鋼筋理論重量表

1、鋼筋重量表（鋼筋 扁鋼 方鋼 方管 工字鋼 梢鋼 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)格截卸卸積重量（kg/m）3.59.620.075412.570.098519.630.1545.523.760.1875.624.630.193628.270.2226.331.170.2456.533.180.260738.480.3027.544.180.347850.270.395963.630.4991078.540.6171195.030.74612113.100.88813132.701.0414153

2、.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/m 10-0.617kg/m 12-0.888kg/m 14-1.21kg/m 16-1.58kg/m 1

3、8-2.00kg/m 20-2.47kg/m 22-2.98kg/m 25-3.85kg/m 28-4.83kg/m 32-6.31kg/m 40-9.87kg/m工字鋼規(guī)格重量表工字鋼 型號尺寸(mm截向時積 (cm2)重量(kg/m)高腿寬腹厚10100684.514.311.212120745.017.814.014140805.521.516.916160886.026.120.518180946.530.624.120A2001007.035.527.920B2001029.039.531.122A2201107.542.033.022B2201129.546.436.424A240

4、1168.047.737.424B24011810.052.641.227A2701228.5154.642.827B27012410.560.047.130A3001269.061.248.030B30012811.067.252.730C30013013.0口3.457.436A36013610.076.359.936B36013812.083.565.636C36014014.090.771.240A40014210.586.167.640B40014412.594.173.840C40014614.5r 10280.1梢鋼規(guī)格重量表槽鋼 型號尺寸（mrm截卸卸積（cm2）重量(kg/m

5、)高腿長腰厚550374.56.935.446.565404.88.546.70880435.010.248.0410100485.3P 12.7410.0012120535.515.3612.0614A140586.0P 18.5114.5314B140608.021.3116.7316A160636.521.9517.2316B160658.525.1519.7420A200737.0P 28.8322.6320B200759.032.8325.7730A300857.543.8934.4530B300879.5F 49.5936.1630C3008911.555.8943.81（三）其他

6、鋼材理論重量計算的計量單位為公斤（ kg ）。其基本公式為：W（重量，kg ） =F（斷面積 mm2）XL（長度，m）x p （密度，g/cm3） X 1/1000鋼筋理論重量計算每米的重量（Kg）=鋼筋的直徑（mm）x鋼筋的直徑（mm）x 0.00617其實記住建設(shè)工程常用的鋼筋重量也很簡單小6= 0.222 Kg小6.5 =0.26kg（|）8 = 0.395kg小 10= 0.617kg 小 12= 0.888kg 14=1.21kg 16= 1.58kg 18= 2.0kg 24=2.47kg 22 = 2.98kg 25 =3.85kg 28= 4.837kg12（含12）以下和 2

7、8（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=0.222Kg 8=0.395Kg 10=0.617Kg 12=0.888Kg 14=1.21Kg 16=1.58Kg18=2Kg 20=2.47Kg 22=3Kg 25=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W= 0.00785 X寬X厚方鋼 W 0.00785 X邊長2圓鋼、線材、鋼絲W= 0.00617 X直徑2渡鋅類：W=原理論重量X 1. 06鋼管 W 0.02466 X壁厚（外徑-壁厚）等邊角鋼 W 0.00785 X邊厚（2邊寬邊厚）不等邊角鋼 W 0.0

8、0785 X邊厚（長邊寬+短邊寬-邊厚）工字鋼 W 0.00785 X腰厚高+f （腿寬-腰厚）槽鋼 W= 0.00785 X腰厚高+e （月！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 ,帶b的為2.65 ,帶c的為2.263、e值：一般型號及帶a的為3.26 ,帶b的為2.44 ,帶c的為2.244、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= 0.006165 XdXdd = 直徑 mm直徑 100 mm 的圓鋼，求每

9、m 重量。每m 重量=0.006165 X1002=61.65kg螺紋鋼（kg/m）W= 0.00617 XdXdd= 斷面直徑mm斷面直徑為12 mm 的螺紋鋼，求每m 重量。每m 重量=0.00617 X12 2=0.89kg方鋼（kg/m）W= 0.00785 Xa Xaa= 邊寬 mm邊寬20 mm的方鋼，求每 m 重量。每m 重量=0.00785 X202=3.14kg 扁鋼（ kg/m）W= 0.00785 Xb Xdb= 邊寬 mmd= 厚 mm邊寬 40 mm ，厚 5mm 的扁鋼，求每m 重量。每m 重量=0.00785 X40 X5= 1.57kg六角鋼（ kg/m）W=

