设为首页 收藏本站 联系我们
  首 页 企业简介 资质荣誉 服务项目 工程设计 工程实例 售后服务 联系我们  
钢框架结构
轻钢结构
围墙、护栏
连廊、过道
金属异型结构
隔断、阳光棚
钢雨蓬(棚)
钢梯
钢平台、阁楼、夹层
钢结构加层
彩钢、钢构
 联系人:卢经理
 电  话:010-51141278
        13681313121
 邮  箱:bjftgjg@126.com

 网  址:www.bjftgjg.com

 地  址:北京市朝阳区来广营北
         路沙子营工业区288号

钢材理论重量表
 钢材理论重量表
角钢(等边)
 
工字钢
热镀锌管
圆钢
 
规格
公斤/米
规格
公斤/米
规格
公斤/米
规格
公斤/米
公斤/米
规格
公斤/米
 
20*3
0.889
5#
5.438
10#
11.261
DN15   1/2〞
1.26
1.33
8 MM
0.395
 
25*3
1.124
6.3#
6.634
12#
13.987
DN20   3/4〞
1.63
1.73
10 MM
0.617
 
30*3
1.373
6.5#
6.709
12#B
14.223
DN25    1〞
2.42
2.57
12 MM
0.888
 
40*4
2.422
8#
8.046
14#
16.890
DN32   11/4〞
3.12
3.32
14MM
1.21
 
50*5
3.77
10#
10.007
16#
20.513
DN40   11/2〞
3.84
4.07
16MM
1.58
 
63*6
5.721
12#A
12.059
18#
24.143
DN50    2〞
4.88
5.17
18MM
2.00
 
70*7
7.398
12#B
12.318
20#
27.929
DN65   21/2〞
6.64
7.04
20MM
2.47
 
75*7
7.976
14#
14.535
20#B
36.524
DN80    3〞
8.34
8.84
22MM
2.98
 
75*8
9.030
14#B
16.733
22#
33.070
DN100    4〞
10.85
11.5
24MM
3.55
 
80*8
9.658
16#
17.240
22#B
36.524
DN125    5〞
15.04
15.94
25MM
3.85
 
80*10
11.874
16#B
19.752
24#
37.477
DN150    6〞
17.81
18.88
28MM
4.83
 
90*8
10.946
18#
20.174
24#B
41.245
DN200    8〞
31.52
33.41
30MM
5.55
 
90*10
13.476
18#B
23.00
25#
38.105
32 MM
6.31
 
100*10
15.120
20#
22.637
25#B
42.030
扁钢公斤/米
花纹板 公斤/㎡
35 MM
7.55
 
110*10
16.690
20#B
25.777
27#
42.825
16*2
0.25
3MM
26.6
38 MM
8.9
 
125*10
19.133
22#
24.999
27#B
47.084
20*3
0.47
4MM
34.4
40 MM
9.87
 
125*12
22.696
22#B
28.453
28#
43.492
25*3
0.59
5MM
42.3
42 MM
10.87
 
140*12
25.522
24#
26.860
28#B
47.888
30*3
0.71
6MM
50.1
45 MM
12.43
 
140*14
29.490
24#B
30.628
30#
48.084
40*4
1.26
8MM
65.8
50 MM
15.42
 
160*12
33.987
25#
27.410
30#B
52.794
50*5
1.96
钢板     公斤/㎡
55 MM
18.60
 
160*14
38.518
25#B
31.335
32#
57.741
60*6
2.83
1MM
7.85
60 MM
22.20
 
180*16
43.542
27#
35.077
32#B
70*7
3.85
1.2 MM
9.42
65 MM
26.00
 
180*18
48.634
27#B
39.316
36#
60.037
80*8
5.02
1.5 MM
11.775
70 MM
30.20
 
200*18
54.401
28#
35.823
36#B
65.689
90*9
6.36
1.8MM
4.36
75 MM
34.70
 
200*20
60.056
28#B
40.219
40#
67.589
