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89-20 Subbiyev.M


O’ZBEKISTON RESPUBLIKASI OLIY VA O’RTA
MAXSUS TA’LIM VAZIRLIGI
ISLOM KARIMOV NOMIDAGI
TOSHKENT DAVLAT TEXNIKA
UNIVERSITETI
MASHINASOZLIK TEXNOLOGIYASI” FAKULTETI

KURS ISH
MAVZU: Bir pog’anali silndirsimon reduktor.

Guruh: 89-20


Bajardi:
Qabul qildi:
Toshkent-2022


Bir pog’anali silndirsimon reduktor.


1- elektrodvigatel; 2- yassi tasmali uzatma; 3- to’g’ri tishli silindrik g’ildirakli reduktor;
4- mufta; 5-lentali konveyer barabani.

,, Bir pog’anali silndirsimon reduktor“ loyihasining xisoboti:



Variant №

Pb , kVt

nb , min-1

Db , mm

13

3.6

80

750


I. Elektrodvigatel tanlash va yuritmaning kinematic xisobi.
1. Elektrodvigateldan talab qilinadigan quvvat:
Pt= kVt
ηum – yuritmaning umumiy foydali ish koeffitsienti
η1=0.96 η2=0.97 η3=0.99 ηum= η1·η2·η33 ηum=0.903
Pt= Pt= Pt=3.98 kVt
Jadvaldan quvvati Pdv=3.6 kVt; sinxron aylanishlar soni ns=750 min-1; sirpanish s=2.5%; markasi 160S8 bo’lgan elektrodvigatel tanlaymiz.
Elektrodvigatelning nominal aylanishlar soni ndv=ns·(1-s) ndv=750·(1-0.025) ndv=731.25min-1
2. Yuritmaning umumiy uzatishlar nisbati
ium= ium= ium=9.14
ium= itas· ured itas=3.046 deb qabul qilamiz. ured= ured= ured= 3
standart bo’yicha ured= 8 deb qabul qilamiz.
Shunda:
itas= itas= itas=1.14 itas= 3 deb qabul qilamiz.
ium 1= itas· ured ium 1=1.14·3 ium 1=3.42
3. Uzatishlar nisbatining farqi
Δi= ·100 Δi= -0.028 -0.028 ≤ 3% shart bajarilmoqda.
4. Yuritma vallaridagi quvvat, aylanishlar chastotasi, burchak tezligi va burovchi momentlarni aniqlash.
a) birinchi val
P1= Pt P1= 6.09 kVt ; n1= ndv n1= 731.25 min-1 ω1= ω1= 76.537 sek-1
T1= 9550· T1= 9550· T1= 79.53 N·m
b) ikkinchi val
P2= P1·η1·η2 P2= 6.09·0.96·0.99 P2= 5.787 kVt
n2= n2= n2= 240 min-1
ω2= ω2= ω2= 25.12 sek-1
T2= 9550· T2= 9550· T2= 230.246 N·m
d) uchinchi val
P3= P2·η2·η3 P3= 5.787·0.97·0.99 P3= 5.557 kVt
n3= n3= n3= 30 min-1
ω3= ω3= ω3= 3.14 sek-1
T3= 9550· T3= 9550· T3= 1768.97 N·m
II. Reduktor tishli g’ildiraklarining xisobi
1. Shesternya va tishli g;ildirak uchun material tanlab, ular uchun ruxsat etilgan kuchlanishlarni aniqlaymiz.
3.3- jadvaldan o’rtacha mexanik xarakteristikali material tanlaymiz. Shesternya uchun HB1= 230, tishli g’ildirak uchun HB2= 200 bo’lgan Po’lat 45 materialini tanlaymiz. Termik ishlovi- yaxshilash.
Ruxsat etilgan kontakt kuchlanish:
σH=σHlimb·
σ1- sikllarning asosiy sonidagi kontakt mustahkamlik chegarasi, σHlimb= 2HB+70
KHL= 1 umirboqiylik koeffitsienti, (SH)= 1.1 xavfsizlik koeffitsienti,
Shesternya uchun, (σH1)= (σH1)= (σH1)= 481.818 MPa
Tishli g’ildirak uchun (σH2)= (σH2)= (σH2)= 427.273 MPa
Shunda to’g’ri tishli g’ildirak uchun ruxsat etilgan xisobiy kontakt kuchlanish,
(σH)= (σH) (σH)= 409.09 MPa
2. Tishlarning faol sirtlari kontakt mustaxkamligi shartidan o’qlararo masofani hisoblaymiz,

