临时用电方案 Microsoft Word 文档 (2)(2)

2018-11-23 21:03

两极防护。

(4)按照《JGJ46-2005》规定制定施工组织设计,接地电阻R≤4Ω。 2、确定用电负荷

(1)、塔式起重机

Kx = 0.2, Cosφ = 0.6, tgφ = 1.33 Pjs = 0.2 ×70 = 14 kW

Qjs = Pjs × tgφ= 14× 1.33 = 18.62 kvar

(2)、插入式振动器

Kx = 0.3, Cosφ = 0.7, tgφ = 1.02 Pjs = 0.3 ×0.8 = 0.24 kW

Qjs = Pjs × tgφ= 0.24× 1.02 = 0.24 kvar

(3)、插入式振动器

Kx = 0.3, Cosφ = 0.7, tgφ = 1.02 Pjs = 0.3 ×1.1 = 0.33 kW

Qjs = Pjs × tgφ= 0.33× 1.02 = 0.34 kvar

(4)、平板式振动器

Kx = 0.3, Cosφ = 0.7, tgφ = 1.02 Pjs = 0.3 ×0.5 = 0.15 kW

Qjs = Pjs × tgφ= 0.15× 1.02 = 0.15 kvar

(5)、灰浆搅拌机

Kx = 0.5, Cosφ = 0.55, tgφ = 1.52 Pjs = 0.5 ×3 = 1.5 kW

Qjs = Pjs × tgφ= 1.5× 1.52 = 2.28 kvar

(6)、直流电焊机

Kx = 0.35, Cosφ = 0.6, tgφ = 1.33 Pjs = 0.35 ×6 = 2.1 kW

Qjs = Pjs × tgφ= 2.1× 1.33 = 2.79 kvar

(7)、木工圆锯

Kx = 0.3, Cosφ = 0.6, tgφ = 1.33 Pjs = 0.3 ×3 = 0.9 kW

Qjs = Pjs × tgφ= 0.9× 1.33 = 1.2 kvar

(8)、100m高扬程水泵

Kx = 0.75, Cosφ = 0.8, tgφ = 0.75 Pjs = 0.75 ×20 = 15 kW

Qjs = Pjs × tgφ= 15× 0.75 = 11.25 kvar

(9)、碘钨灯

Kx = 0.5, Cosφ = 1, tgφ = 0 Pjs = 0.5 ×1 = 0.5 kW

Qjs = Pjs × tgφ= 0.5× 0 = 0 kvar

(10)、灰浆搅拌机

Kx = 0.5, Cosφ = 0.55, tgφ = 1.52 Pjs = 0.5 ×2.2 = 1.1 kW

Qjs = Pjs × tgφ= 1.1× 1.52 = 1.67 kvar

(11)、建筑施工外用电梯

Kx = 0.2, Cosφ = 0.6, tgφ = 1.33 Pjs = 0.2 ×11 = 2.2 kW

Qjs = Pjs × tgφ= 2.2× 1.33 = 2.93 kvar

(12)、混凝土输送泵

Kx = 0.3, Cosφ = 0.7, tgφ = 1.02 Pjs = 0.3 ×32.2 = 9.66 kW

Qjs = Pjs × tgφ= 9.66× 1.02 = 9.85 kvar

(13)、钢筋调直机

Kx = 0.3, Cosφ = 0.7, tgφ = 1.02 Pjs = 0.3 ×4 = 1.2 kW

Qjs = Pjs × tgφ= 1.2× 1.02 = 1.22 kvar

(14)、钢筋切断机

Kx = 0.3, Cosφ = 0.7, tgφ = 1.02 Pjs = 0.3 ×7 = 2.1 kW

Qjs = Pjs × tgφ= 2.1× 1.02 = 2.14 kvar

(15)、UN1系列对焊机

Kx = 0.3, Cosφ = 0.7, tgφ = 1.02 Pjs = 0.3 ×25 = 7.5 kW

Qjs = Pjs × tgφ= 7.5× 1.02 = 7.65 kvar

(16)、钢筋弯曲机

Kx = 0.3, Cosφ = 0.7, tgφ = 1.02 Pjs = 0.3 ×3 = 0.9 kW

Qjs = Pjs × tgφ= 0.9× 1.02 = 0.92 kvar

(17)、总的计算负荷计算,总箱同期系数取 Kx = 0.8 总的有功功率 Pjs = Kx×ΣPjs = 0.8 ×

( 14+0.24+0.33+0.15+0.5+2.1+0.9+15+0+1.1+2.2+9.66+1.2+2.1+7.5+0.9) = 46.31 kW 总的无功功率 Qjs = Kx×ΣQjs = 0.8×

( 18.62+0.24+0.34+0.15+2.28+2.79+1.2+11.25+0+1.67+2.93+9.85+1.22+2.14+7.65+0.92 ) = 50.6 kvar 总的视在功率

Sjs = ( Pjs+Qjs )1/2 = ( 131.722151.382 )1/2 = 48.46 kVA 总的计算电流计算

Ijs = Sjs/( 1.732×Ue ) =48.46/( 1.732×0.38 ) =73.43 A 第四节、绘制临时供电施工图 1、临时供电系统图


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