100*10
7.85
2.0MM
15.7
80 MM
39.5
 
200*24
71.168
30#
34.463
40#B
73.87
100*8
6.28
2.5MM
19.63
85 MM
44.58
 
30#B
39.173
50#B
101.554
3.0MM
23.55
90 MM
49.90
 
。无缝钢管计算公式为:外径-臂厚*臂厚*0.02466=每米重量 例如:ф159*5无缝钢管每米重量计算为:
   【159-5*5*0.02466=19.988公斤/米】
。螺旋焊管计算方法与无缝钢管相同.(试用于焊接钢管).螺旋焊管每米另加0.5公斤
。钢板重量计算方法为:长*宽*厚*7.85 例如:一块8.5米长1.8宽厚为12MM的钢板重量为:
  【8.5*1.8*12*7.85=1441.26公斤】   扁钢的重量与钢板相同.
。圆钢 螺纹钢每米重量计算方法为:直径*直径*0.617  例如:计算ф85MM圆钢及18MM螺纹钢每米重量分别为:
  【85*85*0.00617=44.578公斤/米 】     【 18*18*0.00617=2.00公斤/米】
不锈钢的比重为:8.00     铝的比重为:2.8
 
 
缝钢管理论重量表
 
无缝钢管理论重量表
3
3.5
4
4.5
5
5.5
6
32
2.146
2.460
2.762
3.052
3.329
3.594
3.847
38
2.589
2.978
3.354
3.718
4.069
4.408
4.735
42
2.885
3.323
3.749
4.162
4.562
4.951
5.327
45
3.107
3.582
4.044
4.495
4.932
5.358
5.771
50
3.477
4.014
4.538
5.049
5.549
6.036
6.511
54
3.773
4.359
4.932
5.493
6.042
6.578
7.103
57
3.995
4.618
5.228
5.826
6.412
6.985
7.546
60
4.217
4.877
5.524
6.159
6.782
7.392
7.990
63.5
4.476
5.179
5.869
6.548
7.214
7.867
8.508
68
4.809
5.567
6.313
7.047
7.768
8.477
9.174
70
4.957
5.740
6.511
7.269
8.015
8.749
9.470
73
5.179
5.999
6.807
7.602
8.385
9.156
9.914
76
5.401
6.258
7.103
7.935
8.755
9.563
10.358
89
6.363
7.380
8.385
9.378
10.358
11.326
12.281
108
7.768
9.020
10.259
11.486
12.701
13.903
15.093
133
11.178
12.725
14.261
15.783
17.294
18.792
 
159
13.422
15.290
17.146
18.989
20.821
22.639
 
219
18.601
21.209
23.805
26.388
28.959
31.517
 
273
23.262
26.536
29.797
33.046
36.283
39.508
 
325
27.750
31.665
35.568
39.458
43.337
47.202
 
355
38.897
43.158
47.406
51.641
 
 
 
377
41.339
45.871
50.390
54.897
 
 
 
426
46.777
51.913
57.036
62.147
 
 
 
450
 
 
 
 
 
 
 
480
 
 
 
 
 
 
 
530
 
 
 
 
 
 
 
630
 
 
 
 
 
 
 
单位:Kg/m
 
 
 
 
 
 
 
外径
壁厚
6.5
7
8
8.5
9
10
12
32
4.088
 
 
 
 
 
 
38
5.049
 
 
 
 
 
 
42
5.691
 
 
 
 
 
 
45
6.172
 
 
 
 
 
 
50
6.973
7.423
8.286
8.699
 
 
 
54
7.614
8.114
9.075
9.538
 
 
 
57
8.095
8.632
9.667
10.167
 
 
 
60
8.576
9.149
10.259
10.796
 
 
 
63.5
9.137
9.754
10.950
11.529
 
 
 
68
9.858
10.530
11.838
12.473
 
 
 
