1、.冷拉圓鋼絲的直徑、截面積及重量直徑（ mm）2理論重量直徑（ mm）2理論重量截面面積（ mm）（kg/1000m）截面面積（ mm）（ kg/1000m）0.0500.001960.1541.000.78546.170.0550.002380.1861.100.95037.460.0630.003120.02451.201.13108.880.0700.003850.03021.401.53912.080.0800.005030.03951.602.01115.870.0900.006360.04991.802.54519.980.100.007850.06172.003.14224.66

2、0.110.009500.07462.203.80129.840.120.011310.08882.504.90938.530.140.015390.1212.806.15848.340.160.020110.1583.007.06955.490.180.025450.2003.208.04263.130.200.031420.2473.509.62175.530.220.038010.2984.0012.5798.60.250.049090.3854.5015.90124.80.280.061580.4835.0019.63154.10.300.070690.5555.5023.76186.

3、50.320.080420.6316.0028.27222.00.350.096210.7556.3031.17244.70.400.12570.9867.0038.48302.10.450.15901.2488.0050.27394.60.500.19631.5419.0063.624990.550.23761.86510.0078.546170.600.28272.22011.0095.07460.630.31172.44712.00113.18880.700.38483.02114.00153.912080.800.50273.9516.00201.115780.900.63624.99

4、冷拉方鋼絲的尺寸及重量直徑（ mm）2理論重量直徑（ mm）2理論重量截面面積（ mm）（ kg/1000m）截面面積 （mm）（kg/1000m ）0.500.251.96252.56.2549.06250.550.30252.37462.87.8461.5440.630.39693.11573.09.0070.650.700.493.84653.210.2480.3840.800.645.0243.512.2596.1625.0.900.816.35854.016.00125.601.001.007.854.520.25158.92650.101.219.49855.025.00196.2

5、51.201.4411.3045.530.25237.46251.401.9615.3866.036.00282.601.602.5620.0696.339.69311.56651.803.2425.4347.049.00384.652.04.0031.408.064.00502.402.24.8437.994冷拉六角鋼絲的尺寸及重量對邊距離 d（ mm）2理論重量對邊距離 d（mm）2理論重量截面面積（ mm）（kg/1000m）截面面積（ mm）（kg/1000m）1.62.217017.404.013.8560108.771.82.805822.034.517.5365137.662.0

6、3.464027.205.021.6500169.952.24.191432.905.526.1965205.642.55.412542.496.031.1760244.732.86.789453.306.334.3715269.823.07.794061.187.042.4340333.113.28.867869.618.055.4240435.083.510.608583.28鋼絞線理論重量計算種類公稱直徑（ mm）2理論重量（ kg/m）公稱截面面積（ mm）8.637.40.2951310.859.30.46512.985.40.6719.554.80.43217標準型11.174.2

7、0.58012.798.70.77415.21391.101.鋼絞線規(guī)格與力學性能規(guī)格鋼筋截面每米油脂重產品名稱強度級積量結構別(mm)(g/m)無粘結預應力鋼絲1570137.4150751670束172017- 12.70186098.74319601570無粘結預應力鋼絞1670線1770140.005017- 15.201860196017- 15.241860140.0050鋼絲公稱直徑、公稱截面面積及理論重量公稱直徑 (mm)公稱截面面積 (mm 2 )4.012.575.019.636.028.277.038.488.050.269.063.62PE 塑料厚筋壁磨擦系理論重度影響系量數數(mm)(kg/m)0.8-1.20.10.00351.170.8-1.20.120.0040.840.120.0041.190.120.0041.19表 B.3理論重量 (kg/m)0.0990.1540.2220.3020.3940.499預應力鋼絞線 大體上分為兩種： 一種叫無粘結 鋼絞線，一種叫有粘結 鋼絞線，無粘結鋼絞線是在有粘接鋼絞線的基礎上做