Shaxtaning bosh suv chiqarish qurilmalarini loyihalash


Pnevmatik qurilmaning hisoblash sxemasi


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Shaxtaning bosh suv chiqarish qurilmalarini loyihalash

Pnevmatik qurilmaning hisoblash sxemasi .



Siqilgan havo iste’molchilarining texnik xarakteristikalari.



Siqilgan havo iste’molchilari

Miqdori soni ta
ni

qi
m3/min

pnibar

K3i



kвi

Tozalovchi kombaynlar (t k)

2

48

4,5

1.0

1,10

1,0

Yuklovchi mashinalar (y m)

4

22

5,0

0,25

1,10

0,4

O’tuvchi greyferlar (o’ g)

2

20

5,6

0,38

1,15

0,45

Manyovrlovchi lebyodkalar (m l)

5

10

3,5

0,80

1,20

0,15

Skrebkali konveyerlar (s k)

8

16

3,5

0,80

1,10

1,0

Burg’ulovchi stanoklar (b s)

2

16

4,5

1,0

1,20

0,5

Otboyka bolg’alari (o b)

55

1.4

4,0

1,0

1,15

0,4

Burg’ulovchi bolg’alar (B b)

11

3,5

5,0

1,0

1,15

0,65

ВМП ventilyatorlari (v v)

10

5,0

4,0

0,7

1,0

1,0

Pnevmatik nasoslar (p n)

6

2,5

4,0

0,8

1,05

1,0

Skreperli lebyodkalar (s l)

5

2,5

5,0

0,8

1,20

0,5

Girovozlar (g)

3

35

5,5

1,0

1,15

0,3

1-jadval
KOMPRESSOR STANSIYASINING ISHLAB CHIQARISH UNUMDORLIGINI HISOBLASH

1.1 Siqilgan havo iste’molchilarining umumiy miqdori.


nc= =n1+n2…nm=2+4+2+5+8+2+55+11+10+6+5+3=113
1.2 Iste’molchilarning o’rtacha yoqilish koeffitsienti.
KB= ==
Bu yerda: ni — i-tipdagi bir hil nomdagi iste’molchilarning miqdori; qi — berilgan iste’molchining siqilgan havo nominal sarfi; k3i —ishlash koeffitsienti; i— mashina va mexanizmlarning yeyilishi natijasida siqilgan havo isrofi oshish koeffitsienti; kBI— mashina va mexanizmlarning yoqilish koeffitsienti; m — bir
turdagi iste’molchilarning guruhlari miqdori. Son miqdori parametrlari va koeffitsientlari 1-jadvaldan olinadi.
=2 * 48 * 1,0 * 1,1 * 1,0 + 4 * 22 * 0,25 * 1,1 * 0,4 + 2 * 20 * 0,38 * 1,15 * 0,45 + 5 * 10 * 0,8 * 1,2 * 0,15 + 8 * 16 * 0,8 * 1,1 * 1,0 + 2 * 16 * 1,0 * 1,2 * 0,5 + 55 * 1,4 * 1,0 * 1,15 * 0,4 + 11 * 3,5 * 1,0 * 1,15 * 0,65 + 10 * 5,0 * 0,7 * 1,0 * 1,0 + 6 * 2,5 * 0,8 * 1,05 * 1,0 + 5 * 2,5 * 0,8 * 1,2 * 0,5 + 3 * 35 * 1,0 * 1,15 * 0,3= 416,209м3/мин;
=2 * 48 * 1,0 * 1,1 + 4 * 22 * 0,25 * 1,1 + 2 * 20 * 0,38 * l,15 + 5 * 10 * 0,8 * 1,2 + 8 * 16 * 0,8 * 1,1 + 2 * 16 * 1,0 * 1,2 + 55 * 1,4 * 1,0 * 1,15 + 11 *3,5 * 1,0 * 1,15 + 10 * 5,0 * 0,7 * 1,0+6 * 2,5 * 0,8 * 1,05 + 5 * 2,5 * 0,8 * 1,2 + 3 * 35 * 1,0 * 1,15 =659.495м3/мин.
m3/min;
Iste’molchilarningbirvaqtdaishlashkoeffitsienti - КоniberilgangrafikdanпсvaKvmiqdorlarorqalitopiladi. Ко =0.72



1.3 Iste’molchilarning umumiy havo sarfini hisoblash.
Qn= =1,1∙0,72∙659.495=522.320m3/min;


Bu yerda: = 1,05+1,15 — shaxta va yer yuzasida hisobdan tashqarida bo’lgan siqilgan havo iste’molchilarining zaxira koeffitsienti.
1.4 Pnevmatik tarmoqlardagi quvurlarning umumiy uzunligi.
=L1-2+L33…=300+100+190+140+200+360+300+250+240+230+340+
260+290+260+320+470+330=4580m.
1.5 Pnevmatik tarmoqlarda germetiksizlanish oqibatida hosil bo’lgan isrof miqdori
Qус= = 0,003.4580=13.74 m3/min;
Bu yerda р = 5 bar — iste’mol punktalarida siqilgan havoning o’rtacha bosimi; а = 0,003 m3/(min-m) — 5 bar da ishlaydigan iste’molchilarning bosimini hisoblashda ruxsat etilgan isrof miqdori, quvurlarning uzunlik miqdoriga bog’liq holda.
1.6.Havo iste’mol punktlaridagi isrof kattaligining miqdori.
Qун= = 0,4 ∙ 113 =45.2m3/min;
Bu yerda b= 0,4 m3/min; — 5 bar bosim ostida ishlayotgan iste’molchilarning ulangan qismlaridagi normaga muvofiq isrofi.
1.7. Kompressor stansiyasining umumiy ishlab chiqarish unumdorligi.
Qкс=Qп+Qус+Qуп=522.320+13.74+45.2=581.26m3/min;


