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钢材重量表

发布时间:2023-06-07 作者:admin 来源:文学

钢材重量表

钢材重量表

红色景点-事故级别

2023年2月21日发(作者:cm换算英寸)

槽钢理论重量表大全

热轧普通槽钢规格理论重量表大全/每米

h-高度;b-腿宽;d-腰厚;t-平均腿厚;r-内圆弧半径;r1-腿端圆弧半径

型号

尺寸

截面面积理论重量

hbdtrr

1

(mm)

(cm

2)(kg/m)

长度:5-8号长5-12m;10-18号长5-19m;20-40号长6-19m

制造钢号:A

3

,A

3

F,B

3

F等

焊管尺寸规格表

双击自动滚屏

焊管尺寸规格表

mm

壁?厚/mm

O.50.60.81.01.21.41.51.61.82.O2.22.52.83.03.23.5

钢管的理论质量/(kg/m)

5O.0550.065O.083O.099

80.092O.109O.142O.173O.201

100.117O.1390.1810.2220.260

120.142O.169O.221O.271O.320O.366O.3880.410

13O.1830.2410.296O.3430.400O.4250.450

140.198O.260O.321O.379O.435O.462O.489

15O.1230.280O.3450.408O.470O.499O.529

16O.228O.300O.3700.4380.504O.536O.568

170.243O.320O.395O.4680.359O.573O.608

180.2570.339O.419O.497O.5730.6100.647

19O.272O.3590,4440.5270.608O.647O.687

200.2870.379O.469O.556O.642O.684O.7260.8080.888

210.3990.4930.5860.677O.721O.7650.8520.937

22O.418O.518O.616O.7UO.758O.805O.8970.9861.074

25O.477O.592O.7040.815O.869O.9231.0301.1341.2371.387

28O.537O.666O.7930.918O.9801.04121.1631.2821.4001.5721.740

300.576O.7150.8520.9871.0541.1211.2521.3811.5081.6951.8781.997

32O.7640.9111.0651.1281.1991.3411.4801.6171.18192.0162.145

34O.814O.9711.1251.2021.2781.4291.5781.7251.9422.1542.293

37O.8881.0591.2291.3131.3971.5621.7261.8882.1272.3612.515

外径

/mm

壁?厚/mm

O.50.6O.81.O1.21.41.51.61.82.O2.22,52.83.03.23.5

钢管的理论质量/(kg/m)

380.9121.0891.2641.3501.4361.6071.7761.9422.1892.4302.5892.7462.978

40O.9621.1481.3331.4241.5151.6961.8742.0512.3122.5692.7372.9043.150

451.091.301.5l1.611.711.922.122.322.622.913.113.303.58

461.331.541.651.751.962.172.382.682.983.183.383.668

481.381.6l1.721.832.052.272.482.813.123.333.543.84

501.441.681.791.912.142.372,592.933.263.483.694.Ol

5l1.471.711.831.952.182.422.652.993.333.553.774.10

531.531.781.902.032.272.522.763.113.473.703.934.27

541.561.821.942.072.322.562.813.173.543.774.014.36

601.742.022.162.302.582.863.143.543.954.224.484.88

63.51.842.142.292.442.743.033.333.764.194.484.765.18

652.352.502.813.113.413.854.294.594.885.31

702.372.703.033.353.684.164.644.965.275.74

762.762.943.293.654.004.535.055.405.746.26

802.903.093.473.854.224.785.335.706.066.60

833.OI3.2l3.603.994.384.965.545.926.306.86

893.243.453.874.294.715.335.956.366.777.38

953.463.694.144.595.035.706.376.8l17.247.90

焊管理论重量表与焊管理论重量计算公式

规格

外径(mm)壁厚(mm)

最小壁厚

(mm)

