鋼筋理論重量表

1、鋼 筋 重 量 表（鋼筋 扁鋼 方鋼 方管 工字鋼 槽鋼 型鋼 h型鋼）（一）圓鋼具體算法直徑乘以直徑乘0.006165(國家標準)商家默認標準:直徑乘以直徑乘0.00617圓鋼規(guī)格重量表規(guī)格截面面積重量（kg/m）3.59.620.075412.570.098519.630.1545.523.760.1875.624.630.193628.270.2226.331.170.2456.533.180.260738.480.3027.544.180.347850.270.395963.630.4991078.540.6171195.030.74612113.100.88813132.701.04

2、14153.901.2115176.701.3916201.101.5817227.001.7818254.502.0019283.502.2320314.202.4721346.402.7222380.102.9824452.403.5525490.903.8526530.904.1728615.804.8330706.905.5532804.206.3134907.907.13（二）螺紋鋼理論重量具體算法可以采用直徑除以10然后平方 再乘以0.617kg/m鋼筋 理論重量9-0.499kg/m10-0.617kg/m12-0.888kg/m14-1.21kg/m16-1.58kg/m18-

3、2.00kg/m20-2.47kg/m22-2.98kg/m25-3.85kg/m28-4.83kg/m32-6.31kg/m40-9.87kg/m工字鋼規(guī)格重量表工字鋼型號尺寸（mm）截面面積（cm2）重量（kg/m）高腿寬腹厚10100684.514.311.212120745.017.814.014140805.521.516.916160886.026.120.518180946.530.624.120a2001007.035.527.920b2001029.039.531.122a2201107.542.033.022b2201129.546.436.424a2401168.047.

4、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槽鋼規(guī)格重量表槽鋼型號尺寸（mm）截面面積（cm2）重量（kg/m）高腿長腰厚550374.

5、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）其他鋼材理論重量計算的計量單位為公斤（kg）。

6、其基本公式為：w（重量，kg）=f(斷面積mm2)l(長度，m)(密度，g/cm3)1/1000鋼筋理論重量計算每米的重量(kg)鋼筋的直徑(mm)鋼筋的直徑(mm)0.00617其實記住建設工程常用的鋼筋重量也很簡單60.222kg6.50.26kg80.395kg100.617kg120.888kg141.21kg161.58kg182.0kg242.47kg222.98kg253.85kg284.837kg.12(含12)以下和28(含28)的鋼筋一般小數(shù)點后取三位數(shù)，14至25鋼筋一般小數(shù)點后取二位數(shù)6=0.222kg8=0.395kg10=0.617kg12=0.888kg14=1.

7、21kg16=1.58kg18=2kg20=2.47kg22=3kg25=3.86kg鋼材理論重量計算簡式【材料名稱理論重量w（kg/m）】扁鋼、鋼板、鋼帶w0.00785寬厚方鋼w0.00785邊長2圓鋼、線材、鋼絲w0.00617直徑2渡鋅類：w原理論重量106鋼管w0.02466壁厚（外徑-壁厚）等邊角鋼w0.00785邊厚（2邊寬-邊厚）不等邊角鋼w0.00785邊厚(長邊寬+短邊寬-邊厚)工字鋼w0.00785腰厚高+f（腿寬-腰厚）槽鋼w0.00785腰厚高+e（腿寬-腰厚）備注1、角鋼、工字鋼和槽鋼的準確計算公式很繁，表列簡式用于計算近似值。2、f值：一般型號及帶a的為3.34，

8、帶b的為2.65，帶c的為2.26。3、e值：一般型號及帶a的為3.26，帶b的為2.44，帶c的為2.24。4、各長度單位均為毫米，鋼的密度為：7.85g/cm3各種鋼材理論重量計算公式如下：名稱（單位）計算公式符號意義計算舉例圓鋼盤條（kg/m）w=0.006165ddd=直徑mm直徑100mm的圓鋼，求每m重量。每m重量=0.0061651002=61.65kg螺紋鋼（kg/m）w=0.00617ddd=斷面直徑mm斷面直徑為12mm的螺紋鋼，求每m重量。每m重量=0.00617122=0.89kg方鋼（kg/m）w=0.00785aaa=邊寬mm邊寬20mm的方鋼，求每m重量。每m重量

