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1、常常用用鋼鋼材材理理論論重重量量表表名名稱稱規(guī)規(guī)格格Kg/MKg/M名名稱稱規(guī)規(guī)格格Kg/MKg/M名名稱稱規(guī)規(guī)格格Kg/MKg/M名名稱稱規(guī)規(guī)格格Kg/M2Kg/M2名名稱稱規(guī)規(guī)格格Kg/MKg/M名名稱稱 規(guī)規(guī)格格Kg/MKg/M工工字字鋼鋼工工101011.21611.216槽槽鋼鋼5 55.4405.440角角鋼鋼2542541.4591.459鋼鋼板板=1=17.8507.850H H型型鋼鋼15015071015015071031.9031.90鋼鋼管管Dg15Dg151.2601.260工工121213.98713.9876.36.36.6346.6343043041.7861.
2、786=1.5=1.511.78011.78020020081220020081250.5050.50Dg20Dg201.6301.630工工12.612.614.22314.2238 88.0458.0454044042.4222.422=2=215.70015.700248124582481245825.8025.80Dg25Dg252.4202.420工工141416.89016.890101010.00710.0075055053.7003.700=2.5=2.519.63019.630250125692501256929.7029.70Dg32Dg323.1303.130工工1616
3、20.51320.513121212.05912.0595065064.4654.465=3=323.55023.55025025091425025091472.4072.40Dg40Dg403.8403.840工工181824.14324.14312.612.612.31812.3185655654.2514.251=4=431.40031.4002502551414250255141482.2082.20Dg50Dg504.8804.880工工20a20a27.92927.92914a14a14.53514.5356066065.4205.420=5=539.25039.250294200
4、81229420081257.3057.30Dg70Dg706.6406.640工工20b20b31.06931.06914b14b16.73316.7336356354.8224.822=6=647.10047.1002943021212294302121285.0085.00Dg80Dg808.3408.340工工22a22a33.07033.07016a16a17.24017.2406366365.7215.721=8=862.80062.8003001506.593001506.5937.3037.30Dg100Dg10010.85010.850工工22b22b36.52436.524
5、161619.75219.7527067066.4066.406=10=1078.50078.5003003001015300300101594.5094.50Dg125Dg12515.04015.040工工24a24a37.47737.47718a18a20.17420.1747077077.3987.398=12=1294.20094.20030030515153003051515106.00106.00Dg150Dg15017.81017.810工工24b24b41.24541.245181823.00023.0007087088.3738.373=14=14109.900109.900
6、34025091434025091479.7079.70鍍鍍鋅鋅管管Dg15Dg151.3101.310工工25a25a38.10538.10520a20a22.63722.6377567566.9056.905=16=16125.600125.60034434810163443481016115.00115.00Dg20Dg201.7001.700工工25b25b42.03042.03021a21a25.77725.7777587589.0309.030=18=18141.300141.30035017571135017571150.0050.00Dg25Dg252.5302.530工工28
7、a28a43.49243.49222a22a24.99924.9998068067.3767.376=20=20157.000157.00039030010163903001016107.00107.00Dg32Dg323.2703.270工工28b28b47.88847.888222228.45328.4538088089.6589.658=22=22172.700172.70039619971139619971156.7056.70Dg40Dg404.0104.010工工30a30a48.08448.08424b24b30.62830.6288010801011.87411.874=25=
8、25196.300196.30040020081340020081366.0066.00Dg50Dg505.1005.100工工30b30b52.79452.79425a25a27.41027.4109069068.3508.350=28=28219.800219.80044030011184403001118124.00124.00Dg70Dg706.9306.930工工30c30c57.50457.50425b25b31.33531.33590890810.94610.946=30=30235.500235.50045020091445020091476.5076.50Dg80Dg808.
