各類(lèi)鋼材重量換算表

1、.鋼材重量換算表名稱(chēng)規(guī)格Kg/M名稱(chēng)規(guī)格Kg/M名稱(chēng)規(guī)格Kg/M名稱(chēng)規(guī)格Kg/M2名稱(chēng)規(guī)格Kg/M名稱(chēng)規(guī)格Kg/M工 1011.216 55.440 25 4 1.459 =17.850150 150 7 10 31.90Dg151.260工 1213.987 6.36.634 30 4 1.786 =1.511.780200 200 8 1250.50Dg201.630工 12.614.223 88.045 40 4 2.422 =215.700248 124 5 825.80Dg252.420工 1416.8901010.007 50 5 3.700 =2.519.630250 125 6

2、 929.70Dg323.130工 1620.5131212.059 50 6 4.465 =323.550250 250 9 1472.40Dg403.840工 1824.143 12.612.318 56 5 4.251 =431.400250 255 14 1482.20鋼管Dg504.880工 20a27.929 14a14.535 60 6 5.420 =539.250294 200 8 1257.30Dg706.640工 20b31.069 14b16.733 63 5 4.822 =647.100294 302 12 12 85.00Dg808.340工 22a33.070 16

3、a17.240 63 6 5.721 =862.800300 150 6.5 937.30Dg10010.850工 22b36.5241619.752 70 6 6.406 =1078.500300 300 10 15 94.50Dg12515.040工 24a37.477 18a20.174 70 77.398鋼板 =1294.200300 305 15 15 106.00Dg15017.810工 24b41.2451823.000 70 8 8.373 =14109.900340 250 9 14 79.70Dg151.310工字鋼工 25a38.105槽鋼 20a22.637角鋼 75

4、6 6.905 =16125.600H 型鋼344 348 10 16115.00Dg201.700工 25b42.030 21a25.777 75 8 9.030 =18141.300350 175 7 11 50.00Dg252.530工 28a43.492 22a24.999 80 6 7.376 =20157.000390 300 10 16 107.00Dg323.270工 28b47.8882228.453 80 89.658 =22172.700396 199 7 1156.70鍍鋅管Dg404.010工 30a48.084 24b30.628 80 1011.874 =2519

5、6.300400 200 8 13 66.00Dg505.100工 30b52.794 25a27.410 90 6 8.350 =28219.800440 300 11 18 124.00Dg706.930工 30c57.504 25b31.335 90 810.946 =30235.500450 200 9 14 76.50Dg808.710工 32a52.717 25c35.260 90 1013.476 =32251.200482 300 11 15 115.00Dg10011.340工 32b57.741 28a31.427 90 1215.940 =36282.600488 300

6、 11 18 129.00Dg15018.610工 32c62.765 28b35.823 100 6 9.366名稱(chēng)規(guī)格菱形500 200 10 1689.60 120.888工 36a60.037 28c40.219 100 812.276Kg/M2582 300 12 17 137.00 141.210工 36b65.689 30a34.463 100 1015.120 =2.521.600588 300 12 20 151.00螺紋鋼 161.580工 36c71.341 30b39.173 100 1217.898花紋板 =325.600596 199 10 15 95.10 182

7、.000工 40a67.598 30c43.886 110 813.532 =3.529.500600 200 11 17106.00 202.470.工 40b73.878 32a38.088 110 1016.690 =433.400700 300 13 24 185.00 222.980工 40c80.158 32b43.107 110 1219.782 =4.537.300700 300 13 24 185.00 253.850工 45b87.485 32c48.131 125 815.504 =542.30038K38.73 284.830工 45c94.550 36a47.814

8、125 1019.133 =5.546.200鋼軌43K44.65 326.310工 56b115.108 36b53.466 125 1222.696 =650.10050K51.51 367.990工 56c123.900 36c59.118 140 1021.488 =866.800QU8063.69 409.870工 63b131.298 40a58.928 140 1225.522名稱(chēng)規(guī)格扁豆形鋼材理論重量簡(jiǎn)易計(jì)算方法工 63c141.189 40b65.204 140 1429.490Kg/M2圓鋼每米重量（ Kg） =.00617 直徑直徑 40c71.488 140 1633.

9、393 =2.522.600方管每米重量（ Kg） =.00785 邊寬邊寬 6.50.260253.850 160 1229.391 =326.600六角鋼每米重量（ Kg） =.0068 對(duì)邊直徑對(duì)邊直徑線材0.395305.550 160 1433.987 =3.530.500八角鋼每米重量（ Kg） =.0065 對(duì)邊直徑對(duì)邊直徑 8 100.617326.310 160 1638.518 =434.400螺紋鋼每米重量（ Kg） =.00617 d0 直徑 d0 直徑 120.888367.990 180 1430.589 =4.538.300* 角鋼每米重量（ Kg）=.00785

10、 （邊寬邊寬邊厚）邊厚 141.210409.870 180 1643.542花紋板 =542.300扁鋼每米重量（ Kg） =.00785 厚度邊寬 161.580圓鋼11.990 180 1848.634 =5.546.200無(wú)縫鋼管每米重量（ Kg） =.02466 壁厚（外經(jīng)壁厚）42圓鋼2.0004512.480 200 1648.680 =650.100接縫鋼管每米重量（ Kg） =.02466 壁厚（外經(jīng)壁厚） 18 202.4704814.210 200 1854.401 =865.800中厚鋼板每米 m2 重量（ Kg） =.00785 厚度 222.9805015.420 200 2060.056 =865.800薄鋼板每米 m2 重量（ Kg） =.00786 厚度 243.5505619.300 200 2471.168.各級(jí)領(lǐng)導(dǎo)干部、管理人員現(xiàn)場(chǎng)