各类钢材重量换算表(5页).doc

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1、-各类钢材重量换算表名称规格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 5053.700 =2.519.630 2501

2、256929.70 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22a33.070 16a17.240 636

3、5.721 =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 =16125.600 344348101611

4、5.00 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 Dg505.100 工30b52.794 25a27.4

5、10 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 28b35.823 10069.366 名称规格菱形50

6、0200101689.60 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 6002001117106.00 202.470 工40b73.

7、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 1251222.696 =650.100 50K51.513

8、67.990 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 =326.600 六角钢每米重量（Kg）=.0068对边直径

9、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

10、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 -第 5 页钢材重量换算表各级领导干部、管理人员现场监督卡工程项目：110kV陂西变电站工程姓名职务监督时间监督地点工作负责人现场监护人监督情况发现问题整改要求注：1、督查情况：对督查全过程进行简要说明。2、发现问题：督查现场存才哪些安全隐患、违章现象。3、整改要求：提出整改要求和措施，限期整改。4、按照领导联系基层单位分工表各分公司领导每月检查不少于两次。