9、7108.710工工32a32a52.71752.71725c25c35.26035.2609010901013.47613.476=32=32251.200251.20048230011154823001115115.00115.00Dg100Dg10011.34011.340工工32b32b57.74157.74128a28a31.42731.4279012901215.94015.940=36=36282.600282.60048830011184883001118129.00129.00Dg150Dg15018.61018.610工工32c32c62.76562.76528b28b35
10、.82335.823100610069.3669.366名名稱稱規(guī)規(guī)格格菱菱形形5002001016500200101689.6089.60螺螺紋紋鋼鋼12120.8880.888工工36a36a60.03760.03728c28c40.21940.2191008100812.27612.276Kg/M2Kg/M258230012175823001217137.00137.0014141.2101.210工工36b36b65.68965.68930a30a34.46334.463100101001015.12015.120花花紋紋板板=2.5=2.521.60021.6005883001220
11、5883001220151.00151.0016161.5801.580工工36c36c71.34171.34130b30b39.17339.173100121001217.89817.898=3=325.60025.6005961991015596199101595.1095.1018182.0002.000工工40a40a67.59867.59830c30c43.88643.8861108110813.53213.532=3.5=3.529.50029.50060020011176002001117106.00106.0020202.4702.470工工40b40b73.87873.878
12、32a32a38.08838.088110101101016.69016.690=4=433.40033.40070030013247003001324185.00185.0022222.9802.980工工40c40c80.15880.15832b32b43.10743.107110121101219.78219.782=4.5=4.537.30037.30070030013247003001324185.00185.0025253.8503.850工工45b45b87.48587.48532c32c48.13148.1311258125815.50415.504=5=542.30042.3
13、00鋼鋼軌軌38K38K38.7338.7328284.8304.830工工45c45c94.55094.55036a36a47.81447.814125101251019.13319.133=5.5=5.546.20046.20043K43K44.6544.6532326.3106.310工工56b56b115.108115.10836b36b53.46653.466125121251222.69622.696=6=650.10050.10050K50K51.5151.5136367.9907.990工工56c56c123.900123.90036c36c59.11859.118140101
14、401021.48821.488=8=866.80066.800QU80QU8063.6963.6940409.8709.870工工63b63b131.298131.29840a40a58.92858.928140121401225.52225.522名名稱稱規(guī)規(guī)格格扁扁豆豆形形鋼鋼材材理理論論重重量量簡簡易易計計算算方方法法工工63c63c141.189141.18940b40b65.20465.204140141401429.49029.490Kg/M2Kg/M2圓圓鋼鋼：每每米米重重量量（KgKg）=.00617=.00617直直徑徑直直徑徑40c40c71.48871.48814016
15、1401633.39333.393花花紋紋板板=2.5=2.522.60022.600方方管管：每每米米重重量量（KgKg）=.00785=.00785邊邊寬寬邊邊寬寬線線材材6.56.50.2600.260圓圓鋼鋼25253.8503.850160121601229.39129.391=3=326.60026.600六六角角鋼鋼：每每米米重重量量（KgKg）=.0068=.0068對對邊邊直直徑徑對對邊邊直直徑徑880.3950.39530305.5505.550160141601433.98733.987=3.5=3.530.50030.500八八角角鋼鋼：每每米米重重量量（KgKg）=.