PUNKTLARDAGISIQILGANHAVOSARFLARINING MIQDORI

2.1. Punktlarda ishlayotgan iste’molchilarning umumiy siqilgan havo sarfi quyidagi formula orqali hisoblanadi.


Qi-j= +
КО=48∙1.0∙1.10∙1.0=52.8
ПМ=22∙0.25∙1.10∙0.4=2.42
ГП=20∙0.38∙1.15∙0.45=3.933
МЛ=10∙0.80∙1.20∙0.15=1.44
СК=16∙0.80∙1.10∙1.0=14.08
БС=16∙1.0∙1.2∙0.5=9.6
МО=1.4∙1.0∙1.15∙0.4=0.644
БМ=3.5∙1.0∙1.15∙0.65=2.616
ВМ=5.0∙0.7∙1.0∙1.0=3.5
НП=2.5∙0.8∙1.05∙1.0=2.1
СЛ=2.5∙0.8∙1.20∙0.5=1.2
ГВ=35∙1.0∙1.15∙0.3=12.075
Q4-9= + =1∙3.933+1∙14.08+10∙0.644+1∙2.616+1∙3.5+1∙1.44+0.003∙360+0.4∙15=39.089m3/min
Q4-10= + =1∙12.075+1∙9.6+1∙3.5+1∙1.44+1∙14.08+1∙2.1+0.003∙300+0.4∙6=46.095m3/min
Q5-11= + =1∙2.42+10∙0.644+1∙2.616+2∙2.1+0.003∙240+0.4∙14=21.996m3/min
Q5-12= + =1∙52.8+1∙14.08+2∙3.5+1∙1.44+2∙2.1+1∙2.42+0.003∙230+0.4∙8=81.83m3/min
Q6-15= + =1∙3.933+1∙14.08+5∙0.644+2∙2.616+1∙3.5+0.003∙260+0.4∙10=34.745m3/min
Q6-16= + =2∙12.075+6∙0.644+1∙1.44+2∙14.08+1∙2.1+0.003∙290+0.4∙12=65.284m3/min
Q7-17= + =8∙0.644+2∙2.616+2∙3.5+1∙1.2+1∙14.08+0.003∙260+0.4∙14=39,044m3/min
Q7-18= + =1∙2.42+9∙0.644+2∙2.616+1∙1.2+2∙14,08+0.003∙320+0.4∙15=49,768m3/min
Q8-13= + =1∙9.6+7∙0.644+2∙2.616+1∙3,5+2∙2,42+0.003∙470+0.4∙13=34,29m3/min
Q8-14= + =1∙52.8+1∙14.08+2∙3.5+1∙1.44+1∙3,5+0.003∙330+0.4∙6=82,21m3/min;.


2.2. Asosiy quvurlardagi siqilgan havo isrofi miqdorini aniqlash:
Qi-j= +
Bu yerda Qi-j — periferik uchastkalardagi pnevmatik tarmoqdagi umumiy siqilgan havo sarfi.

Q5-8= Q8-13+Q8-14+ =34,29+82,21+0.003∙250=117,25m3/min


Q6-7= Q7-17+Q7-18+ =39,044+49,768+0.003∙340=89,832m3/min
Q3-6= Q6-7+Q6-15+Q6-16+ =89,832+34,745+65,284+0.003∙200=190,461m3/min
Q3-5= Q5-8+Q5-11+Q5-12+ =117,25+21,996+81.83+0.003∙140=221,496m3/min
Q2-3= Q3-5+Q3 - 6+ =221,496+190,461+0.003∙100=412,257m3/min
Q2-4= Q4-9+Q4-10+ =39,089+46.095+0.003∙190=85,754m3/min
Q1-2= Q2-3+Q2-4+ =412,257+85,754+0.003∙300=498,911m3/min

Tarmoq uchastka-lari,i-j

Uchastkalaroxiridagisiqilganhavoiste’moliyokiiste’molchilarro’yxati,oxirgipunktgaulanganqismlari.

Uchatka uzunligi
Li-j ,m

Iste’molchi-lar miqdori ni-j

Siqilgan havo isrofi Qi-j m3/min;

4-9
4-10
5-11
5-12
6-15
6-16
7-17
7-18
8-13
8-14
5-8
6-7
3-6
3-5
2-3
2-4
1-2

(1гп + 1ск + 10 мо + 1бм + 1вм+1мл)
(1гв + 1бс + 1вм + 1мл+1ск+1нп)
(1пм + 10 мо + 1бм + 2нп)
(1ко + 1ск + 2вм + 1мл + 2нп+1пм)
(1гп + 1ск + 5мо + 2бм+1вм)
(2гв + 6мо + 1мл + 1нп+1ск+1ск)
(8мо + 2бм + 2вм + 1сл+1ск)
(1пм + 9мо + 2бм + 1вм+2сл)
(1бс + 7 мо + 2бм + 2сл+1пм)
(1ко + 1ск+ 2вм + 1мл +1бм)
Q8-13+Q8-14
Q7-17+Q7-18
Q6-7+Q6-15+Q6-16
Q5-8+Q5-11+Q5-12
Q3-5+Q3 - 6
Q4-9+Q4-10
Q2-3+Q2-4

360
300
240
230
260
290
260
320
470
330
250
340
200
240
100
190
300

15
6
14
8
8
10
14
15
13
6
19
29
53
41
94
20
104

32.945
49.995
24.842
85.86 34,66
49,974
37,632
22,528
29,024
76,97
106.834
61.3
146.714
218.076
365.09
83.57
449.05

2.3.Quvurlardagihisoblanganisrofnatijalari 2-jadvaldakeltirilgan.



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