钢结构工时定额Word文档格式.docx

1、57.8117.3-8.152.954.757.260128.1-8.96.517.630.639.545.85051.954.156.258.565138.9-9.654.958.263709.6-10.37.556.467.5751510.3-10.76472801610.7-11.28.52236.645.450.753.155.659.86876.5851711.2-11.681901811.6-129.5243947.352.154.658.766.57685.5951912-12.51002012.5-13.110.573.58494.510513.1-13.76677889911

2、051.8-117kg）重量（kg）十块内一次剪切数量工时表（h）51.8-53.5 321.071.62.132.673.23.734.274.85.3353.5-55.3331.11.652.22.753.33.854.44.9555.3-57.0341.131.72.272.833.43.974.535.6757.0-58.8350.851.171.752.332.924.084.675.255.8358.8-60.5360.861.21.82.43.64.25.460.5-64.0371.231.852.473.083.74.324.935.556.1364.0-68.7 380.87

3、1.271.92.533.173.85.075.76.2468.7-71.51.952.63.254.555.25.856.3471.5-74.41.333.336.4474.4-77.2411.372.052.733.424.14.785.476.16.5577.2-80.0420.882.12.84.95.66.216.6580.0-83.3430.891.432.152.873.584.35.025.736.36.7583.3-86.7441.472.933.675.135.876.46.8586.7-90.00.92.253.756.496.9490.0-93.3461.532.33.

4、073.834.65.376.096.597.0493.3-96.70.911.572.353.133.924.75.486.186.687.1396.7-1006.276.777.2100-104491.632.453.275.726.366.867.3104-1080.921.674.176.456.957.41108-113510.932.554.255.956.537.52113-117520.941.733.474.336.046.67.17.63117-263kg）117-121530.951.772.653.534.425.36.126.697.197.74121-1262.77

5、.277.83126-1310.961.834.586.287.377.94131-137560.971.876.917.468.04137-143570.982.854.756.997.568.12143-149580.991.932.93.874.835.86.517.077.658.21149-154591.972.953.934.925.96.587.148.31154-1608.4160-168611.022.033.054.075.086.076.717.287.928.48168-176621.032.073.14.145.176.146.798.018.57176-1831.0

6、53.157.478.098.66183-1918.188.74191-1971.082.175.426.977.648.268.82197-2087.057.718.358.9208-215671.122.243.354.486.477.117.798.438.98215-2234.545.657.177.878.519.06223-231693.455.757.247.958.599.14231-2392.348.039.21239-247711.182.373.554.735.927.388.119.29247-2558.819.36255-263731.222.433.654.876.

7、066.837.558.258.899.45263-428kg）263-270746.887.618.338.969.54270-2791.256.167.699.029.63279-2865.069.19.7286-2941.282.576.297.818.529.169.78294-302785.1956.357.1057.8758.5959.239.86302-310791.322.633.955.2616.4097.1619.2989.94310-3182.6655.3276.4687.2178.0058.7259.36610.02318-3251.352.6984.055.3936.

8、5277.2738.078.799.43410.10325-333822.7315.4596.5867.3298.1358.8559.50210.18333-341831.3852.7644.155.5256.6457.3858.28.929.5710.263341-3491.4022.7975.5916.7047.4418.2658.9859.63810.34349-3571.4195.6576.7637.4979.059.70610.42357-365861.4362.8635.7236.8227.5538.3959.1159.77410.50365-373871.4532.8964.35

9、5.7896.8817.6098.469.189.84210.58373-3812.9295.8557.6658.5259.2459.9110.66381-388891.4872.9624.455.9216.9997.7219.319.97810.74388-3961.5042.9955.9877.0587.7778.6559.37510.04610.82396-404911.5213.0286.0537.1177.8338.729.4410.11410.90404-412921.5383.0616.1197.1767.8898.7859.50510.18210.98412-420931.55

10、53.0944.656.1857.2357.9458.8510.2511.06420-428941.5723.1276.2517.2948.0018.9159.63510.31811.14428-593kg）428-4361.587.168.9411.1436-4439611.2443-451971.623.234.856.327.258.2410.611.3451-459986.377.318.299.129.9210.7459-4676.417.35510.8467-4751.6673.3336.4547.4058.4079.2410.07410.8611.6475-4831011.684

11、3.3665.056.4987.4558.4649.310.14810.94483-4911021.7013.3996.5427.5058.52110.22211.0211.74491-4981031.7183.4325.157.5558.5789.4210.29611.83498-5061041.7353.4656.637.6058.6359.4810.3711.1811.92506-5141.7523.4986.6747.6558.69210.44411.2612.01514-5221061.7693.5316.7187.7058.7499.610.51811.3412.1522-5301

12、071.7863.5645.356.7627.7558.8069.6610.59211.4212.18928571530-5381081.8033.5976.8067.8058.8639.7210.66612.27538-5461091.823.635.457.85511.5812.36546-5531.8373.6636.8947.9058.9779.8410.81411.6612.45553-5611111.8543.6966.9387.9559.0349.910.88812.54561-5691121.8713.7296.9829.0919.9610.96211.8212.63569-5

13、771131.8883.7627.0268.0559.14811.03611.912.72577-5851141.9053.7958.1059.20510.0811.1111.9812.81585-5931151.9223.8287.1148.1559.26210.1411.18412.0612.901.2切割下料数控火焰切割（GJGDE03）、空气等离子切割（GJGDE04）、半自动切割（GJGDE03）由下料编程人员依据图形切割件程序确定工时定额。切割：切割下料、清理、修磨（切割缺陷补焊后修磨）、校形（图形件，板厚小于12mm）。根据图纸要求制定时考虑（修磨、设备）修正系数和工件摆放时间（

14、GJGDE05）。板材气割下料定额标准GJGDE03材料：钢板 材质：Q235、Q345 气体：液化气 单位：m/h 、 h/m板厚mm数控切割半自动切割手动切割清理和修磨系数T=h/mm/h 系数B系数A50.07280.1040.1560.07770.1110.1670.08750.1250.1891.710.09730.1390.2081.241.640.1060.1520.2330.1160.1660.250.1260.180.2731.490.1360.1940.2941.450.1460.3131.160.1550.2210.3330.169 0.2420.3661.141.360.174 0.2490.375280.184 0.2630.3951.34300.194 0.2770.4170.203 0.292.280.4391.110.213 0.3042.180.4591.290.216 0.3182.090.4790.232 0.3320.242 0.346