16、0065=.0065對對邊邊直直徑徑對對邊邊直直徑徑圓圓鋼鋼10100.6170.61732326.3106.310160161601638.51838.518=4=434.40034.400螺螺紋紋鋼鋼：每每米米重重量量（KgKg）=.00617d0=.00617d0直直徑徑d0d0直直徑徑12120.8880.88836367.9907.990180141801430.58930.589=4.5=4.538.30038.300*角角鋼鋼：每每米米重重量量（KgKg）=.00785=.00785（邊邊寬寬邊邊寬寬邊邊厚厚）邊邊厚厚14141.2101.21040409.8709.870180
17、161801643.54243.542=5=542.30042.300扁扁鋼鋼：每每米米重重量量（KgKg）=.00785=.00785厚厚度度邊邊寬寬16161.5801.580424211.99011.990180181801848.63448.634=5.5=5.546.20046.200無無縫縫鋼鋼管管：每每米米重重量量（KgKg）=.02466=.02466壁壁厚厚（外外經(jīng)經(jīng)壁壁厚厚）18182.0002.000454512.48012.480200162001648.68048.680=6=650.10050.100接接縫縫鋼鋼管管：每每米米重重量量（KgKg）=.02466=.0
18、2466壁壁厚厚（外外經(jīng)經(jīng)壁壁厚厚）20202.4702.470484814.21014.210200182001854.40154.401=8=865.80065.800中中厚厚鋼鋼板板：每每米米m2m2 重重量量（KgKg）=.00785=.00785厚厚度度22222.9802.980505015.42015.420200202002060.05660.056=8=865.80065.800薄薄鋼鋼板板：每每米米m2m2 重重量量（KgKg）=.00786=.00786厚厚度度24243.5503.550565619.30019.300200242002471.16871.168常用鋼材
19、理論重量表名稱規(guī)格Kg/M名稱規(guī)格Kg/M名稱規(guī)格Kg/M名稱規(guī)格Kg/M2名稱規(guī)格Kg/M名稱規(guī)格工字鋼1011.216槽鋼55.440角鋼2541.459鋼板=17.850H型鋼15015071031.90鋼管Dg15工字鋼1213.987槽鋼6.36.634角鋼3041.786鋼板=1.511.780H型鋼20020081250.50鋼管Dg20工字鋼12.614.223槽鋼88.045角鋼4042.422鋼板=215.700H型鋼2481245825.80鋼管Dg25工字鋼1416.890槽鋼1010.007角鋼5053.700鋼板=2.519.630H型鋼2501256929.70鋼
20、管Dg32工字鋼1620.513槽鋼1212.059角鋼5064.465鋼板=323.550H型鋼25025091472.40鋼管Dg40工字鋼1824.143槽鋼12.612.318角鋼5654.251鋼板=431.400H型鋼250255141482.20鋼管Dg50工字鋼20a27.929槽鋼14a14.535角鋼6065.420鋼板=539.250H型鋼29420081257.30鋼管Dg70工字鋼20b31.069槽鋼14b16.733角鋼6354.822鋼板=647.100H型鋼294302121285.00鋼管Dg80工字鋼22a33.070槽鋼16a17.240角鋼6365.7
21、21鋼板=862.800H型鋼3001506.5937.30鋼管Dg100工字鋼22b36.524槽鋼16b19.752角鋼7066.406鋼板=1078.500H型鋼300300101594.50鋼管Dg125工字鋼24a37.477槽鋼18a20.174角鋼7077.398鋼板=1294.200H型鋼3003051515106.00鋼管Dg150工字鋼24b41.245槽鋼18b23.000角鋼7088.373鋼板=14109.900H型鋼34025091479.70鍍鋅管Dg15工字鋼25a38.105槽鋼20a22.637角鋼7566.905鋼板=16125.600H型鋼3443481
22、016115.00鍍鋅管Dg20工字鋼25b42.030槽鋼21a25.777角鋼7589.030鋼板=18141.300H型鋼35017571150.00鍍鋅管Dg25工字鋼28a43.492槽鋼22a24.999角鋼8067.376鋼板=20157.000H型鋼3903001016107.00鍍鋅管Dg32工字鋼28b47.888槽鋼2228.453角鋼8089.658鋼板=22172.700H型鋼39619971156.70鍍鋅管Dg40工字鋼30a48.084槽鋼24b30.628角鋼801011.874鋼板=25196.300H型鋼40020081366.00鍍鋅管Dg50工字鋼30
