焊材耗量用量计算表.docx

1、焊材耗量用量计算表基础资料（ 焊 材 ）说明：制定焊接材料消耗工艺定额标准所采用的系数为：手工焊：G 填（填充金属重量 ）= G 条/0.5 （ 焊条重量 ）；埋弧自动焊： G 丝（焊丝重量 ）=1.1 G 填 G 剂=1.3 G电渣焊：G 丝 =1.05 G 填；气焊：G 丝 =1.05 G 填 （ 焊铝时： G丝 =1.3 G 填）氩弧焊：G 丝=1.1 G 填；G 条 = 1.9 G 丝 （G 丝为自动焊、电渣焊、气焊及氩弧焊焊丝定额 ）1、表中焊丝为全气焊、全手工氩弧焊定额，2 、表中焊条为手工电焊定额，3 、当采用手工氩弧焊打底，手工电弧焊盖面 乘以0.8。另外氩弧焊.打焊底丝按6K

2、g/10个0头计算。-2管壁厚度 ( mm )焊缝截面积 ( mm)焊接材料消耗工艺 K定g /额 m焊丝焊条2.07.10.0612.59.20.0793.011.60.0993.514.30.1234.017.50.1514.521.00.1805.024.80.2125.528.750.3866.033.50.4526.538.40.5227.043.60.6087.549.20.7688.055.10.8609.0681.06010.0821.28011981.52812115.11.79613133.62.08014153.52.41416197.53.08218247.13.854

3、203024.71622363.15.66424430.26.71226502.97.84628580.59.056手工焊封（底或自动焊封）自底动焊第 2 页30坡口形式与焊缝 注:1、适用于内径大于、6等00的于容器纵缝、环缝。2、当内径大于、等60于，0 且小于900时，采用内壁 焊封底，外壁自动焊。3、当内径大于、等90于，0 采用内、外壁自动焊。厚度 ( mm )手工焊封底内、外自动焊焊缝截面m积2m材料消耗定K额g/m焊缝截面2 mm积 材料消耗定K额g/m手工焊焊丝焊剂焊丝焊剂焊丝焊剂1259.7820.9130.704141.71.2151459.71020.9130.88016

4、1.71.3911659.71480.9131.265207.71.7771859.71890.9131.617248.72.1292059.72350.9132.013294.72.5252259.72860.9132.453345.72.9652459.73420.9132.937401.73.4492559.73730.9133.201432.73.7132659.74040.9133.465463.73.9772859.74710.9131.037530.74.5493059.75420.9134.653601.75.165单面焊第 3 页坡口形式与焊缝注:1、此单面焊适用根部不要求全

5、焊透的容器纵2 、当=36m时m，采用手工电弧焊=。7当30m时m，采 手工焊封底自动焊。-2厚度 ( mm )焊缝截面m积2m材料消耗定K额g/m手工焊自动焊焊条焊丝焊剂326.40.41434.70.54546.40.72655.50.87737.029.90.580.256837.046.20.580.39937.061.90.580.531037.080.00.580.691137.099.50.580.851237.0120.40.581.031337.0142.50.581.221437.0165.40.581.421537.0191.50.581.641637.0218.00.5

6、81.871737.0245.90.582.111837.0275.20.582.361937.0306.90.582.632037.0338.00.582.902137.0371.50.583.192237.0406.40.583.492337.0442.70.583.802437.0480.40.584.23环缝的2537.0519.50.584.462637.0560.00.584.802837.0645.20.585.543037.0736.00.586.32单面坡口双面焊第 4 页坡口形式与焊缝注:1、此焊接适用于内径大于6、00等容于器纵缝、环缝接和平板焊接，以及内径60小，0于但

7、是筒体长度小于、1000m的m容器纵缝、环缝的焊接。厚度焊缝截面m积2m材料消耗定K额g/m( mm )手工焊自动焊焊条焊丝焊剂444.70.70554.70.85665.51.02891.91.431020.0860.310.741220.0121.60.311.041420.0126.90.311.091620.0161.50.311.391820.0201.00.311.722020.0245.00.312.102220.0295.00.312.502420.0351.00.313.012520.0380.00.313.262620.0410.80.313.502820.0476.00.

8、314.083020.0546.00.314.683220.0621.60.315.033420.0702.00.316.023620.0787.60.316.763820.0878.00.317.534020.0974.00.318.36的焊等于4220.01075.00.319.224420.01179.00.3110.124620.01295.80.3111.09单面无坡口角焊缝坡口形式与焊缝注:1、此焊缝为A型焊缝2、此焊接适用于锅炉一般金属结构件角焊缝的手工焊或 自动焊。容器的一般角焊缝也可参照选择。焊角高度 k (mm)间隙 b (mm)焊缝截面积2mm材料消耗定K额g/m焊条焊丝312.50.24180.285124.50.386320.500.28740.50.630.35850.00.780.43960.50.940.521072.01.120.621298.01.530.8414123.01.921.0515144.52.250.24162162.02.530.3918200.03.120.7220242.02.782.0822288.04.490.4724338.05.272.9025364.55.683.1326392.06.123.3628450.07.023.8630512.07.994.39