焊管(6米定尺)镀锌管(6米定尺)

kg/mkg/mkg/mkg/m

公称内径英寸

DN151/221.32.82.451.287.681.3578.14

DN203/426.92.82.451.669.961.7610.56

DN25133.73.22.82.4114.462.55415.32

DN321.2542.43.53.063.3620.163.5621.36

DN401.548.33.53.063.8723.224.124.6

DN50260.33.83.3255.2931.745.60733.64

DN652.576.143.57.1142.667.53645.21

DN80388.948.3850.288.8853.28

DN1004114.3410.8865.2811.5369.18

DN12551404.515.0490.2415.94298.65

DN1506168.34.518.18109.0819.27115.62

DN2008219.1

(焊管)6.0

31.53189.18

DN2008219.1

(热镀锌)6.5

36.12216.7

角钢理论重量表

型号

尺寸(mm)

长度

(m)

理论重量

(kg/m)

边宽边厚

220

3

4

3-9

0.889

1.145

2.525

3

4

3-9

1.124

1.459

3

30

30

3

4

3-9

1.373

1.786

3.636

3

4

5

3-9

1.656

2.163

2.654

440

3

4

3-9

1.852

2.422

52.976

4.545

3

4

5

6

4-12

2.088

2.736

3.369

3.985

550

3

4

5

6

4-12

2.332

3.059

3.770

4.465

5.656

3

4

5

8

4-12

2.624

3.446

4.251

6.568

6.363

4

5

6

8

10

4-12

3.907

4.822

5.721

7.469

9.151

770

4

5

6

7

8

4-12

4.372

5.397

6.406

7.398

8.373

7.575

5

6

7

4-12

5.818

6.905

7.976

8

10

9.030

11.089

880

5

6

7

8

10

4-12

6.211

7.376

8.525

9.658

11.874

990

6

7

8

10

12

4-19

8.350

9.656

10.946

13.476

15.940

10100

6

7

8

10

12

14

16

9.366

10.830

12.276

15.120

17.898

20.611

23.257

11110

7

8

10

12

14

4-19

11.928

13.532

16.690

19.782

22.809

12.5125

10

12

4-19

19.133

22.696

1426.193

14140

10

12

14

16

4-19

21.488

25.522

29.490

33.393

16160

10

12

14

16

6-19

24.729

29.391

33.987

38.518

18180

12

14

16

18

6-19

33.159

38.383

43.542

48.634

20200

14

16

18

20

24

6-19

42.894

48.680

54.401

60.056

71.168

????????????热轧等边角钢尺寸及重量??????计算公式:W(kg/m)=0.00785*边厚*

(2边宽-边厚)

不等边角钢理论重量计算

钢材理论重量计算的计量单位为公斤(kg)。其基本公式为:

W(重量,kg)=F(断面积mm2)×L(长度,m)×ρ(密度,g/cm3)

×1/1000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不等边角钢(kg/m)

W=0.00785×[d(B+b?Cd)+0.215(R2?C2r2)]

B=长边宽b=短边宽d=边厚R=内弧半径r=端弧半径

求30mm×20mm×4mm不等边角钢的每m重量。从冶金产品目录中查出30×20

×4不等边角钢的R为3.5,r为1.2,则每m重量=0.00785×[4×(30+20?C4)

+0.215×(3.52?C2×1.22)]=1.46kg

型号

尺寸(mm)

理论重量(kg/m)

长边宽短边宽边厚

2.5/16

25

25

16

16

3

4

0.912

1.176

3.2/2

322031.171

322041.522

4/2.5

402531.484

402541.936

4.5/2.

8

452831.687

452842.203

5/3.2

503231.908

503242.494

5.6/3.

6

563632.153

563642.818

563653.466

6.3/4

634043.185

634053.920

634064.638

634075.339

7/4.5

704543.570

704554.403

704565.218

704576.011

7.5/5

755054.808

755065.699

755087.431

7550109.098

8/5

805055.005

805065.935

805076.848

805087.745

9/5.6

905655.661

905666.717

905677.756

905688.779

10/6.3

1006367.550

1006378.722

1006389.878

100631012.142

10/81008068.350

1008079.656

10080810.946

100801013.476

11/7

1107068.350

1107079.656

11070810.946

110701013.476

12.5/8

12580711.066

12580812.511

125801015.474

125801218.330

14/9

14090814.160

140901017.475

140901220.724

140901423.908

16/10

1601001019.872

1601001223.592

1601001427.247

1601001630.835

18/11

1801101022.273

1801101226.464

1801101430.589

1801101634.649

20/12.