9、=0.00785202=3.14kg扁鋼（kg/m）w=0.00785bdb=邊寬mmd=厚mm邊寬40mm，厚5mm的扁鋼，求每m重量。每m重量=0.00785405=1.57kg六角鋼（kg/m）w=0.006798sss=對邊距離mm對邊距離50mm的六角鋼，求每m重量。每m重量=0.006798502=17kg八角鋼（kg/m）w=0.0065sss=對邊距離mm對邊距離80mm的八角鋼，求每m重量。每m重量=0.0065802=41.62kg等邊角鋼（kg/m）=0.00785d（2bd）+0.215（r22r2）b=邊寬d=邊厚r=內弧半徑r=端弧半徑求20mm4mm等邊角鋼的每m

10、重量。從冶金產品目錄中查出4mm20mm等邊角鋼的r為3.5，r為1.2，則每m重量=0.007854（2204）+0.215（3.5221.22）=1.15kg不等邊角鋼（kg/m）w=0.00785d（b+bd）+0.215（r22r2）b=長邊寬b=短邊寬d=邊厚r=內弧半徑r=端弧半徑求30mm20mm4mm不等邊角鋼的每m重量。從冶金產品目錄中查出30204不等邊角鋼的r為3.5，r為1.2，則每m重量=0.007854（30+204）+0.215（3.5221.22）=1.46kg槽鋼（kg/m）w=0.00785hd+2t（bd）+0.349（r2r2）h=高b=腿長d=腰厚t=

11、平均腿厚r=內弧半徑r=端弧半徑求80mm43mm5mm的槽鋼的每m重量。從冶金產品目錄中查出該槽鋼t為8，r為8，r為4，則每m重量=0.00785805+28（435）+0.349（8242）=8.04kg工字鋼（kg/m）w=0.00785hd+2t（bd）+0.615（r2r2）h=高b=腿長d=腰厚t=平均腿厚r=內弧半徑r=端弧半徑求250mm118mm10mm的工字鋼每m重量。從金屬材料手冊中查出該工字鋼t為13，r為10，r為5，則每m重量=0.0078525010+213（11810）+0.615（10252）=42.03kg鋼板（kg/m2）w=7.85dd=厚厚度4mm的

12、鋼板，求每m2重量。每m2重量=7.854=31.4kg鋼管（包括無縫鋼管及焊接鋼管（kg/m）w=0.02466s（ds）d=外徑s=壁厚外徑為60mm壁厚4mm的無縫鋼管，求每m重量。每m重量=0.024664（604）=5.52kg您所在的位置：中國鋼結構在線 技術 技術資料 正文型材(工字鋼、槽鋼和等邊角鋼)理論重量瀏覽次數(shù)：2526發(fā)布日期：2005-7-22熱軋輕型工字鋼尺寸及理論重量規(guī)格型號尺寸理論重量高度腿寬腰厚10100554.59.4612120644.811.514140734.913.716160815.015.918180905.118.418a1801005.119

13、.9202001005.221.020a2001105.222.7222201105.424.022a2201205.425.8242401155.627.324a2401255.629.4272701256.031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601457.548.6404001558.056.1454501608.665.2505001709.576.85555018010.389.86060019011.1104.06565020012.0120.07070021013.0138.07

14、0a70021015.0158.070b70021017.5184.0熱軋8#輕型工字鋼尺寸及重量（據(jù)yb(t)65-87）規(guī)格型號尺寸理論重量高度腿寬腰厚880504.57.52w(kg/m)=0.00785*腰厚*高+f*(腿寬-腰厚）熱軋普通工字鋼尺寸及理論重量規(guī)格型號尺寸理論重量高度腿寬腰厚10100684.511.26112.6126745.014.22314140805.516.8916160886.020.51318180946.524.14320a2001007.027.92920b2001029.031.06922a2201107.533.07022b2201129.536.

15、52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045b45015213.587.48545c45015415.594

16、.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.90063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189計算公式：w(kg/m)=0.00785*腰厚*高+f*(腿寬-腰厚）熱軋輕型槽鋼尺寸及理論重量規(guī)格型號尺寸理論重量高度腿寬腰厚550324.44.846.565364.45.90880404.57.0510100464.58.5912

17、120524.810.4014a140624.913.3014140584.912.3016160645.014.2016a160685.015.3018180705.116.3018a180745.117.4020200765.218.4020a200805.219.822220825.421.022a220875.422.624240905.624.024a240955.625.827270956.027.7303001006.531.8333301057.036.5363601107.541.9404001158.048.3計算公式w(kg/m)=0.00785*腰厚*高+e*(腿寬-腰

18、厚）熱軋普通槽鋼尺寸及理論重量規(guī)格 型號尺寸理論重量高度腿寬腰厚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#b220799.028.45325#a250787.02

19、7.41025#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熱軋等邊角鋼尺寸及理論重量型號尺寸(mm)長度 (m)理論重量 (kg/m)邊寬邊厚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