1、鋼構(gòu)件理論重量表正式版鋼筋重量表（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(biāo)準(zhǔn)）商家默認(rèn)標(biāo)準(zhǔn)：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

2、.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）螺紋鋼1 0然后平方再乘以 0.617kg/m理論重量具體算法可以采用直徑除以鋼筋理論重量：9-0.499kg/m 10-0.617kg/m 12-0.888kg/m 14-1.21kg/m 16-

3、1.58kg/m 18-2.00kg/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（三）其他鋼材理論重量計算的計量單位為公斤（ kg）基本公式：W（重量，kg） =F（斷面積mm2L（長度，m）Xp （密度，g/cm3） X1/10001. 鋼筋理論重量計算：每米的重量（Kg）二鋼筋的直徑（mm）X鋼筋的直徑（mm）X 0.0061712（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)2. 鋼材理論重量計算簡式 【材料名稱 /理論重量 W （kg

4、/m） 】a. 扁鋼、鋼板、鋼帶 ： W0.00785 X寬X厚b. 方鋼： W0.00785 X邊長2c. 圓鋼、線材、鋼絲：W 0.00617 X直徑2d. 鍍鋅類鋼材：V掃原理論重量X1 .06e. 鋼管：V0.02466 X壁厚（外徑-壁厚）f .等邊角鋼： V 0.00785 X邊厚（2邊寬-邊厚）g. 不等邊角鋼： V 0.00785 X邊厚（長邊寬+短邊寬-邊厚）h. 工字鋼：V0.00785 X腰厚高+f （腿寬-腰厚）i :槽鋼：V 0.00785 X腰厚高+e （腿寬-腰厚）備注1. 角鋼、工字鋼和槽鋼的準(zhǔn)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

5、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 】a. 盤條圓鋼(kg/m)： W=0.006165Xdxdd=直徑mm求直徑為100mm勺圓鋼，求每m重量每 m重量=0.006165 x 1002=61.65kgb. 螺紋鋼(kg/m) : W=0.00617Xdxd4=斷面直徑mm求斷面直徑為12mm勺勺螺紋鋼，求每 m重 量每 m重量=0.00617 x 122=0.89kgc

6、. 方鋼（kg/m） : W=0.00785X ax a求邊寬為20mm勺方鋼，求每m重量每 m重量=0.00785 x 202=3.14kgd. 扁鋼（kg/m） : W=0.00785X bx db=邊寬 mm d=ff mm求邊寬為40mm厚5mm的扁鋼，求每m重量每 m重量=0.00785 x 40x 5=1.57kge. 六角鋼(kg/m) : W=0.006798x sx ss=對邊距離mm求對邊距離為50mm的六角鋼，求每m重量每 m重量=0.006798 x 502=17kgf .八角鋼 ( kg/m)：W=0.0065x sx ss=對邊距離mm求對邊距離為80mm勺八角鋼，

7、求每m重量每 m重量=0.0065 x 802=41.62kgg.等邊角鋼(kg/m) : W=0.00785X d (2b- d) +0.215 ( R2- 2r2)b=邊寬，d=邊厚，R=內(nèi)弧半徑，=端弧半徑求20mnx 4mn等邊角鋼的每m重量從冶金產(chǎn)品目錄中查出4mnx 20mm等邊角鋼的R=3.5，r=1.2，則每m重量=0.00785x4x(2x20-4) +0.215x (3.52 -2x1.22) =1.15kg h.不等邊角鋼(kg/m) : W=0.00785X d (B+b- d) +0.215 ( R2- 2r2)B=長邊寬，b=短邊寬，d=邊厚，R=ft弧半徑，r=端

8、弧半徑求30mnx 20mnx 4mn不等邊角鋼的每 m重量從冶金產(chǎn)品目錄中查出30x20x4不等邊角鋼的R=3.5，r=1.2，則每m重量=0.00785x4x(30+20-4) +0.215x (3.52 -2x1.22) =1.46kg i .槽鋼（kg/m） : W=0.00785X hd+2t （b-d） +0.349 （R2- r2） h=高，b=腿長，d=腰厚，t=平均腿厚，R訥弧半徑，=端弧半徑 求80mm 43mm 5mm勺槽鋼的每 m重量從冶金產(chǎn)品目錄中查出該槽鋼 t=8 , R=8, r=4，則每m重量=0.00785 X 80 X 5+2 X 8X( 43 - 5) +

9、0.349 X( 82 - 42) =8.04kgj. 工字鋼(kg/m) : W=0.00785X hd+2t (b-d) +0.615 (R2 - r2)h=高，b=腿長，d=腰厚，上=平均腿厚，R訥弧半徑，r=端弧半徑 求250mrX 118mrX 10mm的工字鋼每 m重量從金屬材料手冊中查出該工字鋼 t=13，R=1Q r=5，則每m重量=0.00785 X 250 X10+2X13X(118-10) +0.615X(102-52) =42.03kgk.鋼板(kg/m2) : W=7.85X dd=厚度求厚度4mm的鋼板，求每重量每 n2重量=7.85 X 4=31.4kgl .鋼管

