表 A.1 鋼筋公稱直徑及公稱質(zhì)量表
| 公稱直徑（mm） | 單根鋼筋公稱質(zhì)量（kg/m） |
| 6 | 0.222 |
| 8 | 0.395 |
| 10 | 0.617 |
| 12 | 0.888 |
| 14 | 1.210 |
| 16 | 1.580 |
| 18 | 2.000 |
| 20 | 2.470 |
| 22 | 2.980 |
| 25 | 3.850 |
| 28 | 4.830 |
| 32 | 6.310 |
| 36 | 7.990 |
| 40 | 9.870 |
| 50 | 15.420 |
注：表 A.1 摘自《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計(jì)規(guī)范》（JTG_D62-2004）P136.
預(yù)應(yīng)力鋼筋公稱截面面積和公稱質(zhì)量表
表 A.2 預(yù)應(yīng)力鋼筋公稱截面面積和公稱質(zhì)量表
| 公稱直徑（mm） | 公稱質(zhì)量（kg/m） | ||
| 鋼絞線 | 1×2 | 8.0 | 0.199 |
| 10.0 | 0.310 | ||
| 12．0 | 0.447 | ||
| 1×3 | 8.6 | 0.295 | |
| 10.8 | 0.465 | ||
| 12.9 | 0.671 | ||
| 1×7 | 標(biāo)準(zhǔn)型 | 9.5 | 0.432 |
| 11.1 | 0.580 | ||
| 12.7 | 0.774 | ||
| 15.2 | 1.101 | ||
| 鋼絲 | 4567 | 0.099 | |
| 0.154 | |||
| 0.222 | |||
| 0.302 | |||
| 0.394 | |||
| 0.499 | |||
| 精紋軋鋼螺筋 | 182532 | 2.1 | |
| 4.1 | |||
| 6.6 | |||
| 10.3 |
注：表 A.2 摘自《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計(jì)規(guī)范》（JTG_D62-2004）P138.
表 A.3 熱軋等邊角鋼理論質(zhì)量表
| 尺寸 | kg/m | 尺寸 | kg/m | ||||
| b | d | r | b | d | r | ||
| 20 | 3 | 3.5 | 0.889 | 90 | 6 | 10.0 | 8.350 |
| 4 | 1.145 | 7 | 9.656 | ||||
| 25 | 3 | 1.124 | 8 | 10.946 | |||
| 4 | 1.459 | 10 | 13.476 | ||||
| 30 | 3 | 4.5 | 1.373 | 12 | 15.940 | ||
| 4 | 1.786 | 100 | 6 | 12.0 | 9.366 | ||
| 36 | 3 | 1.656 | 7 | 10.830 | |||
| 4 | 2.163 | 8 | 12.276 | ||||
| 5 | 2.654 | 10 | 15.120 | ||||
| 40 | 3 | 5 | 1.852 | 12 | 17.898 | ||
| 4 | 2.422 | 14 | 20.611 | ||||
| 5 | 2.976 | 16 | 23.257 | ||||
| 45 | 3 | 2.088 | 110 | 7 | 11.928 | ||
| 4 | 2.736 | 8 | 13.532 | ||||
| 5 | 3.369 | 10 | 16.690 | ||||
| 6 | 3.985 | 12 | 19.782 | ||||
| 50 | 3 | 5.5 | 2.332 | 14 | 22.809 | ||
| 4 | 3.059 | 125 | 8 | 14.0 | 15.504 | ||
| 5 | 3.770 | 10 | 19.133 | ||||
| 6 | 4.465 | 12 | 22.696 | ||||
| 56 | 3 | 6.0 | 2.624 | 14 | 26.193 | ||
| 4 | 3.446 | 140 | 10 | 21.488 | |||
| 5 | 4.251 | 12 | 25.522 | ||||
| 6 | 6.568 | 14 | 29.490 | ||||
| 63 | 4 | 7.0 | 3.907 | 16 | 33.393 | ||
