钢筋理论重量表03616.docx

1、钢筋理论重量表03616钢 筋 重 量 表（钢筋 扁钢 方钢 方管 工字钢 槽钢 型钢 H型钢）（一）圆钢具体算法直径乘以直径乘0.006165(国家标准)商家默认标准:直径乘以直径乘0.00617圆钢规格重量表规格截面面积重量（kg/m）3.59.620.075412.570.098519.630.1545.523.760.1875.624.630.193628.270.2226.331.170.2456.533.180.260738.480.3027.544.180.347850.270.395963.630.4991078.540.6171195.030.74612113.100.888

2、13132.701.0414153.901.2115176.701.3916201.101.5817227.001.7818254.502.0019283.502.2320314.202.4721346.402.7222380.102.9824452.403.5525490.903.8526530.904.1728615.804.8330706.905.5532804.206.3134907.907.13（二）螺纹钢理论重量具体算法可以采用直径除以10然后平方 再乘以0.617kg/m钢筋 理论重量9-0.499kg/m10-0.617kg/m12-0.888kg/m14-1.21kg/m16

3、-1.58kg/m18-2.00kg/m20-2.47kg/m22-2.98kg/m25-3.85kg/m28-4.83kg/m32-6.31kg/m40-9.87kg/m工字钢规格重量表工字钢型号尺寸（mm）截面面积（cm2）重量（kg/m）高腿宽腹厚10100684.514.311.212120745.017.814.014140805.521.516.916160886.026.120.518180946.530.624.120A2001007.035.527.920B2001029.039.531.122A2201107.542.033.022B2201129.546.436.424A

4、2401168.047.737.424B24011810.052.641.227A2701228.554.642.827B27012410.560.047.130A3001269.061.248.030B30012811.067.252.730C30013013.073.457.436A36013610.076.359.936B36013812.083.565.636C36014014.090.771.240A40014210.586.167.640B40014412.594.173.840C40014614.510280.1槽钢规格重量表槽钢型号尺寸（mm）截面面积（cm2）重量（kg/m）

5、高腿长腰厚550374.56.935.446.565404.88.546.70880435.010.248.0410100485.312.7410.0012120535.515.3612.0614A140586.018.5114.5314B140608.021.3116.7316A160636.521.9517.2316B160658.525.1519.7420A200737.028.8322.6320B200759.032.8325.7730A300857.543.8934.4530B300879.549.5936.1630C3008911.555.8943.81（三）其他钢材理论重量计算的

6、计量单位为公斤（kg）。其基本公式为：W（重量，kg）=F(断面积mm2)L(长度，m)(密度，g/cm3)1/1000钢筋理论重量计算每米的重量(Kg)钢筋的直径(mm)钢筋的直径(mm)0.00617其实记住建设工程常用的钢筋重量也很简单60.222Kg6.50.26kg80.395kg100.617kg120.888kg141.21kg161.58kg182.0kg242.47kg222.98kg253.85kg284.837kg.12(含12)以下和28(含28)的钢筋一般小数点后取三位数，14至25钢筋一般小数点后取二位数6=0.222Kg8=0.395Kg10=0.617Kg12=

7、0.888Kg14=1.21Kg16=1.58Kg18=2Kg20=2.47Kg22=3Kg25=3.86Kg钢材理论重量计算简式【材料名称理论重量W（kg/m）】扁钢、钢板、钢带W0.00785宽厚方钢W0.00785边长2圆钢、线材、钢丝W0.00617直径2渡锌类：W原理论重量106钢管W0.02466壁厚（外径-壁厚）等边角钢W0.00785边厚（2边宽-边厚）不等边角钢W0.00785边厚(长边宽+短边宽-边厚)工字钢W0.00785腰厚高+f（腿宽-腰厚）槽钢W0.00785腰厚高+e（腿宽-腰厚）备注1、角钢、工字钢和槽钢的准确计算公式很繁，表列简式用于计算近似值。2、f值：一般

8、型号及带a的为3.34，带b的为2.65，带c的为2.26。3、e值：一般型号及带a的为3.26，带b的为2.44，带c的为2.24。4、各长度单位均为毫米，钢的密度为：7.85g/cm3各种钢材理论重量计算公式如下：名称（单位）计算公式符号意义计算举例圆钢盘条（kg/m）W=0.006165ddd=直径mm直径100mm的圆钢，求每m重量。每m重量=0.0061651002=61.65kg螺纹钢（kg/m）W=0.00617ddd=断面直径mm断面直径为12mm的螺纹钢，求每m重量。每m重量=0.00617122=0.89kg方钢（kg/m）W=0.00785aaa=边宽mm边宽20mm的方

9、钢，求每m重量。每m重量=0.00785202=3.14kg扁钢（kg/m）W=0.00785bdb=边宽mmd=厚mm边宽40mm，厚5mm的扁钢，求每m重量。每m重量=0.00785405=1.57kg六角钢（kg/m）W=0.006798sss=对边距离mm对边距离50mm的六角钢，求每m重量。每m重量=0.006798502=17kg八角钢（kg/m）W=0.0065sss=对边距离mm对边距离80mm的八角钢，求每m重量。每m重量=0.0065802=41.62kg等边角钢（kg/m）=0.00785d（2bd）+0.215（R22r2）b=边宽d=边厚R=内弧半径r=端弧半径求20

10、mm4mm等边角钢的每m重量。从冶金产品目录中查出4mm20mm等边角钢的R为3.5，r为1.2，则每m重量=0.007854（2204）+0.215（3.5221.22）=1.15kg不等边角钢（kg/m）W=0.00785d（B+bd）+0.215（R22r2）B=长边宽b=短边宽d=边厚R=内弧半径r=端弧半径求30mm20mm4mm不等边角钢的每m重量。从冶金产品目录中查出30204不等边角钢的R为3.5，r为1.2，则每m重量=0.007854（30+204）+0.215（3.5221.22）=1.46kg槽钢（kg/m）W=0.00785hd+2t（bd）+0.349（R2r2）h