5

2001251229.761

2001251434.436

2001251639.045

2001251843.588

工字钢理论重量表大全

热轧普通工字钢每米重量表

型???号

尺寸(毫米)

截面面积

(厘米2)

理论重量

(公斤/米)

hbdtr1

10100684.57.63.314.311.2

12.61267458.43.518.114.2

14140805.59.13.821.516.9

161608869.9426.120.5

18180946.510.74.330.624.1

20a200100711.44.535.527.9

20b200102911.44.539.531.1

22a2201107.512.34.84233

22b2201129.512.34.846.436.4

25a25.538.1

25b25.542

28a2801228.513.75.355.4543.4

28b28012410.513.75.361.0547.9

32a3201309.5155.867.0552.7

32b32013211.5155.873.4557.7

32c32013413.5155.879.9562.8

36a3601361015.8676.359.9

36b3601381215.8683.565.6

36c3601401415.8690.771.2

40a40014210.516.56.386.167.6

40b40014412.516.56.394.173.8

40c40014614.516.56.310280.1

45a45015011.5186.810280.4

45b45015213.5186.811187.4

45c45015415.5186.812094.5

50a5993.6

50b59101

50c59109

56a56016612.5217.3135.25106.2

56b56016814.5217.3146.45115

56c56017016.5217.3157.85123.9

63a63017613227.5154.9121.6

63b63017815227.5167.5131.5

63c63018017227.5180.1141

热轧轻型工字钢每米重量表

尺寸(毫米)

截面面积

(厘米

2)

理论重

(公斤/

米)

尺寸(毫米)

截面面积

(厘米2)

理论重

(公斤/

米)

hbdthbdt

10

10

0

554.57.212.09.4618

18

0

905.18.123.418.4

12

12

0

644.87.314.711.5

18

a

18

0

10

0

5.18.325.419.9

14

14

0

734.97.517.413.720

20

0

10

0

5.28.426.821.0

16

16

0

815.07.820.215

20

a

20

0

11

0

5.28.628.922.7

222201105.48.730.624..013.071.456.1

22a2201205.48.932.825.8454501608.614.283.065.2

242401155.69.534.827.3505001709.515.297.876.8

24a2401255.69.837.529.45555018010.316.511489.8

272701256.09.840.231.56060019011.117.8132104

27a2701356.010.243.233.9656502001219.2153120

303001356.510.246.536.57.8176138

30a3001456.510.749.939.270a7002101524.0202158

333301407.011.253.842.270b70021017.528.2234184

363601457.512.361.948.6

槽钢理论重量表大全

槽钢理论重量

规格型号重量/米

(kg)