70
10.179
10.876
12.232
12.892
13.539
14.797
17.164
73
10.660
11.394
12.824
13.521
14.205
15.537
18.052
76
11.141
11.912
13.416
14.150
14.871
16.277
18.940
89
13.225
14.156
15.981
16.875
17.756
19.483
22.787
108
16.270
17.436
19.729
20.858
21.973
24.168
28.410
133
20.278
21.751
24.662
26.098
27.522
30.334
35.809
159
24.446
26.240
29.791
31.548
33.293
36.746
43.503
219
34.064
36.598
41.629
44.126
46.610
51.543
61.259
273
42.720
45.920
52.283
55.445
58.596
64.860
77.240
325
51.056
54.897
62.542
66.346
70.137
77.684
92.629
355
55.865
60.076
68.460
72.634
76.796
85.082
101.507
377
59.391
63.873
72.801
77.246
81.679
90.508
108.018
426
67.246
72.332
82.468
87.518
92.555
102.592
122.519
450
71.093
76.475
87.203
92.549
97.882
108.511
129.621
480
75.902
81.654
93.122
98.837
104.540
115.909
138.499
530
83.917
90.286
102.987
109.319
115.638
128.240
153.296
630
99.947
107.549
122.716
130.281
137.833
152.902
182.890
 
注:计算常用型材理论重量计算公式:无缝钢管理论重量表
 m=F×L×ρ
 m—质量 Kg ;F—断面积m2/m ;L—长度m ; ρ—密度 *Kg/m3
☆其中:F断面积计算方法:
1、方钢      F= a2  
2、钢管     F=3.1416×$(D-$)     D—直径      $—厚度
3、钢板、扁钢   F= a×$            a—宽度
密度:
钢材:7.85*103 kg/m3
铝:2.5~2.95*103
铜:8.45~8.9*103
铸铁:6.6~7*103
尼龙:1.04~1.15*103
 
 
 

常用C型钢理论重量表




    
型号
   尺    寸(mm)
截面积
理论重量
h
b
a
t
cm2
kg/m
C80
80
40
15
2
3.74
2.72
C100
100
50
15
2.5
5.23
4.11
C120
120
50
20
2.5
5.98
4.7
C120
120
60
20
3
7.65
6.01
C140
140
60
20
3
8.25
6.48
C160
160
70
20
3
9.45
7.42
 
C180
180
70
 
 
 
8.64
C200
200
70
 
 
 
9.12
C220
220
70
 
 
 
9.6
C240
240
100
 
 
 
11.52
C260
260
100
 
 
 
12
C280
280
100
 
 
 
12.48
C300
300
100
 
 
 
12.96
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
常用H型钢理论重量表
 
型号
截面尺寸 (mm)
截面面积
理论重量
(高度*宽度)
H*B
t1
t2
r
cm2
kg/m
175*90
175*90
5
8
10
23.21
18.2
200*100
198*99
4.5
7
13
23.59
18.5
200*100
200*100
5.5
8
13
27.57
21.7
250*125
248*124
5
8
13
32.89
25.8
250*125
250*125
6
9
13
37.87
29.7
300*150
298*149
5.5
8
16
41.55
32.6
300*150
300*150
6.5
9
16
47.53
37.3
350*175
346*174
6
9
16
53.19
41.8
350*175
350*175
7
11
16
63.66
50
400*150
400*150
8
13
16
71.12
55.8
400*200
396*199
7
11
16
72.16
56.7
400*200
400*200
8
13
16
84.12
66
450*150
450*150
9
14
20
83.41
65.5
450*200
446*119
8
12
20
84.95
66.7
450*200
450*200
9
14
20
97.41
76.5
500*150
500*150
10
16
20
98.23
77.1
500*200
496*199
9
14
20
101.3
79.5
500*200
500*200
10
16
20
114.2
89.6
500*200
506*201
11
19
20
131.3
103
600*200
596*199
10
15
24
121.2
95.1
600*200
600*200
11
17
24
135.2
106
600*200
606*201
12
20
24
153.3
120
700*300
692*300
13
20
28
211.5
166
700*300
700*300
13
24
28
235.5
185
常用H型钢理论重量表

