每米重量(Kg)=.0065对边直径对边直径圆钢100.617 326.310 1601638.518 =434.400 螺纹钢每米重量(Kg)=.00617d0直径d0直径120.888 367.990 1801430.589 =4.538.300 *角钢每米重量(Kg)=.00785(边宽边宽边厚)边厚141.210 409.870 1801643.542 =542.300 扁钢每米重量(Kg)=.00785厚度边宽161.580 4211.990 1801848.634 =5.546.200 无缝钢管每米重量(Kg)=.02466壁厚(外经壁厚)182.000 4512.480 2001648.680 =650.100 接缝钢管每米重量(Kg)=.02466壁厚(外经壁厚)202.470 4814.210 2001854.401 =865.800 中厚钢板每米m2 重量(Kg)=.00785厚度222.980 5015.420 2002060.056 =865.800 薄钢板每米m2 重量(Kg)=.00786厚度243.550 5619.300 2002471.168 【打印】【关闭】