10、(包括無縫鋼管及焊接鋼管( kg/m) : W=0.02466X S( D- S) D=外徑，S=壁厚求外徑為60mm壁厚4mm的無縫鋼管，求每m重量每 m重量=0.02466 X 4X( 6 -4) =5.52kg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10100684.514.311.212120745.017.814.014140805.521.516.916160886.026.120.518180946.530.624.120A2001007.035.527.920B2001029.039.531.122A2201107.542.033.02

11、2B2201129.546.436.424A2401168.047.737.424B24011810.052.641.227A2701228.554.642.827B27012410.560.047.130A3001269.061.248.030B30012811.067.252.730C30013013.073.457.436A36013610.076.359.936B36013812.083.565.636C36014014.090.771.240A40014210.586.167.640B40014412.594.173.840C40014614.510280.1槽鋼規(guī)格重量表槽鋼 型號

12、尺寸（mm截面面積（cm2）重量（kg/m）高腿長腰厚550374.56.935.446.565404.88.546.70880435.010.248.0410100485.312.7410.0012120535.515.3612.0614A140586.018.5114.5314B140608.021.3116.7316A160636.521.9517.2316B160658.5”5.1519.7420A200737.028.8322.6320B200759.032.8325.7730A300857.543.8934.4530B300879.549.5936.1630C3008911.555

13、.8943.81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10100554.59.4612120644.811.514140734.913.716160815.015.918180905.118.418a1801005.119.9202001005.221.020a2001105.222.7222201105.424.022a2201205.425.8242401155.627.324a2401255.629.4272701256.031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601

14、457.548.6404001558.056.1454501608.665.2505001709.576.85555018010.389.86060019011.1104.06565020012.0120.07070021013.0138.070a70021015.0158.070b70021017.5184.0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880504.57.52計算公式 W(kg/m)=0.00785*腰厚*高+f*(腿寬-腰厚)f值：一般型號及帶a的為3.34，帶b的為2.65，帶c的為2.26熱軋普通工字鋼尺寸及理論重量規(guī)格型

15、號尺寸理論重量高度腿寬腰厚10100684.511.26112.6126745.014.22314140805.516.8916160886.020.51318180946.524.14320a2001007.027.92920b2001029.031.06922a2201107.533.07022b2201129.536.52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a3

16、6013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.90063a63017613.012

17、1.40763b63017815.0131.29863c63018017.0141.189計算公式：W(kg/m)=0.00785*腰厚*高+f*(腿寬-腰厚)f值：一般型號及帶 a的為3.34，帶b的為2.65，帶c的為2.26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550324.44.846.565364.45.90880404.57.0510100464.58.5912120524.810.4014a140624.913.3014140584.912.3016160645.014.2016a160685.015.3018180705.116.3018a180745.11

18、7.4020200765.218.4020a200805.219.822220825.421.022a220875.422.624240905.624.024a240955.625.827270956.027.7303001006.531.8333301057.036.5363601107.541.9404001158.048.3計算公式w(kg/m)=0.00785*腰厚*高+e*(腿寬-腰厚)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熱軋普通槽鋼尺寸及理論重量規(guī)格型號尺寸高度腿寬腰厚理論重量550374.55.4386.363404.86.634880435.0

19、8.04510100485.310.00712.6126535.512.31814#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#a250787.027.41025#b250809.031.33525#c2508211.035.26028#a280827.531.42728#b2808

20、49.535.82328#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 43-91.124/1.4593303 43-91.373/1

21、.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 8 104-123.907/4.822/5.721/7.469/9.1517704 5 6 7 84-124.372/5.397/6.406/7.398/8.3737.5755 6 7 8 104-125.818/6.905/

22、7.976/9.030/11.0898805 6 7 8 104-126.211/7.376/8.525/9.658/11.8749906 7 8 10 124-198.350/9.656/10.946/13.476/15.94010100 6i 7 8 10 12 14 164-199.366/10.830/12.276/15.120/17.898/20.611/23.257111107 8 10 12 144-1911.928/13.532/16.690/19.782/22.80912.512510 12 144-1919.133/22.696/26.1931414010 12 14 16

23、4-1921.488/25.522/29.490/33.3931616010 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計算公式： W(kg/m)=0.00785*邊厚* (2邊寬-邊厚)可通過分段計算的方法來螺栓理論重量包括不帶螺母及帶螺母的螺栓重量, 計算。螺栓理論重量表如下:規(guī)格（直徑X長每千個螺栓重量（公斤）每千個螺栓重量（公斤）規(guī)格（直徑X長度

24、）度）不帶螺母帶螺母不帶螺母帶螺母M10 X 302940M14 X 80117142M10 X 403546M14 X 90129154M10 X 504152M16 X 4092126M10 X 604758M16 X 50106140M12 X 304157M16 X 60122156M12 X 404965M16 X 70138172M12 X 505874M16 X 80154188M12 X 606783M16 X 90170204M12 X 707692M16 X100185219M12 X 8085101M20 X 50183245M14 X 406994M20 X 60205

