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1、施工区域负荷计算表序号用电设备组要数。需系人C4W装华需要负荷同时系数KH计算负荷负荷性质设备功率(kW)P(kW)Q(kvar)P.(kW)Q.(kvar)S.(kVA)1塔吊IW.00.70.51.71288.02228.22塔吊1W).O0.70.51.7112.0193.83施工电梯1485.00.70.6),71039.51798.31地泵540.00.90.80.8459.0:MI.35布料机48.00.80.80.836.027.06数控多功能150.00.80.80.8112.5M47数控移动式120.00.8080.890.067.58数控套税生产线108.00.30.51.
2、732.456.9数控帕材弯曲机57.00.30.51.717.129.610钢筋弯曲机51.00.30.51.715.326.51】钢筋切断机25.50.30.51.77.713.212钢筋调I1.机93.50.30.51.7她118.513钢筋套丝机68.00.30.51.720.435.314振动棒22.00.80.80.816,512.4IS振动棒8.00.80.80.86.04.516平板震动器22.00.80.80.816.512.417切割机15.00.30.51.74.57.818胞面压刨机24.00.30.51.77.212.519木工园锯机15.00.30.51.74.57
3、.820高压水泵180.00.70.1.7126.0218.021扑污系30.80.70.81.721.637.322交流电焊机100.00.40.61.335.046.623直流电焊机68.40.40.61.323.931.821002气体保护焊机210.00.10.61.373.597.825型材切割机1030型320.00.80.80.8210.0180.026抄轮切割机400型224.00.8080.8168.0126.027角向磨光机10013110.80.80.8JOO.875.62H电徘ZICI-1615.00.80.H0.8ai825.329冲击钻20-221.60.30.60
4、.86.54.930管道道丝机10.80.30.60.83.22.43】四板机12.00.30.60.83.62.7序号用电设备组要数。需系ACOMPfg需要负荷时数1同系K计算负荷负荷性质备率W)设加I(kP(kW)Q(kvar)P.(kW)Q.(kva1)S,(kVA)32联合用咬口机1.80.30.60.80.5(1.1.33单平咬口机1.80.30.60.80.50.431折方机8.40.30.60.82.51.935台式钻床8.10.30.60.82.41.836电动试压集3.00.80.80.82.31.737P3、P4(现场照明用电)623.21.0623.238合计1780.55864.40.805824.37三1.5439无功补偿-2425.6110总计3824.42266.04445.3