50*37*4.55#5.44

63**40*4.86.3#6.635

65*40*4.86.5#6.7

80*43*58#8.045

100*48*5.310#10.007

120*53*5.512#12.06

126*53*5.512.6#12.37

140*60*814#A14.53

140*60*814#B16.73

160*63*6.516#A17.23

160*65*8.516#B19.755

180*68*718#A20.17

180*70*918#B23

200*73*720#A22.637

200*75*920#B25.777

220*77*722#A24.999

220*79*922#B28.453

240*78*724#A26.86

240*80*924#B30.628

250*78*725#A27.41

250*80*925#B31.335

270*82*7.527#A30.838

270*84*9.527#B35.077

280*82*7.528#A31.427

280*84*9.528#B35.823

300*85*7.530#A34.463

300*87*9.530#B39.173

320*88*832#A38.083

320*90*1032#B43.107

360*96*936#A47.814

360*98*1136#B53.466

400*100*10.540#A58.928

400*102*12.540#B65.208

6分管是dn20的,6分管的外径是

26.9mm。

6分管的国标壁厚是2.8mm。

6分焊管一米重量是1.66公斤。

数值修约方法按GB8170《数值修约规则》的规定

螺旋管每米理论重量公式=(外径-壁厚)x壁厚x0.0246615

螺旋管理论重量公式表

规格壁厚米重

国标

水压值

37标

水压值

规格壁厚米重

国标

水压值

37标

水压值

219

632.029.77.7

720

6106.153.02.3

737.1011.39.07123.593.52.7

842.1312.910.38140.974.03.1

273

640.017.76.29158.314.53.5

746.429.07.210175.605.03.9

852.7810.38.312210.026.04.7

325

647.76.55.2

820

7140.853.12.4

755.407.66.18160.703.52.7

863.048.76.99180.504.03.1

377

655.405.74.510200.264.43.4

764.376.75.211219.964.83.8

873.307.66.012239.625.34.1

982.188.66.8

920

8180.433.12.5

1091.01-7.59202.703.52.8

426

662.255.14.010224.923.93.1

772.835.94.611247.224.33.4

882.976.85.312269.214.73.7

993.057.66.010208200.162.82.2

10103.098.56.79224.893.22.5

478

670.344.53.510249.583.52.8

781.815.34.111274.223.93.0

893.236.04.712298.814.23.3

9104.606.85.3

1220

8239.62-1.8

10115.927.55.910298.903.02.3

529

677.894.13.211328.473.22.5

790.614.83.712357.993.52.8

8103.295.44.313387.463.83.0

9115.926.14.8

1420

10348.232.82.0

10128.496.85.314417.183.22.4

630

692.833.42.6

1620

12476.372.92.1

7108.054.03.114554.993.22.4

8123.224.63.6182014627.043.32.2

9138.335.14..09-2.0

10153.405.74.5222014762.15-1.8

常用钢材理论重量换算表

规格

理论

重量

规格

理论

重量

规格

理论

重量

规格

理论

重量

规格

焊接钢管螺旋管钢板编钢角钢

Dg151.26377*873.30&=2.015.70-80*85.02∠=70*7

Dg201.63377*982.18&=2.519.63镀锌铁皮∠=75*8

Dg252.42377*1091.01&=323.55&=0.54.16∠=80*8

Dg323.13426*552.41&=431.40&=0.756.24∠=100*10

Dg403.84426*662.65&=539.25&=0.86.66∠=120*12

Dg504.88426*772.83&=647.10&=1.08.32无逢

Dg656.64426*882.97&=862.80&=1.29.99Φ22*3

Dg808.34426*993.05&=970.65&=1.512.48Φ22*3.5

Dg10010.85426*10103.09&=1078.50&=2.016.64Φ22*4

Dg12515.04529*677.89&=1294.20花纹钢板Φ25*3

Dg15017.81529*790.61&=14109.90(豆形)&=434.40Φ25*3.5

Dg20031.52529*8103.29&=16125.50(豆形)&=650.10Φ25*4

螺旋管529*9115.92&=18141.30槽钢Φ32*3

219*526.90529*10128.49&=20157.00[=55.438Φ32*3.5

219*632.03529*11141.02圆钢[=66.634Φ32*4

219*737.11529*12153.50Φ60.222[=88.045Φ38*3

219*842.15529*13165.93Φ6.50.260[=1010.007Φ38*3.5

273*533.55630*692.83Φ80.395[=1212.318Φ38*4

273*640.01630*7108.05Φ100.617[=12.615.692Φ38*4.5

273*746.42630*8123.22Φ110.746[=1416.733Φ48*3.

273*852.78630*9138.33Φ120.888[=1619.740Φ48*3.5

273*959.10630*10168.40Φ141.210[=1822.990Φ48*4

273*1065.36630*11168.42Φ161.580角钢Φ48*4.5

325*539.96630*12183.39Φ182.000∠=25*31.124Φ57*4

325*647.70630*13198.31Φ202.470∠=25*41.459Φ57*5

325*755.40钢板扁钢∠=30*31.373Φ57*6

325*863.04&=0.53.93-25*30.59∠=30*41.786Φ76*3.5

325*970.64&=0.755.89-25*40.78∠=40*42.422Φ76*4

325*1078.18&=0.86.28-30*30.71∠=50*53.770Φ76*4.5

377*546.37&=1.07.85-40*41.26∠=60*65.420Φ89*4.5

377*655.40&=1.29.42-50*51.96∠=63*65.721Φ89*5

377*764.37&=1.511.78-60*62.83∠=75*66.905Φ89*6

扁铁理论重量-扁钢规格表

扁钢规格、重量表[冶标(GB)704-65]

宽度

(mm)

厚度

?4

??5

???