25、267M14 X 5081106M20 X 70230292M14 X 6093118M20 X 80255317M14 X 70105130M20 X 90279341M20 X100304366M22 X160548624每千個螺栓重量（公斤）每千個螺栓重量（公斤）規(guī)格（直徑X長度）規(guī)格（直徑X長度）不帶螺母帶螺母不帶螺母帶螺母M20 X 110329391M24 X 80388500M20 X120354416M24 X 90424536M20 X130378440M24 X100459571M22 X 60250326M24 X 110495607M22 X 70280356M24 X

26、120531643M22 X 80310386M24 X130566678M22 X 90339415M24 X140602714M22 X 100369445M24 X150637749M22 X 110399475M24 X160673785M22 X 120429505M27 X 80519687M22 X 130459535M27 X 90564732M22 X140489565M27 X100609777M22 X150519595M27 X110654822M27 X120699867M30 27 X130744912M30 27

27、 X140789957M30 X19012661500M27 X1508341002M30 X 20013221556M27 X1608791047M30 X 21013781612每千個螺栓重量（公斤）每千個螺栓重量（公斤）規(guī)格（直徑X長度）規(guī)格（直徑X長度）不帶螺母帶螺母不帶螺母帶螺母M27 X1709241092M30 X 22014341868M27 X1809691137M36 X 11012461617M30 X100765999M36 X12013261697M30 X1108201054M36 30 X1208751109M36 X1401486185

28、7M30 X1309311165M36 30 X1409861220M36 X16016462021M30 36 30 X16010981332M36 36 X19018862257M42 X 23030953694M36 X20019662337M42 X 24032043803M36 X21020462417M42 X 25033133912M36 X 22021262497M48 36 X 23022062577M48 X16031474104M36 X 24

29、022862657M48 42 48 42 X16023322931M48 X19035734530M42 48 X 20037154672M42 48 X 21038574814M42 X19026593258M48 X 22039994956M42 X20027683367M48 X 23041415098M42 X21028773476M48 X 24042835240M42 X22029863585M48 X 25044325389M48 X26045745

30、531M48 X 28048585815M48 X30051426099禁Cccc、編制等邊角鋼KG/M等邊角鋼KG/M等邊角鋼KG/M25*31.12470*88.373110*1219.78225*41.45975*55.818110*1422.80930*31.37375*66.905120*1018.20030*41.78675*77.976120*1221.60040*31.85275*89.030125*815.50440*42.42275*1011.089125*1019.13340*52.97680*56.211125*1222.69645*32.08880*67.376125

31、*1426.19345*42.73680*78.525140*1021.48845*53.36980*89.658140*1225.52245*63.98580*1011.874140*1429.49050*32.33290*68.350140*1633.39350*43.05990*79.656160*1024.72950*53.77090*810.946160*1229.39150*64.46590*912.219160*1433.98756*32.62490*1013.476160*1638.51856*43.44690*1215.940180*1233.15956*54.251100*

32、69.366180*1438.38360*54.570100*710.830180*1643.54260*65.420100*812.276180*1848.63463*43.907100*1015.120200*1442.89463*54.822100*1217.898200*1648.68063*65.721100*1420.611200*1854.40163*87.469100*1623.257200*2060.05670*55.397110*711.928200*2471.16870*66.406110*813.53270*77.398 110*1016.690熱軋等邊角鐵規(guī)格重量表/

33、每米角鋼號數(shù)尺寸（毫米）截斷面積（厘米2）理論重量（公斤/米）表面積（米2/米）AXbTr31.1320.8890.07822043.51.4591.1450.0772.52533.51.4321.1240.09841.8591.4590.09731.7491.3730.1173.03044.52.2761.7860.11732.1091.6560.1413.63644.52.7562.1630.14153.3822.6540.14132.3591.8520.1574.040453.0862.4220.15753.7912.9760.15632.6592.0880.仃743.4862.7360

34、.仃74.545554.292.3690.仃665.0763.9850.仃632.9712.3320.1975.05045.53.8973.0590.19754.8033.7700.1965.05065.55.6884.4650.19633.3432.6240.22144.3903.4460.2205.65656.05.4154.2510.22088.3676.5680.21944.9783.9070.24856.1434.8220.2486.363677.2885.7210.24789.5157.4690.2471011.6579.1510.24644.3720.27555.3970.275

35、770686.4060.27577.3980.27588.3730.27457.3675.8180.29568.7976.9050.2947.5757910.1607.9760.294811.5039.0300.2941014.12611.0890.29357.9126.2110.31569.3977.3760.3148807910.8608.5250.314812.3039.6580.3141015.12611.8740.31399061010.6378.3500.354712.3019.6560.354813.94410.9460.3531017.16713.4760.3531220.30615