| 5 | 4.822 | 160 | 10 | 16.0 | 24.729 | ||
| 6 | 5.721 | 12 | 29.391 | ||||
| 8 | 7.469 | 14 | 33.978 | ||||
| 10 | 9.151 | 16 | 38.518 | ||||
| 70 | 4 | 8.0 | 4.372 | 180 | 12 | 33.159 | |
| 5 | 5.397 | 14 | 38.383 | ||||
| 6 | 6.406 | 16 | 43.542 | ||||
| 7 | 7.398 | 18 | 48.634 | ||||
| 8 | 8.373 | 200 | 14 | 18.0 | 42.894 | ||
| 75 | 5 | 9.0 | 5.818 | 16 | 48.680 | ||
| 6 | 6.905 | 18 | 54.401 | ||||
| 7 | 7.976 | 20 | 60.056 | ||||
| 8 | 9.030 | 24 | 71.168 | ||||
| 10 | 11.089 | rd b | |||||
| 80 | 5 | 6.211 | |||||
| 6 | 7.376 | ||||||
| 7 | 9.0 | 8.525 | |||||
| 8 | 9.658 | ||||||
| 10 | 11.874 |
表 A.4 熱軋槽鋼理論質(zhì)量表
| 尺寸 | kg/m | 尺寸 | kg/m | ||||||
| h | b | d | r | h | b | d | r | ||
| 50 | 37.0 | 4.5 | 7.0 | 5.438 | 280 | 82.0 | 7.5 | 12.5 | 31.427 |
| 63 | 40.0 | 4.8 | 7.5 | 6.634 | 84.0 | 8.5 | 35.823 | ||
| 65 | 40.0 | 4.3 | 7.5 | 6.709 | 86.0 | 11.5 | 40.219 | ||
| 80 | 43.0 | 5.0 | 8.0 | 8.045 | 300 | 85.0 | 7.5 | 13.5 | 34.463 |
| 100 | 48.0 | 5.3 | 8.8 | 10.007 | 87.0 | 9.5 | 39.173 | ||
| 120 | 53.0 | 0.5 | 9.0 | 12.059 | 89.0 | 11.5 | 43.883 | ||
| 126 | 53.0 | 5.5 | 9.0 | 12.318 | 320 | 88.0 | 8.0 | 14.0 | 38.083 |
| 140 | 58.0 | 6.0 | 9.5 | 14.535 | 90.0 | 10.0 | 43.107 | ||
| 60.0 | 8.0 | 16.733 | 92.0 | 12.0 | 48.131 | ||||
| 160 | 63.0 | 6.5 | 10.0 | 17.240 | 360 | 96.0 | 9.0 | 16.0 | 47.814 |
| 65.0 | 8.5 | 19.752 | 98.0 | 11.0 | 53.466 | ||||
| 180 | 68.0 | 7.0 | 10.5 | 20.174 | 100.0 | 13.0 | 59.118 | ||
| 70.0 | 9.0 | 23.000 | 400 | 100.0 | 10.5 | 18.0 | 58.928 | ||
| 200 | 73.0 | 7.0 | 11.0 | 22.637 | 102.0 | 12.5 | 65.208 | ||
| 75.0 | 9.0 | 25.777 | 104.0 | 14.5 | 71.488 | ||||
| 220 | 77.0 | 7.0 | 11.5 | 24.999 | dhrb | ||||
| 79.0 | 9.0 | 28.453 | |||||||
| 240 | 78.0 | 7.0 | 1.0 | 26.880 | |||||
| 80.0 | 9.0 | 30.628 | |||||||
| 82.0 | 11.0 | 34.396 | |||||||
| 250 | 78.0 | 7.0 | 12.0 | 27.410 | |||||
| 80.0 | 9.0 | 31.335 | |||||||
| 82.0 | 11.0 | 35.260 | |||||||
| 270 | 82.0 | 7.5 | 12.5 | 30.838 | |||||