?6?7?8??9?1022252830

重量(kg/m)

120.380.470.570.660.75

140.440.550.660.770.88

160.500.630.750.881.001.151.26

180.570.710.850.991.131.271.41

200.630.790.941.101.261.411.571.731.88

220.690.861.041.211.381.551.731.902.07

250.790.981.181.371.571.771.962.162.362.753.14

280.881.101.321.541.761.982.202.422.643.083.53

300.941.181.411.651.882.122.362.592.833.363.774.244.71

321.011.251.501.762.012.262.542.763.013.514.024.525.02

(35)1.101.371.651.922.202.753.303.95

361.131.411.691.972.262.512.823.113.393.954.525.095.65

401.261.571.882.202.512.833.143.453.774.405.025.656.286.917.858.79

451.411.772.122.472.833.183.533.892.244.955.656.367.077.778.839.8910.60

501.571.962.362.753.143.533.934.324.715.506.287.077.858.649.8110.9911.78

(55)1.732.162.593.023.454.325.196.05

561.762.202.643.083.523.954.394.835.276.157.307.918.799.6710.9912.3113.19

601.882.362.833.303.774.244.715.185.656.597.548.489.4210.3611.7813.1914.13

631.982.472.973.463.954.454.945.445.936.927.918.909.6910.8812.3613.8514.34

652.042.553.063.574.084.595.105.616.127.148.169.1910.2111.2312.7614.2915.31

702.202.753.303.854.404.955.506.046.597.698.798.8910.9912.0913.7415.3916.49

752.362.943.534.124.715.305.896.487.078.249.4210.6011.7812.9514.7216.4917.66

802.513.143.774.405.025.656.286.917.548.7910.0511.3012.5613.8215.7017.5818.84

852.673.344.004.675.346.016.677.348.019.3410.6812.0113.3514.6816.6818.6820.02

902.833.534.244.955.566.367.077.778.489.8911.3012.7214.1315.5417.6519.7821.20

952.983.73

4.47,5.225.976.717.468.208.9510.4411.9313.4214.9216.4118.8420.8822.37

1003.143.934.715.506.287.077.858.649.4210.9912.5614.1315.7017.2719.6321.9823.55

1053.304.124.955.776.597.428.249.079.8911.5413.1914.8416.4918.1820.6123.0824.73

1103.454.325.186.046.917.778.649.5010.3612.0913.8215.5417.2719.0021.5924.1825.91

1203.774.715.656.597.548.489.4210.3611.3013.1915.0716.9618.8420.7223.5526.3828.26

1253.934.915.896.677.858.839.8110.7611.7813.7415.7017.6619.6321.5024.5327.4829.44

1304.085.106.127.148.169.1810.2111.2312.2514.2916.3318.8720.4122.4525.5128.5730.62

1404.405.506.597.698.799.8910.9912.0913.1915.3917.5819.7821.9824.1827.4830.7732.97

1504.715.897.078.249.4210.6011.7812.9514.1316.4918.8421.2023.5525.9129.4432.9735.33

1605.026.287.548.7910.0511.3012.5613.8215.0717.5820.1022.6125.1227.6331.4035.1737.63

1705.346.678.019.3410.6812.0113.3514.6816.0118.6821.3524.0226.0929.3633.3637.3740.04

1805.657.078.489.8911.3012.7214.1315.5416.9619.7822.6125.4328.2631.0935.3339.5642.39

1905.977.468.9510.4411.9313.4214.9216.4117.9020.8823.8626.8529.8332.8137.2941.7644.75

2006.287.859.4210.9912.5614.1315.7017.2718.8421.9825.1228.2631.4034.5439.2543.9647.10

注扁钢按其表列重量不同分为三组:

第一组每m小于19kg,通常长(非定尺)3~9m。

第二组每m小于19~60kg,通常长(非定尺)3~7m。

第三组每m大于60kg,通常长(非定尺)3~5m。

括号内型号为非标准产品,通常长度2~6m。

花纹板理论重量表

理论重量(kg/m2)

