钢构件理论重量表优质资料.doc

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1、钢构件理论重量表优质资料(可以直接使用，可编辑 优质资料，欢迎下载）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.

2、030.74612113.100.88813132.701.0414153.901.2115176.701.3916201.101.5817227.001.7818254.502.0019283.502.2320314.202.4721346.402.7222380.102.9824452.403.5525490.903.8526530.904.1728615.804.8330706.905.5532804.206.3134907.907.13（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/m12-0.8

3、88kg/m14-1.21kg/m16-1.58kg/m18-2.00kg/m20-2.47kg/m22-2.98kg/m25-3.85kg/m28-4.83kg/m32-6.31kg/m40-9.87kg/m（三）其他钢材理论重量计算的计量单位为公斤（kg）基本公式：W（重量，kg）=F(断面积mm2)L(长度，m)(密度，g/cm3)1/10001.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)0.0061712(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2.钢材理论重量计算简式【材料名称/理论重量W（kg/m）】a

4、扁钢、钢板、钢带 ：W0.00785宽厚b方钢 ：W0.00785边长c圆钢、线材、钢丝：W0.00617直径d镀锌类钢材：W原理论重量1.06e钢管：W0.02466壁厚（外径-壁厚）f等边角钢：W0.00785边厚（2边宽-边厚）g不等边角钢：W0.00785边厚(长边宽+短边宽-边厚)h工字钢：W0.00785腰厚高+f（腿宽-腰厚）i：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2f值：一般型号及带a的为3.34，带b的为2.65，带c的为2.263e值：一般型号及带a的为3.26，带b的为2.44，带c的为2.244

5、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】a盘条圆钢（kg/m）：W=0.006165ddd=直径mm求直径为100mm的圆钢，求每m重量每m重量=0.006165100=61.65kgb螺纹钢（kg/m）：W=0.00617ddd=断面直径mm求断面直径为12mm的螺纹钢，求每m重量每m重量=0.0061712=0.89kgc方钢（kg/m）：W=0.00785aa求边宽为20mm的方钢，求每m重量每m重量=0.0078520=3.14kgd扁钢（kg/m）：W=0.00785bdb=边宽mm，d=厚mm求

6、边宽为40mm，厚5mm的扁钢，求每m重量每m重量=0.00785405=1.57kge六角钢（kg/m）：W=0.006798sss=对边距离mm求对边距离为50mm的六角钢，求每m重量每m重量=0.00679850=17kgf八角钢（kg/m）：W=0.0065sss=对边距离mm求对边距离为80mm的八角钢，求每m重量每m重量=0.006580=41.62kgg等边角钢（kg/m）：W=0.00785d（2bd）+0.215（R22r）b=边宽，d=边厚，R=内弧半径，r=端弧半径求20mm4mm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=3.5，r=1.2，则每m

7、重量=0.007854（2204）+0.215（3.5221.2）=1.15kgh不等边角钢（kg/m）：W=0.00785d（B+bd）+0.215（R22r）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=3.5，r=1.2，则每m重量=0.007854（30+204）+0.215（3.5221.2）=1.46kgi 槽钢（kg/m）：W=0.00785hd+2t（bd）+0.349（R2r）h=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

8、的每m重量从冶金产品目录中查出该槽钢t=8，R=8，r=4，则每m重量=0.00785805+28（435）+0.349（824）=8.04kgj工字钢（kg/m）：W=0.00785hd+2t（bd）+0.615（R2r）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=13，R=10，r=5，则每m重量=0.0078525010+213（11810）+0.615（1025）=42.03kgk钢板（kg/m）：W=7.85dd=厚度求厚度4mm的钢板，求每m重量每m重量=7.854=31.4kgl

9、钢管（包括无缝钢管及焊接钢管（kg/m）：W=0.02466S（DS）D=外径，S=壁厚求外径为60mm壁厚4mm的无缝钢管，求每m重量每m重量=0.024664（64）=5.52kg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10100684.514.311.212120745.017.814.014140805.521.516.916160886.026.120.518180946.530.624.120A2001007.035.527.920B2001029.039.531.122A2201107.542.033.022B2201129.546.43

10、6.424A2401168.047.737.424B24011810.052.641.227A2701228.554.642.827B27012410.560.047.130A3001269.061.248.030B30012811.067.252.730C30013013.073.457.436A36013610.076.359.936B36013812.083.565.636C36014014.090.771.240A40014210.586.167.640B40014412.594.173.840C40014614.510280.1槽钢规格重量表槽钢型号尺寸（mm）截面面积（cm2）重量

11、（kg/m）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热轧轻型工字钢尺

12、寸及理论重量规格型号尺寸理论重量高度腿宽腰厚10100554.59.4612120644.811.514140734.913.716160815.015.918180905.118.418a1801005.119.9202001005.221.020a2001105.222.7222201105.424.022a2201205.425.8242401155.627.324a2401255.629.4272701256.031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601457.548.64040015