型号
截面尺寸(mm)
截面面积
理论重量
(高度*宽度)
H*B
t1
t2
r
cm2
kg/m
100*100
100*100
6
8
10
21.9
17.2
175*175
175*175
7.5
11
13
51.43
40.3
200*200
200*200
8
12
16
64.28
50.5
200*200
200*204
12
12
16
72.28
56.7
250*250
244*252
11
11
16
82.05
64.4
250*250
250*250
9
14
16
92.18
72.4
250*250
250*255
14
14
16
104.7
82.2
300*300
294*302
12
12
20
108.3
85
300*300
300*300
10
15
20
120.4
94.5
300*300
300*305
15
15
20
135.4
106
350*350
338*351
13
13
20
135.3
106
350*350
344*348
10
16
20
146
115
350*350
344*354
16
16
20
166.6
131
350*350
350*350
12
19
20
173.9
137
350*350
350*357
19
19
20
198.4
156
400*400
388*402
15
15
24
179.2
141
400*400
394*398
11
18
24
187.6
147
400*400
394*405
18
18
24
215.2
169
400*400
400*400
13
21
24
219.5
172
400*400
414*405
18
28
24
296.2
233
400*400
400*408
21
21
24
251.5
197
400*400
428*407
20
35
24
361.4
284
常用H型钢理论重量表
 
型号
截面尺寸(mm)
截面面积
理论重量
(高度*宽度)
H*B
t1
t2
r
cm2
kg/m
200*150
194*150
6
9
16
39.76
31.2
200*175
244*175
7
11
16
56.24
44.1
300*200
294*200
8
12
20
73.03
57.3
350*250
340*250
9
14
20
101.5
79.7
400*300
390*300
10
16
24
136.7
107
450*300
440*300
11
18
24
157.4
124
500*300
482*300
11
15
28
146.4
115
500*300
488*300
11
18
28
164.4
129
600*300
582*300
12
17
28
174.5
137
600*300
588*300
12
20
28
192.5
151
600*300
594*302
14
23
28
222.4
175
 
 
 
 
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)
h
b
d
t
r1
 10
100
68
4.5
7.6
3.3
14.3
11.2
12.6
126
74
5
8.4
3.5
18.1
14.2
14
140
80
5.5
9.1
3.8
21.5
16.9
16
160
88
6
9.9
4
26.1
20.5
18
180
94
6.5
10.7
4.3
30.6
24.1
20a
200
100
7
11.4
4.5
35.5
27.9
20b
200
102
9
11.4
4.5
39.5
31.1
22a
220
110
7.5
12.3
4.8
42
33
22b
220
112
9.5
12.3
4.8
46.4
36.4
25a
250
116
8
13
5
48.5
38.1
25b
250
118
10
13
5
53.5
42
28a
280
122
8.5
13.7
5.3
55.45
43.4
28b
280
124
10.5
13.7
5.3
61.05
47.9
32a
320
130
9.5
15
5.8
67.05
52.7
32b
320
132
11.5
15
5.8
73.45
57.7
32c
320
134
13.5
15
5.8
79.95
62.8
36a
360
136
10
15.8
6
76.3
59.9
36b
360
138
12
15.8
6
83.5
65.6
36c
360
140
14
15.8
6
90.7
71.2
40a
400
142
10.5
16.5
6.3
86.1
67.6
40b
400
144
12.5
16.5
6.3
94.1
73.8
40c
400
146
14.5
16.5
6.3
102
80.1
45a
450
150
11.5
18
6.8
102
80.4
45b
450
152
13.5
18
6.8
111
87.4
45c
450
154
15.5
18
6.8
120
94.5
50a
500
158
12
20
7
119
93.6
50b
500
160
14
20
7
129
101
50c
500
162
16
20
7
139
109
56a
560
166
12.5
21
7.3
135.25
106.2
56b
560
168
14.5
21
7.3
146.45
115
56c
560
170
16.5
21
7.3
157.85
123.9
63a
630
176
13
22
7.5
154.9
121.6
63b
630
178
15
22
7.5
167.5
131.5
63c
630
180
17
22
7.5
180.1
141

