无缝钢管理论重量表大全

钢管理论量重大全—表无缝钢理论重管量表大全200-13-2 中2管国联道 盟径 mm 0.50 外06.0 08.01.0 1 2 1..4 .15壁厚mm 1 6. 1. 82. 0.22 .2 258 3.0. 3.2每米重 k量 g 6 78 19 01 121 1 314 511 61 71 1892 0 21 22 2324 2527 2 82 930 3 24335 0 07 .0.800 1. 001. 2014 0..6 101. 0.7170. 190. 200. 08 0.1 0.10 02.15 .07 101. 0.9020 2.1 .02 03.25 .260 .08 2.09 0011. 01. 0417.0 20 0..2 3.204 0.25 0.280. 03 0.3 203. 0.41 0.12 011.6 02. 0.03 2.0260.2 80. 2 0932 ..03 053.70 .040. 340 .2 0.1410. 8 1.02 02.620.30 0.310.33 0 .36 040 0..42 .406 .50 0.52 0.04 5.10 0315. 02. 00.250 .9 0.23 03.530 37.0 41. .4040 .4 085.2 0.7 0.55 096. 20.4 1.17 0.02 2027 0..3 0.37 2.390 0.4 104. 5.4090 .35 .50 90.640.67 0 6.90 1. 0.15 0.24 80.0 3.03 5.40 0.03 0.45 4.50 005.4 .59 0.05 6.70 0.047 0.770 1.70. 2 0.20 6.302 03.8 .4040. 460 .9 0.44 50.950. 460.7 1 0.7 078. 018. 5018.0. 21 .0280.35 .04 4.470 0.05 05. 0.3590.6 0.46 0.79 0.8740 89 ..93 001. 90.3 20.0 3.07 0.3440 50 0..5 0.4750.6 03.960 .7 508. 03.1 09.6 1.91 00.20 02.4 .302 .040 047 .0.45 .057 .06 016.80 .7 408.00 .89 098 1..04 .10 09.22 026.0 3. 0.4240.5 0.50 0761. .60 5.0270. 9 7.08 6.069 10.51 .11 1.170 .320 2.70. 3 60.44 .03 0.5610.65 .096 07. 6.80 0.49 1102. .112 1.18 .215 024 0.2.90.3 80. 7 0.5640 6.40 68.0.73 0.1 0.8980 .971 .081 1.91 26 ..331 .20 50.0 3040 .04. 9.59 0.06 08.2 70.7 0.7850. 4 9102 ..14 11.62 13.31.41 .27 0.302 04. 02.25 .06 0.7210 .67 085.0 .49 10.4 .11 13.271 3. 9148.1 .560 .820. 330 .4 0.44 0.556 .70 05.8 0.85 0.09 4.01 14.311.2 71 39 ..481 .51 062. 9.3050 .6 4057.0 6.8 .79 00.3 80.980. 9 1909. 11. 18.33 .46 1.55 11.460.30 0 3. 064. 80.59 .70 0.820 .07 0.982 1.031.1 1.23 4.319 1.531.6 31. 720.3 30 3.90 .520 64.0 .6 7.88 009. 1.04 0.113 1.2 1.34 13.51 1.76 17. 1888 0.34.0. 140.5 40 .67 07.9 092. .9801 .04 11. 1.28 61.0 1.54 71.471.85 1.690.35 0.4 20. 5 6.0690 8. 02.95 .012 1.08 .2111.33 1 .5 4.16 1.3811.92 2 .4 00.63 .440 .0850 .72 .08 05.9 19.0 1.152 12.5 .13 1851 1.70. 1.8 82.00 .12 023.90.4 7 .62 00.770 .191 .60 .13 11.0 1234. 1.4 18.6 2.18 22.202.1 5.2270 4. 0.5010. 660 81 0.97 .1.131.20 1.2 8.41 1.58 1.3271. 942.1 5.2292 .4 034. 30.5 0.6410 .4 1.80 01.1 6.2411.3 2 .17 41.631.78 2 00.2 .2 22.3 2.715

3 38 460 24 4.4 5544 80551 5 53 45657 0 6366 5 86 07 370.4 045. 2.70 0.80 160.31.2 012.81 .361.52 16.81 8.3 2.702 .9 2244 2..59 .046 0.5 0573.0. 9 1.1091.2 6 .13 5.14 146.11. 78 .914 2.192. 3 425. 9.27 054.90 .85 0.7 07.6 9.11 153. 1.432 1.251 69 1.87.2 .50 .31 225. 7.2742. 0 19.1 10.12 140 1..0 5.10 167. 919. 27.61 2.4 24.7 2.8193 .06 1.0 71.2 8.41 19.591. 69 .1092.10 .292 .52 29.883. 70 .362 1.901 30 .15.11 61.1 71 ..91 2.1222.32 2 62. 2.1 3.911 .30 1.163 1.931. 16 1.27 18.3 20.52 2. 72.48 28.1 .13 3.23 33.45 12. 1114.1.68 .791 .91 1.124 237. 25. 9.2393. 2 6.384 .3071.2 3.4711.7 1.813 .951 .218 .242 2.5 6.92 93.3 33.5 35.7 172.81 .3 51.781. 9 1.03 22.7 2.5222.7 6 .13 31.743 .0 3.97 1331.1.5 6182 .194. .207 2.322 5. 26.183.1 8 .54 33.774. 1 1.