| 84.0 | 9.5 | 35.007 | |||||||
| 86.0 | 11.5 | 39.316 |
表 A.5 熱軋工字鋼理論質(zhì)量
| 尺寸 | kg/m | 尺寸 | kg/m | ||||||
| h | b | d | r | h | b | d | r | ||
| 100 | 68.0 | 4.5 | 6.5 | 11.261 | 220 | 110.0 | 7.5 | 9.5 | 33.070 |
| 120 | 74.0 | 5.0 | 7.0 | 13.987 | 112.0 | 9.5 | 9.5 | 36.524 | |
| 126 | 74.0 | 5.0 | 7.0 | 14.223 | 240 | 116.0 | 8.0 | 10.0 | 37.477 |
| 140 | 80.0 | 5.5 | 7.5 | 16.890 | 118.0 | 10.0 | 10.0 | 41.245 | |
| 160 | 88.0 | 6.0 | 8.0 | 20.510 | 250 | 116.0 | 8.0 | 10.0 | 38.105 |
| 180 | 94.0 | 6.5 | 8.5 | 20.143 | 118.0 | 10.0 | 10.0 | 42.030 | |
| 200 | 100.0 | 7.0 | 9.0 | 27.929 | 270 | 122.0 | 8.5 | 10.5 | 42.825 |
| 102.0 | 9.0 | 9.0 | 31.069 | 124.0 | 10.5 | 10.5 | 47.064 | ||
| 280 | 122.0 | 8.5 | 10.5 | 43.492 | 500 | 158.0 | 12.0 | 14.0 | 93.654 |
| 124.0 | 10.5 | 10.5 | 47.888 | 160.0 | 14.0 | 14.0 | 101.504 | ||
| 300 | 126.0 | 9.0 | 11.0 | 48.084 | 162.0 | 16.0 | 14.0 | 109.354 | |
| 128.0 | 11.0 | 11.0 | 52.794 | 550 | 166.0 | 12.5 | 14.5 | 105.335 | |
| 130.0 | 13.0 | 11.0 | 57.504 | 168.0 | 14.5 | 14.5 | 113.970 | ||
| 320 | 130.0 | 9.5 | 11.5 | 52.717 | 170.0 | 16.5 | 14.5 | 122.605 | |
| 132.0 | 11.5 | 11.5 | 57.741 | 560 | 166.0 | 12.5 | 14.5 | 106.316 | |
| 134.0 | 13.5 | 11.5 | 62.765 | 168.0 | 14.5 | 14.5 | 115.108 | ||
| 360 | 136.0 | 10.0 | 12.0 | 60.037 | 170.0 | 16.5 | 14.5 | 123.900 | |
| 138.0 | 12.0 | 12.0 | 65.689 | 630 | 176.0 | 13.0 | 15.0 | 121.407 | |
| 140.0 | 14.0 | 12.0 | 71.341 | 178.0 | 15.0 | 15.0 | 131.298 | ||
| 400 | 142.0 | 10.5 | 12.5 | 67.598 | 180.0 | 17.0 | 15.0 | 141.189 | |
| 144.0 | 12.5 | 12.5 | 73.878 | dh b | |||||
| 146.0 | 14.5 | 12.5 | 80.158 | ||||||
| 450 | 150.0 | 11.5 | 13.5 | 80.420 | |||||
| 152.0 | 13.5 | 13.5 | 87.485 | ||||||
| 154.0 | 15.5 | 13.5 | 94.550 |
表 A.6 鋼板理論質(zhì)量表
| d(mm) | kg/m2 | d(mm) | kg/m2 | d(mm) | kg/m2 | d(mm) | kg/m2 | |
| 0.20 | 1.570 | 1.5 | 11.78 | 10.0 | 78.50 | 29.0 | 227.7 | |
| 0.25 | 1.963 | 1.6 | 12.56 | 11.0 | 86.35 | 30.0 | 235.5 | |