热轧轻型工字钢每米重量表

尺寸(毫米)
截面面积
(厘米2)
理论重量
(公斤/米)

尺寸(毫米)
截面面积
(厘米2)
理论重量
(公斤/米)
h
b
d
t
h
b
d
t
10
100
55
4.5
7.2
12.0
9.46
18
180
90
5.1
8.1
23.4
18.4
12
120
64
4.8
7.3
14.7
11.5
18a
180
100
5.1
8.3
25.4
19.9
14
140
73
4.9
7.5
17.4
13.7
20
200
100
5.2
8.4
26.8
21.0
16
160
81
5.0
7.8
20.2
15
20a
200
110
5.2
8.6
28.9
22.7
22
220
110
5.4
8.7
30.6
24.0
40
400
155
8.0
13.0
71.4
56.1
22a
220
120
5.4
8.9
32.8
25.8
45
450
160
8.6
14.2
83.0
65.2
24
240
115
5.6
9.5
34.8
27.3
50
500
170
9.5
15.2
97.8
76.8
24a
240
125
5.6
9.8
37.5
29.4
55
550
180
10.3
16.5
114
89.8
27
270
125
6.0
9.8
40.2
31.5
60
600
190
11.1
17.8
132
104
27a
270
135
6.0
10.2
43.2
33.9
65
650
200
12
19.2
153
120
30
300
135
6.5
10.2
46.5
36.5
70
700
210
13
20.8
176
138
30a
300
145
6.5
10.7
49.9
39.2
70a
700
210
15
24.0
202
158
33
330
140
7.0
11.2
53.8
42.2
70b
700
210
17.5
28.2
234
184
36
360
145
7.5
12.3
61.9
48.6
 
 
 
 
 
 
 

 
 
 
 
