鋼構(gòu)件理論重量表

1、精品文檔鋼 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）3.59.620.075412.570.098519.630.1545.523.760.1875.624.630.193628.270.2226.331.170.2456.533.180.260738.480.3027.544.180.347850.270.395963.630.4991078.540.6171195.030.74612113.100.88813132.70

2、1.0414153.901.2115176.701.3916201.101.5817227.001.7818254.502.0019283.502.2320314.202.4721346.402.7222380.102.9824452.403.5525490.903.8526530.904.1728615.804.8330706.905.5532804.206.3134907.907.13（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/m

3、18-2.00kg/m20-2.47kg/m22-2.98kg/m25-3.85kg/m28-4.83kg/m32-6.31kg/m40-9.87kg/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mm2)L(長度，m)(密度，g/cm3)1/10001.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)0.0061712(含12)以下和28(含28)的鋼筋一般小數(shù)點(diǎn)后取三位數(shù)，14至25鋼筋一般小數(shù)點(diǎn)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/m）】a扁鋼、鋼板、鋼帶 ：W0.00785寬厚b方鋼 ：W0.

4、00785邊長c圓鋼、線材、鋼絲：W0.00617直徑d鍍鋅類鋼材：W原理論重量1.06e鋼管：W0.02466壁厚（外徑-壁厚）f等邊角鋼：W0.00785邊厚（2邊寬-邊厚）g不等邊角鋼：W0.00785邊厚(長邊寬+短邊寬-邊厚)h工字鋼：W0.00785腰厚高+f（腿寬-腰厚）i：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(zhǔn)確計算公式很繁，表列簡式用于計算近似值2f值：一般型號及帶a的為3.34，帶b的為2.65，帶c的為2.263e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

5、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=0.006165ddd=直徑mm求直徑為100mm的圓鋼，求每m重量每m重量=0.006165100=61.65kgb螺紋鋼（kg/m）：W=0.00617ddd=斷面直徑mm求斷面直徑為12mm的螺紋鋼，求每m重量每m重量=0.0061712=0.89kgc方鋼（kg/m）：W=0.00785aa求邊寬為20mm的方鋼，求每m重量每m重量=0.0078520=3.14kgd扁鋼（kg/m）：W=0.00785bdb=邊寬mm，d=厚mm求邊寬為40mm，厚5mm的扁鋼，求每m重量每m重量=0.

6、00785405=1.57kge六角鋼（kg/m）：W=0.006798sss=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=0.00679850=17kgf八角鋼（kg/m）：W=0.0065sss=對邊距離mm求對邊距離為80mm的八角鋼，求每m重量每m重量=0.006580=41.62kgg等邊角鋼（kg/m）：W=0.00785d（2bd）+0.215（R22r）b=邊寬，d=邊厚，R=內(nèi)弧半徑，r=端弧半徑求20mm4mm等邊角鋼的每m重量從冶金產(chǎn)品目錄中查出4mm20mm等邊角鋼的R=3.5，r=1.2，則每m重量=0.007854（2204）+0.215（3.52

7、21.2）=1.15kgh不等邊角鋼（kg/m）：W=0.00785d（B+bd）+0.215（R22r）B=長邊寬，b=短邊寬，d=邊厚，R=內(nèi)弧半徑，r=端弧半徑求30mm20mm4mm不等邊角鋼的每m重量從冶金產(chǎn)品目錄中查出30204不等邊角鋼的R=3.5，r=1.2，則每m重量=0.007854（30+204）+0.215（3.5221.2）=1.46kgi 槽鋼（kg/m）：W=0.00785hd+2t（bd）+0.349（R2r）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80mm43mm5mm的槽鋼的每m重量從冶金產(chǎn)品目錄中查出該槽鋼t=8，R=8，r=

8、4，則每m重量=0.00785805+28（435）+0.349（824）=8.04kgj工字鋼（kg/m）：W=0.00785hd+2t（bd）+0.615（R2r）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250mm118mm10mm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=10，r=5，則每m重量=0.0078525010+213（11810）+0.615（1025）=42.03kgk鋼板（kg/m）：W=7.85dd=厚度求厚度4mm的鋼板，求每m重量每m重量=7.854=31.4kgl鋼管（包括無縫鋼管及焊接鋼管（kg/m）：W=0.024

9、66S（DS）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=0.024664（64）=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10100684.514.311.212120745.017.814.014140805.521.516.916160886.026.120.518180946.530.624.120A2001007.035.527.920B2001029.039.531.122A2201107.542.033.022B2201129.546.436.424A2401168.047.737.424B24

10、011810.052.641.227A2701228.554.642.827B27012410.560.047.130A3001269.061.248.030B30012811.067.252.730C30013013.073.457.436A36013610.076.359.936B36013812.083.565.636C36014014.090.771.240A40014210.586.167.640B40014412.594.173.840C40014614.510280.1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550374.56.935.446

11、.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101005

12、54.59.4612120644.811.514140734.913.716160815.015.918180905.118.418a1801005.119.9202001005.221.020a2001105.222.7222201105.424.022a2201205.425.8242401155.627.324a2401255.629.4272701256.031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601457.548.6404001558.056.1454501608.665.250500

13、1709.576.85555018010.389.86060019011.1104.06565020012.0120.07070021013.0138.070a70021015.0158.070b70021017.5184.0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)格型號尺寸理論重量高度腿寬腰厚10100684.511.26112.6126745.014.223

14、14140805.516.8916160886.020.51318180946.524.14320a2001007.027.92920b2001029.031.06922a2201107.533.07022b2201129.536.52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.0

15、71.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.90063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189計算

16、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550324.44.846.565364.45.90880404.57.0510100464.58.5912120524.810.4014a140624.913.3014140584.912.3016160645.014.2016a160685.015.3018180705.116.3018a180745.117.4020200765.218.4020a200805.219.822220825.421.0

17、22a220875.422.624240905.624.024a240955.625.827270956.027.7303001006.531.8333301057.036.5363601107.541.9404001158.048.3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 型號尺寸理論重量高度腿寬腰厚550374.55.4386.363404.86.634880435.08.04510100485.310.00712.6126535.512.31814#a14058

18、6.014.53514#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#c2808611.540.21932#a320888.038.0833

19、2#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 43-91.373/1.7863.6363 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 84-122.624/3.446/4.25