aw= Ka(u+1)· aw= 43(8+1)·


aw= 310.42 mm
Ka= 43 u= ured u= 8 KH𝛃= 1.25 𝟁ba= 0.4 T3= 1768.97 N·m
Standart bo’yicha aw= 315 mm deb qabul qilamiz.
3. Normal modulni aniqlaymiz,
mn= (0.01∶0.02)·aw mn= (0.01∶0.02)·315 mn= 3.15∶6.3 mm
Standart bo’yicha mn= 4 mm deb qabul qilamiz.
4. Shesternya va tishli g’ildirak tishlari sonini aniqlaymiz.
Z1= 2· z1= 2· Z1= 17.237 Z1= 17 deb qabul qilamiz.
Shunda, Z2= Z1·u Z2= 17*8 Z2= 136 Z2= 136 deb qabul qilamiz.
5. Shesternya va tishli g’ildiraklarning asosiy o’lchamlari:
Bo’luvchi diametrlari,
d1= mn·Z1/COSB d1= 4·17/0.971 d1= 70 mm, d2= mn·Z2/COSB d2= 4·136/0.971 d2= 560 mm
Tekshiruv: aw= aw= aw= 315mm
Tishlar cho’qqisining diametrlari,
da1= d1+2·mn da1= 70+2·4 da1= 78 mm
da2= d2+2·mn da2= 560+2·4 da2= 568 mm
Tishli g’ildirak eni,
b2= ba·aw b2= 0.4·315 b2= 126 mm
Shesternyaning eni,
b1= b2+5 b1= 131 mm
Shesternya eni koeffitsientini diametr bo’yicha aniqlaymiz,
𝟁bd= 𝟁bd= 𝟁bd= 1.87
Tishli g’ildiraklarning aylana tezligini aniqlaymiz,
ν= ω ν= 25.12· ν= 8.79 m/s
ν= 1.16 m/s da to’g’ri tishli g’ildiraklar aniqlik darajasini 8 deb qabul qilamiz.
6. Yuklanish koeffitsienti
KH= KH𝛃·KHα·KHʋ
KHα= 1.09 yuklamaning tishlararo taqsimlanishini hisobga oluvchi koeffitsienti
KH𝛃= 1.06 tishli g’ildirak gardishi bo’yicha yuklamaning notekis taqsimlanishini hisobga oluvchi koeffitsient,
KHʋ= 1 dinamik koeffitsient, deb qabul qilamiz.
KH= 1.06·1·1.09 KH= 1.155
7. Kontakt kuchlanishni quyidagi formula bo’yicha tekshiramiz:
σH= σH= σH= 154.2 MPa
σH˂(σH) 154.2 ˂ 409.09 MPa
8. Tishli ilashmaga tasir etuvchi kushlar:
Aylana kuch,
Ft= 2· Ft= 2· Ft= 2272.4 N
Radial kuch,
𝛃= 13° tg𝛃= 0.23 Fr= Ft·tgα Fr= 2272.4·0.23 Fr= 524.62N
9. Tishlarni egilishdagi kuchlanish bo’yicha mustahkamlikka tekshiramiz:
σF= ≤ (σF)
KF= KF𝛃·KFʋ - yuklanish koeffitsienti, KF𝛃= 1.4 – tish uzunligi bo’yicha yuklamaning notrkis taqsimlanishini hisobga oluvchi koeffitsient, KFʋ= 1.16 – yuklamaning dinamik tasirini xisobga oluvchi koeffitsient.
Shunda, KF= 1.4·1.16 KF= 1.276
YF - tish shaklini xisobga oluvchi koeffitsient ГОСТ 21354-75.
Shesternyaniki, Zʋ1= Z1/COS𝛃3 1= 18.569 YF1= 4.28
Tishli g’ildirakniki, Zʋ2= Z2/ COS𝛃3 2= 148.552 YF2= 3.6
Ruxsat etilgan kuchlanish, (σF)= (SF)= 1.75 -xavfsizlik koeffitsienti,
σFlimb -tsikllarning asosiy soniga mos keluvchi mustahkamlik chegarasi.
Shesterbya uchun,
σ1Flimb= 1.8·HB1 σ1Flimb= 1.8·230 σ1Flimb= 414 MPa
Tishli g’ildirak uchun,
σ2Flimb= 1.8·HB12 σ2Flimb= 1.8·200 σ2Flimb= 360 MPa.
Shunda ruxsat etilgan kuchlanish quyidagicha:
Shesternya uchun,
(σF1)= (σF1)= 236.571 MPa
Tishli g’ildirak uchun,
(σF2)= (σF2)= 205.714 MPa
Quyidagi munosabatni , yani shesterbya va tishli g’ildirak uchun ruxsat etilgan kuchlanishni ular tishlarining shakliga nisbatini xisoblaymiz:
Shesternya uchun, = 55.37MPa,
Tishli g’ildirak uchun, = 57.22 MPa.
Tishli g’ildirak tishining mustahkamligini tekshiramiz:
σF2=
σF2= σF2= 4.763 MPa

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