| 0.27 | 2.120 | 1.8 | 14.13 | 12.0 | 94.20 | 32.0 | 251.2 | |
| 0.30 | 2.355 | 2.0 | 15.70 | 13.0 | 102.1 | 34.0 | 266.9 | |
| 0.35 | 2.748 | 2.2 | 17.27 | 14.0 | 109.9 | 36.0 | 282.6 | |
| 0.40 | 3.140 | 2.5 | 19.63 | 15.0 | 117.8 | 38.0 | 298.3 | |
| 0.45 | 3.533 | 2.8 | 21.98 | 16.0 | 125.6 | 40.0 | 314.0 | |
| 0.50 | 3.925 | 3.0 | 23.55 | 17.0 | 133.5 | 42.0 | 329.7 | |
| 0.55 | 4.318 | 3.2 | 25.12 | 18.0 | 141.3 | 44.0 | 345.4 | |
| 0.60 | 4.710 | 3.5 | 27.48 | 19.0 | 149.2 | 46.0 | 361.1 | |
| 0.70 | 5.495 | 3.8 | 29.83 | 20.0 | 157.0 | 48.0 | 376.8 | |
| 0.75 | 5.888 | 4.0 | 31.40 | 21.0 | 164.9 | 50.0 | 392.5 | |
| 0.8 | 6.280 | 4.5 | 35.33 | 22.0 | 172.7 | 52.0 | 408.2 | |
| 0.9 | 7.065 | 5.0 | 39.25 | 23.0 | 180.6 | 54.0 | 423.9 | |
| 1.0 | 7.850 | 5.5 | 43.18 | 24.0 | 188.4 | 56.0 | 439.6 | |
| 1.1 | 8.635 | 6.0 | 47.10 | 25.0 | 196.3 | 58.0 | 455.3 | |
| 1.2 | 9.420 | 7.0 | 54.95 | 26.0 | 204.1 | 60.0 | 471.0 | |
| 1.3 | 9.813 | 8.0 | 62.80 | 27.0 | 212.0 | |||
| 1.4 | 10.990 | 9.0 | 70.65 | 28.0 | 219.8 |
表 A.7 鋼管的理論質(zhì)量表
| 公稱口徑(mm) | 公稱外徑(mm) | 普通鋼管 | 加厚鋼管 | ||
| 公稱壁厚(mm) | 理論質(zhì)量(kg/m) | 公稱壁厚(mm) | 理論質(zhì)量(kg/m) | ||
| 6 | 10.2 | 2.0 | 0.40 | 2.5 | 0.47 |
| 8 | 13.5 | 2.5 | 0.68 | 2.8 | 0.74 |
| 10 | 17.2 | 2.5 | 0.91 | 2.8 | 0.99 |
| 15 | 21.3 | 2.8 | 1.28 | 3.5 | 1.54 |
| 20 | 26.9 | 2.8 | 1.66 | 3.5 | 2.02 |
| 25 | 33.7 | 3.2 | 2.41 | 4.0 | 2.93 |
| 32 | 42.4 | 3.5 | 3.36 | 4.0 | 3.79 |
| 40 | 48.3 | 3.5 | 3.87 | 4.5 | 4.86 |
| 50 | 60.3 | 3.8 | 5.29 | 4.5 | 6.19 |
| 65 | 76.1 | 4.0 | 7.11 | 4.5 | 7.95 |
| 80 | 88.9 | 4.0 | 8.38 | 5.0 | 10.35 |
| 100 | 114.3 | 4.0 | 10.88 | 5.0 | 13.48 |
| 125 | 139.7 | 4.0 | 13.39 | 5.5 | 18.20 |
| 150 | 168.3 | 4.5 | 18.18 | 6.0 | 24.02 |
注：1.表A.7 中公稱口徑系近似內(nèi)徑的名義尺寸，不表示公稱外徑減去兩個(gè)公稱壁厚所得的內(nèi)徑。
2.公稱外徑大于 168.3mm 的鋼管的理論質(zhì)量可參考下列公式計(jì)算：
W=0.0246615(D-t)t
式中：W—鋼管單位長度理論質(zhì)量，單位為 kg/m；
D—鋼管的外徑，單位為 mm；
t—鋼管的壁厚，單位為 mm。
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