厚度(mm)菱形扁豆形圆豆形

2.521.621.321.1

325.624.424.3

3.529.528.428.3

433.432.432.3

4.537.336.436.2

542.340.540.2

5.546.244.344.1

650.148.448.1

75952.652.4

866.856.456.2

钢板网每平方米的重量表

厚度

理论重

厚度

理论重

厚度理论重量厚度

(毫米)(公斤)(毫米)(公斤)(毫米)(公斤)(毫米)

0.21.570.75.4951.612.564

0.251.9630.755.8881.814.134.5

0.272.120.86.28215.75

0.32.3550.97.0652.217.275.5

0.352.74817.852.519.636

0.43.141.18.6352.821.987

0.453.5331.29.42323.558

0.53.9251.259.8133.225.129

0.554.3181.410.993.527.4810

0.64.711.511.783.829.8311

1294.222172.734266.954

13102.123180.636282.656

14109.924188.438298.358

15117.825196.34031460

16125.626204.142329.7

17133.52721244345.4

18141.328219.846361.1

19149.229227.748376.8

2015730235.550392.5

21164.932251.252408.2

不锈钢管理论重量表

外径×壁厚

(mm)

重量

(kg/m)

外径×壁厚

(mm)

重量

(kg/m)

外径×壁厚

(mm)

重量

(kg/m)

6×10.12527×3.52.04957×3.54.664

6×1.50.16828×21.29560×45.580

8×10.17428×31.86860×56.850

8×1.50.24330×21.39563.5×45.929

10×10.22430×2.51.71370×3.55.798

10×1.50.31830×32.01876×47.174

12×10.27432×21.49576×4.58.015

12×1.50.39232×2.51.83776×58.843

12×20.49832×32.16780×47.753

14×10.32432×3.52.48589×48.469

14×20.59833.5×3.52.61689×4.59.472

14×30.82234×32.31789×510.462

16×20.69734×3.52.65989×612.405

16×30.97138×32.616102×512.081

17×31.04638×3.53.008102×614.348

18×10.42340×21.893108×410.363

18×1.50.61740×32.765108×4.511.602

18×20.79742×32.914108×512.829

18×31.12142×3.53.357114×4.512.274

20×10.47342×43.786127×515.195

20×20.89745×33.139133×515.942

20×31.27045×3.53.618133×618.981

21×31.34548×33.363159×4.517.319

22×20.99648×3.53.880159×519.181

22×2.51.21448×44.384159×622.867

22×31.42050×44.583168×624.212

25×21.14650×55.605219×631.835

25×2.51.40151×33.587219×842.048

25×31.64451×3.54.141273×9.361.090

27×31.79457×34.035325×1078.467

钢板理论重量表、计算方法

百纳网收集整理2008年10月23日访问次数4292

钢板理论重量表(钢板的理论重量)

厚度

(mm)

理论重量

(kg/m2)

厚度(mm)

理论重量

(kg/m2)

厚度

(mm)

理论重量

(kg/m2)

0.201.570.755.891.814.13

0.251.960.806.282.015.70

0.302.360.907.072.217.27

0.352.751.007.852.519.36

0.403.141.18.642.821.98

0.453.531.29.423.023.55

0.503.931.310.213.225.12

0.554.321.410.993.527.48

0.604.711.511.783.829.83

0.655.101.612.563.930.62

0.705.501.713.354.031.40

中厚钢板理论重量表(中厚钢板钢板的理论重量)

厚度

(mm)

理论重量

(kg/m2)

厚度

(mm)

理论重量

(kg/m2)

厚度

(mm)

理论重量

(kg/m2)

4.535.3316125.6038298.30

539.2518141.3040314.00

5.543.1820157.0042329.70

647.1622172.7044345.40

754.9524188.4045353.25

862.8025196.2546361.10

970.6526204.1048376.80

1078.6028219.8050392.50

1186.3530235.5052408.20

1294.2032251.2054423.90

13102.1034266.9055431.75

14109.9035274.7556439.60

15117.7536282.6058455.30

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