公司250吨吊车A-主臂载荷表(不含加长臂、含标准配重和附加配重)

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SCC2500C 主臂载荷表(不带加长臂、含标准配重和附加配重)单位:t 16.519.522.525.528.531.534.537.540.543.546.54 4.8/26045235.5228.5 5.4/206.556196.3193.5191.2 5.9/184.0 6.6/175.567168.9168.2167.2166.6165.77.1/155.57.7/145.578148.2147.5146.6145.8145.6145.5143.38.2/128.28.7/120.589132.5131.6130.2129.9128.9128.3127.8125.6118.59.2/108.89.8/99.5910120.5119.7117.8116.9116.4116.1115.8112.1108.2104.897.810.3/93.510.3/93.5101294.694.694.594.594.494.393.793.486.586.185.183.083.0121475.975.975.875.875.775.775.675.575.575.366.264.870.8141615.9/5364.063.663.463.463.463.363.262.762.461.560.761.9161855.354.154.154.154.153.953.853.653.452.852.353.3182018.5/50.547.447.247.146.946.746.646.446.246.045.746.6202221.1/41.241.641.541.341.141.040.840.640.340.140.9222423.7/35.236.936.736.536.436.236.035.735.636.3242633.633.032.832.732.432.232.031.832.5262826.3/31.829.829.629.529.329.128.828.629.2283028.9/27.226.926.926.626.426.125.926.5303231.5/23.824.524.324.023.823.624.2323421.522.322.021.821.622.1343620.620.320.119.920.3363836.7/19.418.818.518.318.8384039.3/17.317.116.917.3404241.9/15.515.716.1424414.615.0444644.5/13.744.5/14.64648485050525254545656585860606262配重(t )85.285.285.285.285.285.285.285.285.285.285.285.285.2+5.8注释:1.表中黑框内斜体部分为带附加配重的选择工况,不属于标准工况;2.表中黄色填充部分是由强度决定的。

说明:1. 实际起重量是表中的额定起重量减去起重吊钩、钢丝绳及所有吊具之后的数值;2.表中所示额定起重量是在水平坚硬地面、重物被缓慢平稳吊起、非行走吊重工作时的值。

3.额定载荷在倾翻载荷的75%以内。

幅度(m )幅度(m )主臂长(m )49.54455667788991010.8/85.610.8/85.611.4/82.311.4/82.311.9/76.811.9/76.8101280.280.276.576.575.275.212.4/69.112.4/69.112.9/67.812.9/67.813.5/63.913.5/63.9121468.868.868.368.363.863.861.261.259.259.258.558.5141660.061.259.360.557.857.856.656.654.954.953.353.3161851.652.751.152.150.551.550.051.149.450.548.949.9182045.146.144.645.544.145.043.744.643.244.142.643.5202239.940.739.540.338.939.738.639.438.138.937.638.4222435.336.035.135.834.735.534.435.233.934.733.534.2242631.532.231.332.031.131.730.931.630.531.130.030.7262828.429.028.228.827.928.527.828.427.528.127.127.7283025.726.325.526.125.225.725.025.624.825.324.525.1303223.423.923.123.722.823.322.723.322.423.022.222.7323421.321.821.121.620.821.320.721.220.420.920.120.6343619.620.119.419.819.019.518.919.418.619.118.418.8363818.018.517.818.217.517.917.417.817.117.516.817.2384016.617.116.416.816.116.516.016.415.716.115.415.8404215.415.815.215.614.815.214.715.114.414.814.214.6424414.314.614.114.413.714.113.614.013.313.713.013.4444613.313.613.113.412.713.112.612.912.312.612.012.4464847.1/11.747.1/12.512.112.411.812.111.612.011.311.711.011.4485049.7/10.849.7/11.211.011.310.811.110.510.810.210.6505210.310.310.010.39.710.09.49.7525452.3/9.152.3/9.69.39.68.99.38.79.0545654.9/8.154.9/8.58.38.68.08.3565857.5/7.257.5/7.77.47.7586059.9/6.659.9/6.8606262配重(t )85.285.2+5.885.285.2+5.885.285.2+5.885.285.2+5.885.285.2+5.885.285.2+5.8注释:1.表中黑框内斜体部分为带附加配重的选择工况,不属于标准工况;2.表中黄色填充部分是由强度决定的。

说明:1. 实际起重量是表中的额定起重量减去起重吊钩、钢丝绳及所有吊具之后的数值;2.表中所示额定起重量是在水平坚硬地面、重物被缓慢平稳吊起、非行走吊重工作时的值。

幅度(m )幅度(m )52.555.558.561.564.567.599101012121457.857.814.5/54.814.5/54.815.1/50.215.1/50.215.6/45.815.6/45.8141651.151.150.250.248.948.945.545.516.1/42.816.1/42.816.6/38.916.6/38.9161848.449.447.948.946.246.243.243.239.339.336.536.5182042.243.141.742.641.342.240.841.737.837.834.134.1202237.238.036.737.636.437.235.936.735.436.232.432.4222433.133.832.733.432.333.131.832.631.432.131.030.7242629.630.329.329.928.929.628.529.128.128.727.728.3262826.727.326.427.026.126.725.626.225.225.824.825.4283024.224.823.924.423.624.123.223.722.823.322.422.9303221.922.521.722.321.421.921.021.520.621.120.220.8323419.920.419.720.219.520.019.119.618.719.218.418.9343618.118.617.918.417.718.217.417.917.017.516.717.2363816.617.016.316.816.116.615.916.315.516.015.215.7384015.215.614.915.414.715.114.514.914.214.613.914.3404213.914.313.714.113.513.913.213.612.913.312.713.1424412.813.112.612.912.312.712.112.411.812.211.511.9444611.812.111.611.911.311.711.011.410.711.110.410.8464810.811.210.610.910.310.710.010.49.710.19.59.948509.910.39.710.09.49.89.19.58.99.28.68.950529.19.48.99.28.69.08.38.78.08.37.78.152548.38.78.18.47.98.27.67.97.37.67.07.454567.78.07.47.77.27.5 6.97.2 6.66.9 6.4 6.756587.17.4 6.87.1 6.5 6.8 6.2 6.5 6.0 6.2 5.7 6.05860 6.5 6.8 6.2 6.5 6.0 6.3 5.7 6.0 5.4 5.7 5.1 5.46062 5.9 6.2 5.7 6.0 5.4 5.7 5.1 5.4 4.85.1 4.6 4.8626462.7/5.362.7/5.9 5.15.4 4.9 5.2 4.6 4.9 4.3 4.5 4.0 4.3646665.3/4.565.3/4.9 4.4 4.7 4.1 4.4 3.8 4.1 3.5 3.8666867.9/3.667.9/4.1 3.7 3.9 3.3 3.6 3.1 3.36870 3.5 3.5 2.9 3.2 2.7 2.97072 2.5 2.82.3 2.572配重(t )85.285.2+5.885.285.2+5.885.285.2+5.885.285.2+5.885.285.2+5.885.285.2+5.8注释:1.表中黑框内斜体部分为带附加配重的选择工况,不属于标准工况;2.表中黄色填充部分是由强度决定的。