主斜井提升系统的选型设计 下载本文

=6768.7-3687.87×0.3 =6768.7-1106.4 =5662.3(kgf)

4. 低速等速终了时:

F01 = F01-PkL01sinθ

=5662.3-2.129×21.25 sin20

=5662.3-15.5 =5646.8(kgf)

(二).矿车在井筒中运行段:

/

1. 主加速开始时:

F1 = F01+∑Ma1

=5646.8+3687.87×0.5 =5646.8+1844 =7490.7(kgf) 2. 主加速终了时: F1 = F1-PkL1sinθ

=7490.7-2.129×12.57×sin20 =7490.7-9.15 =7481.6(kgf) 3. 等速开始时:

F2 = F1-∑Ma1

=7481.6-3687.87×0.5 =7481.6-1844

13

/

/

/

=5637.6(kgf) 4. 等速终了时: F2 = F2-PkL2sinθ

=5637.6-2.129×574.86 sin20 =5637.6-418.6 =5219(kgf) 5. 减速开始时:

F3 = F2-∑Ma1

=5219-3687.87×0.5 =5219-1844 =3375(kgf) 6. 减速终了时:

F3 = F3-PkL3sinθ

=3375-2.129×12.57 sin20

=3375-9.15

/

/

/

=3365.9(kgf)

(三)、重矿车在栈桥上运行段: 1. 末等速开始时:

F4 = F3+∑Ma1

=3365.9+3687.8×0.5 =3365.9+1844 =5210(kgf) 2. 末等速终了时:

14

/

F4 =F4-PkL4 sinθ

=5210-2.129×31.25 sin20 =5210-22.8 =5187.2(kgf) 3. 末减速开始时:

F5 = F4-∑Ma0

=5187.2-3687.87×0.3 =5187.2-1106.4 =4080.8(kgf) 4. 末减速终了时:

F5 =F5-PkL5 sinθ

=4080.8-2.129×3.75 sin20 =4080.8-2.73 =4078.1(kgf)

(四)、等效力计算

∑Ft =1/2×(F0+F0)t0+1/2×(F01+F01)t01

+1/2×(F1+F1)t1+1/3×(F2+F2F2+F2)t2 +1/2×(F3+F3)t3+1/2×(F4+F4)t4 +1/2×(F5+F5)t5

=0.5×(6771.4+6768.7)×5+0.5×(5662.3+ 5646.8)×14.17+0.5×(7490.7+7481.6)×4.7 +0.33×(5637.6+5637.2×5219+5219)×149.4 +0.5×(3375+3365.9)×4.7+0.5×(5210

15

2

2

2

2

2

2

2

2

2

2

2

2

/2

2

/2

2

/2

2

/2

2

/

/2

2

2

/2

2

/2。

/

/

/

+5187.2)×20.83+0.5×(4080.8+4078.1)×5 =2.5×91667157+7.085×63947991+2.35×112084925 +49.302×88443129+2.35×22719908 +10.415×54051144+2.5×33283828 =229167893+453071516+263399574

+4360423146+53391784+562942665+83209570 =6005606148

Td =0.5×(t0+t01+t1 +t3+t4+t5)+t2+1/3×Θ

= 0.5×(5+14.17+4.7+4.7+20.83+5)+149.4+0.33×25 =0.5×54.4+149.4+8.25 =27.2+157.65 =184.85(s) Fdx =√∑Ft/ Td

=√6005606148/184.85 =√32489078.43 =5700(kgf)

(五)、等效功率:

Ndx = FdxVmax/(102η)

=5700×3.848/(102×0.90) =238.9(kw)

从以上计算可知,所选电动机容量是合适的。

2222

电动机的过载系数校验:

16