11、=高b=腿长d=腰厚t=平均腿厚R=内弧半径r=端弧半径求80mm43mm5mm的槽钢的每m重量。从冶金产品目录中查出该槽钢t为8，R为8，r为4，则每m重量=0.00785805+28（435）+0.349（8242）=8.04kg工字钢（kg/m）W=0.00785hd+2t（bd）+0.615（R2r2）h=高b=腿长d=腰厚t=平均腿厚R=内弧半径r=端弧半径求250mm118mm10mm的工字钢每m重量。从金属材料手册中查出该工字钢t为13，R为10，r为5，则每m重量=0.0078525010+213（11810）+0.615（10252）=42.03kg钢板（kg/m2）W=7.

12、85dd=厚厚度4mm的钢板，求每m2重量。每m2重量=7.854=31.4kg钢管（包括无缝钢管及焊接钢管（kg/m）W=0.02466S（DS）D=外径S=壁厚外径为60mm壁厚4mm的无缝钢管，求每m重量。每m重量=0.024664（604）=5.52kg您所在的位置：中国钢结构在线 技术 技术资料 正文型材(工字钢、槽钢和等边角钢)理论重量浏览次数：2526发布日期：2005-7-22热轧轻型工字钢尺寸及理论重量规格型号尺寸理论重量高度腿宽腰厚10100554.59.4612120644.811.514140734.913.716160815.015.918180905.118.418

13、a1801005.119.9202001005.221.020a2001105.222.7222201105.424.022a2201205.425.8242401155.627.324a2401255.629.4272701256.031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601457.548.6404001558.056.1454501608.665.2505001709.576.85555018010.389.86060019011.1104.06565020012.0120.0707002

14、1013.0138.070a70021015.0158.070b70021017.5184.0热轧8#轻型工字钢尺寸及重量（据YB(T)65-87）规格型号尺寸理论重量高度腿宽腰厚880504.57.52W(kg/m)=0.00785*腰厚*高+f*(腿宽-腰厚）热轧普通工字钢尺寸及理论重量规格型号尺寸理论重量高度腿宽腰厚10100684.511.26112.6126745.014.22314140805.516.8916160886.020.51318180946.524.14320a2001007.027.92920b2001029.031.06922a2201107.533.07022b

15、2201129.536.52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045b45015213.587.48545c

16、45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.90063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189计算公式：W(kg/m)=0.00785*腰厚*高+f*(腿宽-腰厚）热轧轻型槽钢尺寸及理论重量规格型号尺寸理论重量高度腿宽腰厚550324.44.846.565364.45.90880404.57.051010

17、0464.58.5912120524.810.4014a140624.913.3014140584.912.3016160645.014.2016a160685.015.3018180705.116.3018a180745.117.4020200765.218.4020a200805.219.822220825.421.022a220875.422.624240905.624.024a240955.625.827270956.027.7303001006.531.8333301057.036.5363601107.541.9404001158.048.3计算公式w(kg/m)=0.00785*

18、腰厚*高+e*(腿宽-腰厚）热轧普通槽钢尺寸及理论重量规格 型号尺寸理论重量高度腿宽腰厚550374.55.4386.363404.86.634880435.08.04510100485.310.00712.6126535.512.31814#a140586.014.53514#b140608.016.73316#a160636.517.24016#b160658.519.75418#a180687.020.17418#b180709.023.00020#a200737.022.63720#b200759.025.77722#a220777.024.99922#b220799.028.4532

19、5#a250787.027.41025#b250809.031.33525#c2508211.035.26028#a280827.531.42728#b280849.535.82328#c2808611.540.21932#a320888.038.08332#b3209010.043.10732#c3209212.048.13136#a360969.047.81436#b3609811.053.46636#c36010013.059.11840#a40010010.058.92840#b40010212.565.20840#c40010414.571.488热轧等边角钢尺寸及理论重量型号尺寸(

20、mm)长度 (m)理论重量 (kg/m)边宽边厚2203 43-90.889 1.1452.5253 43-91.124 1.459330 303 43-91.373 1.7863.6363 4 53-91.656 2.163 2.6544403 4 53-91.852 2.422 2.9764.5453 4 5 63-62.088 2.736 3.369 3.9855503 4 5 64-122.332 3.059 3.770 4.4655.6563 4 5 84-122.624 3.446 4.251 6.5686.3634 5 6 8 104-123.907 4.822 5.721 7.

21、469 9.1517704 5 6 7 84-124.372 5.397 6.406 7.398 8.3737.5755 6 7 8 104-125.818 6.905 7.976 9.030 11.0898805 6 7 8 104-126.211 7.376 8.525 9.658 11.8749906 7 8 10 124-198.350 9.656 10.946 13.476 15.940101006 7 8 10 12 14 164-199.366 10.830 12.276 15.120 17.898 20.611 23.257111107 8 10 12 144-1911.928

22、 13.532 16.690 19.782 22.80912.512510 12 144-1919.133 22.696 26.1931414010 12 14 164-1921.488 25.522 29.490 33.3931616010 12 14 166-1924.729 29.391 33.987 38.5181818012 14 16 186-1933.159 38.383 43.542 48.6342020014 16 18 20 246-1942.894 48.680 54.401 60.056 71.168计算公式：W(kg/m)=0.00785*边厚*（2边宽-边厚）感谢下载!欢迎您的下载，资料仅供参考