10、0.006798 XsXss= 對邊距離mm對邊距離50 mm 的六角鋼，求每m 重量。每m 重量=0.006798 X502=17kg八角鋼( kg/m)W= 0.0065XS XSs= 對邊距離mm對邊距離80 mm 的八角鋼，求每m 重量。每m 重量=0.0065 X802=41.62kg等邊角鋼( kg/m)=0.00785 Xd (2b - d ) +0.215(R2 - 2r 2 )b= 邊寬d= 邊厚R= 內(nèi)弧半徑r= 端弧半徑求20 mm X4mm等邊角鋼的每m重量。從冶金產(chǎn)品目錄中查出4mm X 20 mm等邊角鋼的R 為3.5, r 為1.2,則每m 重量=0.00785X

11、4 X (2 X 20 - 4 ) +0.215 義(3.52- 2 X1.2 2 ) =1.15kg不等邊角鋼( kg/m)W= 0.00785 Xd (B+b - d ) +0.215(R2 -2 r 2 )B= 長邊寬b= 短邊寬d= 邊厚R= 內(nèi)弧半徑r= 端弧半徑求30 mm X20mm X4mm不等邊角鋼的每 m 重量。從冶金產(chǎn)品目錄中查出30 X20 X4 不等邊角鋼的R為3.5, r 為1.2,則每m重量=0.00785 X4 義 3 30+20 -4 ) +0.215 義(3.52- 2 X1.2 2 ) =1.46kg槽鋼( kg/m)W=0.00785 Xhd+2t(b

12、- d ) +0.349(R2 - r 2 )h= 高b= 腿長d= 腰厚t= 平均腿厚R= 內(nèi)弧半徑r= 端弧半徑求80 mm X43mm x5mm的槽鋼的每m 重量。從冶金產(chǎn)品目錄中查出該槽鋼 t 為 8 ， R 為 8 ， r 為 4 ，則每 m 重量=0.00785 X80 X 5+2 X 8 X (43 - 5 ) +0.349 X(82-4 2 ) =8.04kg工字鋼(kg/m)W= 0.00785 Xhd+2t(b - d ) +0.615(R2 - r 2 )h二 高b=腿長d=腰厚t= 平均腿厚R=內(nèi)弧半徑r= 端弧半徑求250 mm x 118mm x 10mm的工字鋼每

13、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=0.00785 X250 X10+2 X13 X (118 - 10 ) +0.615 義(102 -5 2 ) =42.03kg鋼板(kg/m2)W= 7.85 義 dd=厚厚度 4mm的鋼板，求每 m2重量。每 m2 重量=7.85 X4=31.4kg鋼管(包括無縫鋼管及焊接鋼管(kg/m)W= 0.02466 XS (D - S )D=外徑S=壁厚外徑為60 mm壁厚4mm的無縫鋼管，求每 m 重量。每m 重量=0.02466 X4 X (60 -4 ) =5.52kg您所在的位置：中國鋼結(jié)構(gòu)在線&

14、gt;>技術(shù) >> 技術(shù)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)格型號尺寸理論重重(Wj度腿寬腰厚10100554.59.4612120644.811.514140734.913.716160815.015.918180905.118.418a1801005.119.9202001005.221.020a2001105.222.7222201105.424.022a2201205.425.8242401155.627.324a2401255.629.4272701256.

15、031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601457.548.6404001558.056.1454501608.665.2505001709.576.85555018010.389.86060019011.1104.06565020012.0120.07070021013.0138.070a70021015.0158.070b70021017.5184.0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)=0.007

16、85* 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(Wj度腿寬腰厚10100684.511.26112.6126745.014.22314140805.516.8916160886.020.51318180946.524.14320a2001007.027.92920b2001029.031.06922a2201107.533.07022b2201129.536.52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32

17、013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.1

18、0856c56017016.5123.90063a63017613.0121.40763b63017815.0131.29863c630118017.0141.189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550324.44.846.565364.45.90880404.57.0510100464.58.5912120524.810.4014a140624.913.3014140584.912.3016160645.014.2016a160685.015.3018180705.116.3018a18074

19、5.117.4020200765.218.4020a200805.219.822220825.421.022a220875.422.624240905.624.024a240955.625.827270956.027.7303001006.531.8333301057.036.5363601107.541.9404001158.048.3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w寬腰厚550374.55.4386.363404.86.634880435.08.04510100485.310.00712.612653

20、5.512.31814#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#a250787.027.41025#b250809.031.33525#c2508211.035.26028#a280827.531.42728#b280849.535.82328#c2808611.540.2193

21、2#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