23、b52.794槽鋼25a27.410角鋼9068.350鋼板=28219.800H型鋼4403001118124.00鍍鋅管Dg70工字鋼30c57.504槽鋼25b31.335角鋼90810.946鋼板=30235.500H型鋼45020091476.50鍍鋅管Dg80工字鋼32a52.717槽鋼25c35.260角鋼901013.476鋼板=32251.200H型鋼4823001115115.00鍍鋅管Dg100工字鋼32b57.741槽鋼28a31.427角鋼901215.940鋼板=36282.600H型鋼4883001118129.00鍍鋅管Dg150工字鋼32c62.765槽鋼28
24、b35.823角鋼10069.366名稱規(guī)格菱形H型鋼500200101689.60螺紋鋼12工字鋼36a60.037槽鋼28c40.219角鋼100812.276Kg/M2H型鋼5823001217137.00螺紋鋼14工字鋼36b65.689槽鋼30a34.463角鋼1001015.120花紋板=2.521.600H型鋼5883001220151.00螺紋鋼16工字鋼36c71.341槽鋼30b39.173角鋼1001217.898花紋板=325.600H型鋼596199101595.10螺紋鋼18工字鋼40a67.598槽鋼30c43.886角鋼110813.532花紋板=3.529.5
25、00H型鋼6002001117106.00螺紋鋼20工字鋼40b73.878槽鋼32a38.088角鋼1101016.690花紋板=433.400H型鋼7003001324185.00螺紋鋼22工字鋼40c80.158槽鋼32b43.107角鋼1101219.782花紋板=4.537.300H型鋼7003001324185.00螺紋鋼25工字鋼45b87.485槽鋼32c48.131角鋼125815.504花紋板=542.300鋼軌38K38.73螺紋鋼28工字鋼45c94.550槽鋼36a47.814角鋼1251019.133花紋板=5.546.200鋼軌43K44.65螺紋鋼32工字鋼56
26、b115.108槽鋼36b53.466角鋼1251222.696花紋板=650.100鋼軌50K51.51螺紋鋼36工字鋼56c123.900槽鋼36c59.118角鋼1401021.488花紋板=866.800鋼軌QU8063.69螺紋鋼40工字鋼63b131.298槽鋼40a58.928角鋼1401225.522名稱規(guī)格扁豆形鋼材理論重量簡易計算方法工字鋼63c141.189槽鋼40b65.204角鋼1401429.490Kg/M2圓鋼：每米重量（Kg）=.00617直徑直徑槽鋼40c71.488角鋼1401633.393花紋板=2.522.600方管：每米重量（Kg）=.00785邊寬邊
27、寬線材6.50.260圓鋼253.850角鋼1601229.391花紋板=326.600六角鋼：每米重量（Kg）=.0068對邊直徑對邊直徑線材80.395圓鋼305.550角鋼1601433.987花紋板=3.530.500八角鋼：每米重量（Kg）=.0065對邊直徑對邊直徑圓鋼100.617圓鋼326.310角鋼1601638.518花紋板=434.400螺紋鋼：每米重量（Kg）=.00617d0直徑d0直徑圓鋼120.888圓鋼367.990角鋼1801430.589花紋板=4.538.300*角鋼：每米重量（Kg）=.00785（邊寬邊寬邊厚）邊厚圓鋼141.210圓鋼409.870角
28、鋼1801643.542花紋板=542.300扁鋼：每米重量（Kg）=.00785厚度邊寬圓鋼161.580圓鋼4211.990角鋼1801848.634花紋板=5.546.200無縫鋼管：每米重量（Kg）=.02466壁厚（外經(jīng)壁厚）圓鋼182.000圓鋼4512.480角鋼2001648.680花紋板=650.100接縫鋼管：每米重量（Kg）=.02466壁厚（外經(jīng)壁厚）圓鋼202.470圓鋼4814.210角鋼2001854.401花紋板=865.800中厚鋼板：每米m2 重量（Kg）=.00785厚度圓鋼222.980圓鋼5015.420角鋼2002060.056花紋板=865.800
29、薄鋼板：每米m2 重量（Kg）=.00786厚度圓鋼243.550圓鋼5619.300角鋼2002471.168花紋板Kg/M1.2601.6302.4203.1303.8404.8806.6408.34010.85015.04017.8101.3101.7002.5303.2704.0105.1006.9308.71011.34018.6100.8881.2101.5802.0002.4702.9803.8504.8306.3107.9909.870每米重量（Kg）=.00617直徑直徑每米重量（Kg）=.00785邊寬邊寬每米重量（Kg）=.0068對邊直徑對邊直徑每米重量（Kg）=.0065對邊直徑對邊直徑每米重量（Kg）=.00617d0直徑d0直徑每米重量（Kg）=.00785（邊寬邊寬邊厚）邊厚每米重量（Kg）=.00785厚度邊寬每米重量（Kg）=.02466壁厚（外經(jīng)壁厚）每米重量（Kg）=.02466壁厚（外經(jīng)壁厚）
常用鋼材理論重量表