 
  C型钢规格型号及理论重量计算
1,槽80x40x15x2.0,80,40,15,2,14.52,33.6,347,341600,77900,462,112900000
2,槽100x50x15x2.5,100,50,15,2.5,17.06,39.4,523,813400,171900,1090,352800000
3,槽120x50x20x2.5,120,50,20,2.5,17.06,40.3,598,1294000,209600,1246,660900000
4,槽120x60x20x3.0,120,60,20,3,21.06,48.7,765,1706800,373600,2296,1153200000
5,槽140x60x20x3.0,140,60,20,3,19.64,46.1,825,2454200,394900,2476,1589800000
6,槽150x50x20x1.6,150,50,20,1.6,15.24,27.2,422,1362930,141870,360,663830000
7,槽150x50x20x2.0,150,50,20,2,15.24,27.2,528,1703660,177330,700,629790000
8,槽150x50x20x2.5,150,50,20,2.5,15.24,27.2,660,2129580,221660,1380,1037230000
9,槽150x50x20x3.0,150,50,20,3,15.24,27.2,792,2555490,266000,2380,1244530000
10,槽150x60x20x1.6,150,60,20,1.6,19,45,451,1514130,214620,390,995870000
11,槽150x60x20x2.0,150,60,20,2,19,45,564,1892660,268520,750,1244840000
12,槽150x60x20x2.5,150,60,20,2.5,19,45,705,2365830,335650,1470,1556050000
13,槽150x60x20x3.0,150,60,20,3,19,45,846,2838990,402780,2540,1867260000
14,槽160x60x20x2.0,160,60,20,2,18.41,44,582,2195200,274190,780,1417250000
15,槽160x60x20x2.5,160,60,20,2.5,18.41,44,728,2744000,342730,1520,1771660000
16,槽160x60x20x3.0,160,60,20,2.5,18.41,44,874,3292800,411280,2620,2125880000
17,槽160x70x20x3.0,160,70,20,3,22.24,52.5,742,3736400,604200,2836,3070500000
18,槽180x60x20x2.0,160,60,20,2,17.33,42.1,619,2861760,284520,830,1804350000
19,槽180x60x20x2.5,160,60,20,2.5,17.33,42.1,774,3602200,355650,1610,2255440000
20,槽180x60x20x3.0,160,60,20,3,17.33,42.1,926,4322640,426780,2790,2706520000
21,槽180x70x20x2.0,180,70,20,2,21.1,50,687,3439300,451800,870,2554750000
22,槽180x70x20x2.2,180,70,20,2.2,21.1,50,752,3749000,489700,1254,2856540000
23,槽180x70x20x2.5,180,70,20,2.5,21.1,50,848,4202000,544200,1710,3193430000
24,槽180x70x20x3.0,180,70,20,3,21.1,50,983,4730880,609240,2950,3832120000
25,槽200x65x20x2.0,200,65,20,2,18.1,44,673,3850560,353370,900,2693490000
26,槽200x65x20x2.5,200,65,20,2.5,18.1,44,842,4813200,441720,1760,3366860000
27,槽200x65x20x3.0,200,65,20,3,18.1,44,1010,5775840,530060,3030,4040230000
28,槽200x70x20x2.0,200,70,20,2,20,44,727,4400400,467100,920,3185500000
29,槽200x70x20x2.2,200,70,20,2.2,20,48,796,4798700,506400,1200,3548520000
30,槽200x70x20x2.5,200,70,20,2.5,20,48,898,5382100,562700,1800,3981870000
31,槽200x70x20x3.0,200,70,20,3,20,48,1037,6027840,629540,3120,4778240000
32,槽220x70x20x2.5,220,70,20,2.5,19,46,910,6263600,539850,1900,4877150000
33,槽220x70x20x3.0,220,70,20,3,19,46,1092,7516320,647820,3280,5852580000
34,槽220x70x20x3.2,220,70,20,3.2,19,46,1165,8017410,691000,3980,6242670000
35,槽220x75x20x2.0,220,75,20,2,20.8,51,787,5744500,568800,1290,4109230000
36,槽220x75x20x2.2,220,75,20,2.2,20.8,51,862,6268500,617100,1760,4609302000
37,槽220x75x20x2.5,220,75,20,2.5,20.7,51,973,7037600,686600,1950,5707180000
38,槽220x75x20x3.0,220,75,20,3,20.7,51,1119,7621240,761170,3360,6848620000
39,槽220x75x20x3.2,220,75,20,3.2,20.7,51,1194,8342660,811910,4080,7305200000
40,槽250x70x20x2.5,250,70,20,2.5,17.6,44,978,8441830,560030,2040,6427600000
41,槽250x70x20x3.0,250,70,20,3,17.6,44,1174,10130190,672040,3530,7713120000
42,槽250x70x20x3.2,250,70,20,3.2,17.6,44,1252,10805540,716840,4280,8227320000
43,槽250x80x20x2.5,250,80,20,2.5,21,51,1024,9098080,766550,2140,8721010000
44,槽250x80x20x3.0,250,80,20,3,21,51,1229,10917690,919850,3690,10465300000

各行数字含义(以最后一行为例):
槽250x80x20x3.0:
截面高度H=250mm;
截面宽度B=80mm;
卷边宽度C=20mm;
厚度t=3mm;
Y轴距离z0=21mm;
偏心距e=51mm;
截面面积A=1229mm2;
惯性矩Ix=10917690mm4;
惯性矩Iy=919850mm4;
截面模量Wx=87342mm3;
截面模量Wy=15591mm3;
回转半径ix=94.3mm;
回转半径iy=27.4mm;
抗扭惯性矩It=3690mm4;
扇形惯性矩Iw=10465300000mm4;
单位重量=A*7850/1000000=9.648Kg/m;
Copyright 2010 北京丰通钢结构工程有限公司 All Rights Reserved.  京ICP备11004275号

电话:010-51141278 13681313121 地址:北京市朝阳区来广营北路沙子营工业区288号