常用黑色金属材料.doc

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1、常用黑色金属材料钢板单位朿戢表钢板每平方米重量表花纹钢板每平方米重量表圆钢单位垂量表热轧圆钢每米重量表冷拉圆钢每米重量表热轧扁钢每米重量表角钢单位重最表热轧等边角钢每米垂量表热轧不等边角钢每米重量表一、钢板单位重量表钢板每平方米雨帚:表厚度理论重量厚度理论重量厚度理论重量厚度理论重量（毫米）（公斤）（毫米）（公斤）（毫米）（公斤）B（公斤）0.201.5700.705.4951.6012.564.0031.400.251.963。.755.8881.8014.134.5035.330.272.120$806.2802.0015.70

2、5.0039.250.302.3550.907.0652.2017.275.5043.180.352.7481.007.8502.5019.636.0047.100.403.1401.108.6352.8021.98

3、7.0054.950.453.5331.209.4203.0023.558.0062.800.503.9251.259.8133.2025.129.0070.650.554.3181.4010.9903.5027.4810.0078.500.604.7101.5011.783.8029.8311.0086.3512.0

4、094.2022172.7034」266.9054423.9013.00102.1023180.6036282.6056439.6014.00109.9024188.4038298.30455.3015.00117.8025196.3040314.0060471.0016.00125.6026J204.1042329.7017.00133.5027212.0044345.4018.00141.3028219.8046361.1019.00149.2029227.7048376.8020.00157.0030235.5050392.5

5、021.00164.9032251.2052408.20J花纹钢板每平方米重量表基本厚度（老米）纹高（毫米）理论重量（公斤/米2）菱形花纹钢板扁豆形花纹钢板菱形花纹钢板扁豆形花纹钢板2.51.02.521.6022.603.01.0

6、空5

7、25.60bMBi3.51.0I2.529.5030.504.01.02.533.40

8、34.404.51.0

9、2.537.3038.305.01.52.542.3042.301.52.546.201.5I2.550.1050.107.02.02.559.00$8为08.02.02.566.806

10、5.80二、圆钢单位重量表热轧関钢得米求最表直径每米重量（公斤）直径（d）毫米每米垂戢（公斤）直径（d）亳米每米匝昴（公斤）直径（d）亳米毎米重最（公斤）苴径（d）亳米每米重最（公斤）直径（d）亳米每米求量（公斤）5.00.15412.00.88821.02.72315.934814.216324.475.50.19313.01.0422.02.98326.315015.426526.056.00.22214.01.2123.03.26336.715216.676828.516.50.26015.01.3924.03.55347.1

11、35317.327030.217.00.30216.01.5825.03.8535

12、7.555518.657534.688.00.39517.01.7826.04.1736

13、7.995619.338039.469.00.49918.0」2.0027.04.49388.905820.748544.5510.00.61719.02.23284.83409.876022.1911.00.74620.02.47295.184210.87305.554512.48冷拉圆钢每米重量表直径（d）亳米每米重量（公斤）直径（d）峑米毎米垂最（公斤）直

14、径（d）呈米毎米車杲（公斤）直径

15、（d）毫米每米重量（公斤）直径（d）呈米毎米重量（公斤）直径（d）呈米每米重量（公斤）3.00.0565.30.1739.00.49917.ol1.7832.06.315317.323.20.0635.59.50.55618.02.0034.07.13553.40.0715.60.19310.00.61719.035.07.555619.333.50.076卜00.22210.50.68020.02.4736.06022.193.80.0890.24511.0

16、0.74621.02.7238.08.

17、906324.474.00.0996.70.27711.50.81522.02.9840.09.8765J4.20.1097.00.30212.00.88824.03.5542.0J10.876727.674.50.1257.50.3