13、58.056.1454501608.665.2505001709.576.85555018010.389.86060019011.1104.06565020012.0120.07070021013.0138.070a70021015.0158.070b70021017.5184.0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880504.57.52计算公式W(kg/m)=0.00785*腰厚*高+f*(腿宽-腰厚）f值：一般型号及带a的为3.34，带b的为2.65，带c的为2.26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101006

14、84.511.26112.6126745.014.22314140805.516.8916160886.020.51318180946.524.14320a2001007.027.92920b2001029.031.06922a2201107.533.07022b2201129.536.52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b3

15、6013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.90063a63017613.0121.40763b63017815.01

16、31.29863c63018017.0141.189计算公式：W(kg/m)=0.00785*腰厚*高+f*(腿宽-腰厚）f值：一般型号及带a的为3.34，带b的为2.65，带c的为2.26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550324.44.846.565364.45.90880404.57.0510100464.58.5912120524.810.4014a140624.913.3014140584.912.3016160645.014.2016a160685.015.3018180705.116.3018a180745.117.4020200765.218.402

17、0a200805.219.822220825.421.022a220875.422.624240905.624.024a240955.625.827270956.027.7303001006.531.8333301057.036.5363601107.541.9404001158.048.3计算公式w(kg/m)=0.00785*腰厚*高+e*(腿宽-腰厚）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550374.55.4386.363404.86.634880435.08.04510100485.310.00

18、712.6126535.512.31814#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#b280849.535.82328#c280861

19、1.540.21932#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(mm)长度 (m)理论重量 (kg/m)边宽边厚2203 43-90.889/1.1452.5253 43-91.124/1.4593303 43-91.373/1.7863.6363 4 53-91

20、.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 8 104-125.818/6.905/7.976/9.030/11.089

21、8805 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 12 144-1911.928/13.532/16.690/19.782/22.80912.512510 12 144-1919.133/22.696/26.1931414010 12 14 164-1921.488/25.522/29

22、.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）圆钢理论重量表圆钢直径d(型号)理论重量 kg/m圆钢直径d(型号)理论重量kg/m5.50.186131.0460.222141.216.50.26151.3970.302161.5880.395171.789

23、0.499182100.617192.23* 110.746202.47120.888212.72222.986324.5* 233.26* 6526243.55* 6828.5253.857030.2264.177534.7* 274.498039.5284.838544.5* 295.189049.9305.559555.6* 315.9210061.7326.3110568* 336.7111074.6347.1311581.5* 357.5512088.8367.9912596.3388.9130104409.861401214210.91501394512.51601584814.2

24、1701785015.41802005317.3190223* 5518.62002475619.3220298* 5820.72503856022.2螺栓理论重量包括不带螺母及带螺母的螺栓重量，可通过分段计算的方法来计算。螺栓理论重量表如下：规格(直径长度)每千个螺栓重量(公斤)规格(直径长度)每千个螺栓重量(公斤)不带螺母带螺母不带螺母带螺母M10302940M1480117142M10403546M1490129154M10504152M164092126M10604758M1650106140M12304157M1660122156M12404965M1670138172M125058

25、74M1680154188M12606783M1690170204M12707692M16100185219M128085101M2050183245M14406994M2060205267M145081106M2070230292M146093118M2080255317M1470105130M2090279341M20100304366M22160548624规格(直径长度)每千个螺栓重量(公斤)规格(直径长度)每千个螺栓重量(公斤)不带螺母带螺母不带螺母带螺母M20110329391M2480388500M20120354416M2490424536M20130378440M241004

26、59571M2260250326M24110495607M2270280356M24120531643M2280310386M24130566678M2290339415M24140602714M22100369445M24150637749M22110399475M24160673785M22120429505M2780519687M22130459535M2790564732M22140489565M27100609777M22150519595M27110654822M27120699867M3017011541388M27130744912M3018012101444M27140789

27、957M3019012661500M271508341002M3020013221556M271608791047M3021013781612规格(直径长度)每千个螺栓重量(公斤)规格(直径长度)每千个螺栓重量(公斤)不带螺母带螺母不带螺母带螺母M271709241092M3022014341868M271809691137M3611012461617M30100765999M3612013261697M301108201054M3613014061777M301208751109M3614014861857M301309311165M3615015661937M301409861220M36

28、16016462021M3015010421276M3617017262097M3016010981332M3618018062177M3619018862257M4223030953694M3620019662337M4224032043803M3621020462417M4225033133912M3622021262497M4815030053962M3623022062577M4816031474104M3624022862657M4817032894246M4215022232822M4818034314388M4216023322931M4819035734530M4217024413040M4820037154672M4218025503149M4821038574814M4219026593258M4822039994956M4220027683367M4823041415098M4221028773476M4824042835240M4222029863585M4825044325389M4826045745531M4828048585815M4830051426099禁Cccc丶编制