036 162. 1.98 2.202. 152. 142.6 269.2 .3033 67 ..392 4.7 1.1381 65 1..922. 5 2.1902 .54 27.12 .973 3.63. 7 4.40 0.45 2.4611.74 2.20 .21 263. 1.258 2.68 314 3..5 359. 5422.4 .481 53 ..18 231. 2.3272. 2 2472 .30. 3130 3.73 .416 4..4 4.42 1.7851 .982.2 02. 3 5250.2. 183. 11 .41 3.358 4.9 4.59 24.881.6 5.19 2.80 2346 ..622 293 3..623.5 7 .44 4.49 40.81 .125 .1072. 4 023.7 .523 .2703.03 .35 33.86 4.614 .6 459. 5628 1.7.8 .12 22.742 .46 .8223. 163. 0 3584 4..53 4.485.18 5 5.2径外mm

厚 m壁m15

1.6+.18..0

2.222.52.8

3.0

32.每重米量 GK

5 76780 8 38589 90 59

2.17 .267 2.093. 20 3.903 .423.27 34.6

2.092. 4 3.09 3.9123.29 3 .45 .394 369

3.25 3..2 9.4373 .063 .6 3.87 39.91 414.3.6 03.653.8 54. 004.0 9429. .34 4.49

53.9 54.004. 2 2.4384. 9 4.47 4.17 56.304.744. 35 .487 .496 .50 9.353 .3955 .70

.499 .550 .533 5.545 6. 5.95 680. 6.2375.33 .40 557.

05.86 .755 6.706.3 1.646.9256 .7 60.6 63.44 .68

1.7766 .68 725.

01 10023.6 437. 3.39 540.2.88 33.7 492.14.2 8.64

473. 644.54 .2 7.418 52. 554.74.834 93. .25 5.333 .83 6.50

5.71 351.4 57. 548.5 .69 3.66

6.61 0.6316. 05 6.6 372.4 7.546.7 60.857.26 7 .4 0809.8.42

.71 7.83 277.77 .2 8.696 .093

765. 7.18 .82 8.84 39.22 .91

160 8110 10 225143.8130786.878

.94.0

0100.133

8.5

8.098

962.1.052140

1.1041079.150

10.8811.58

外 m径 m厚壁mm .534.0 .455. 05. 6.056. 570 7.5.每米量重 kg1 11 02 1131 45 11 16 0.7560 65. .0370.8 0.91 2.099 10.81.17 0 .9 07.890 .9 1.9091 .18 1.8 1.1271.2 81 .3 9.2311 .3 1548.

8 19120 2 22 23124 5227 2 82930 32 4 35 33 368 4 04 2445 4.51.5 1.342 14.2 .511 .10 6.1681 77 ..1862 .3 2.01 21.022 .29 .2462. 6 3.272 .8122 98. .31 5.33 3254. .3851.381 .84 1.5 1.68 18.7 1.887 .179 .207 .27 223.72.4 2.5672 .6 729. 6.36 031.6 3.53 .3553. 5 7.400 .4401.5 01.6 1.71 21.8 31.4 9205 ..216 22. 82.0 526.12. 272 83.3.05 .3723. 3 8.5033 7.2 .3944. 6 4.4144. 49

.16 0.71 13.5 8.9712 .0 212. 2.24 32.74 271. .824 .926 303. .33 3.538 .3073 .824 .0 473. 2.5464 8.7 49.3 18.4 .917 .210 2.2 2.3472 .1 2.654 2.9 2.05 33.193 .23 .5933. 784 0.0 .1444 41 ..694 .49 55.9 5.32 16.2 290.72 22. 23.72. 5 2.26 26.1 3.81 1.326 .43 305.53. 5 841.44 29.4 4.4 474 5.0.3 .53 35.7 5.70 7281.2 9.7 3.293 .5 436.1 .7374 .094 4.14. 574. 7 5.35 053.75.6 6.099 6.71 .239 .1313 .4 35.6 33.083 9.7 43.2 .646 .834 5.0 513.55 7.06 04 6.47.6.5 6 39.8 416 ..4354.9 0509 5.27 ..645 .06 1.683 6.4 6894.

48 0 55 513 5 546 7 560 6 65 36870 37 5 76 870 8 85 398 0 9953.8 4.04 1.4014.2 74. 6 3.4534 .624 8.8 .541 5.3 5.1575 .746 .0 601. 7.26 666.06 8.6 7.04 .7837 47 7.90.4.344 5.44 .644 83 4.9. 35.13 .25 355.2 58. 620. 263.1 .61 6.581 .07 07.017.5 7.70 9.978 8.8 3.84 889.84.8 5305.5.1 563. 854.9 .51 75.38 6.61 649 ..7617 05 7.27 7.6. 70.8 2.93 7.83 8.871 .93 9838.9. 9 14004.530 5.55 5.6. 57.926 .04 .69 6241. 6.787.15 7.04 77. 78.108 38.8 .36 .7859. 259 .2 9.86 61035. 014.7 1.10157. 6. …… 此处隐藏：6919字，全部文档内容请下载后查看。喜欢就下载吧 ……