O’ZBEKISTON RESPUBLIKASI OLIY VA O’RTA
MAXSUS TA’LIM VAZIRLIGI
ISLOM KARIMOV NOMIDAGI
TOSHKENT DAVLAT TEXNIKA
UNIVERSITETI
“MASHINASOZLIK TEXNOLOGIYASI” FAKULTETI
KURS ISH
MAVZU: Lentali konveyer yuritmasini loyihalash.
Guruh: 53A-18MT
Bajardi: Bakirov X.
Qabul qildi: Ergashev B.
Toshkent-2021
Lentali konveyer yuritmasi.
1- elektrodvigatel; 2- yassi tasmali uzatma; 3- to’g’ri tishli silindrik g’ildirakli reduktor;
4- mufta; 5-lentali konveyer barabani.
,, Lentali konveyer yuritmasi “ loyihasining xisoboti:
Variant №
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Pb , kVt
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nb , min-1
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Db , mm
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4
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3,0
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70
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350
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I. Elektrodvigatel tanlash va yuritmaning kinematic xisobi.
1. Elektrodvigateldan talab qilinadigan quvvat:
Pt= kVt
ηum – yuritmaning umumiy foydali ish koeffitsienti
η1=0.96 η2=0.98 η3=0.99 ηum= η1·η2·η33 ηum=0.912
Pt= Pt= Pt=3.29 kVt
Jadvaldan quvvati Pdv=3.0 kVt; sinxron aylanishlar soni ns=1000 min-1; sirpanish s=5.1%; markasi 112MA6 bo’lgan elektrodvigatel tanlaymiz.
Elektrodvigatelning nominal aylanishlar soni ndv=ns·(1-s) ndv=1000·(1-0.047) ndv=953 min-1
2. Yuritmaning umumiy uzatishlar nisbati
ium= ium= ium=13.6
ium= itas· ured itas=3 deb qabul qilamiz. ured= ured= ured= 4.53
standart bo’yicha ured= 4.5 deb qabul qilamiz.
Shunda:
itas= itas= itas= 3.022 itas= 3 deb qabul qilamiz.
ium 1= itas· ured ium 1=4.5·3 ium 1=13.5
3. Uzatishlar nisbatining farqi
Δi= ·100 Δi= -0.0735 -0.0735 ≤ 3% shart bajarilmoqda.
4. Yuritma vallaridagi quvvat, aylanishlar chastotasi, burchak tezligi va burovchi momentlarni aniqlash.
a) birinchi val
P1= Pt P1= 3 kVt ; n1= ndv n1= 953 min-1 ω1= ω1= 99.747 sek-1
T1= 9550· T1= 9550· T1= 30.062 N·m
b) ikkinchi val
P2= P1·η1·η2 P2= 3·0.96·0.98 P2= 2.822 kVt
n2= n2= n2= 317.666 min-1
ω2= ω2= ω2= 33.249 sek-1
T2= 9550· T2= 9550· T2= 84.837 N·m
d) uchinchi val
P3= P2·η2·η3 P3= 2.822·0.98·0.99 P3= 2.737 kVt
n3= n3= n3= 70.592 min-1
ω3= ω3= ω3= 7.388 sek-1
T3= 9550· T3= 9550· T3= 370.273 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)= (σH2) (σH)= 427.273 MPa
2. Tishlarning faol sirtlari kontakt mustaxkamligi shartidan o’qlararo masofani hisoblaymiz,
aw= Ka(u+1)· aw= 49.5(4.5+1)·
aw= 210.272 mm
Ka= 49.5 u= ured u= 4.5 KH𝛃= 1.15 𝟁ba= 0.25 T3= 370.273 N·m
Standart bo’yicha aw= 200 mm deb qabul qilamiz.
3. Normal modulni aniqlaymiz,
mn= (0.01∶0.02)·aw mn= (0.01∶0.02)·200 mn= 2∶4 mm
Standart bo’yicha mn= 3.5 mm deb qabul qilamiz.
4. Shesternya va tishli g’ildirak tishlari sonini aniqlaymiz.
Z1= 2· z1= 2· Z1= 20.799 Z1= 20 deb qabul qilamiz.
Shunda, Z2= Z1·u Z2= 20·4.5 Z2= 90 Z2= 94 deb qabul qilamiz.
5. Shesternya va tishli g’ildiraklarning asosiy o’lchamlari:
Bo’luvchi diametrlari,
d1= mn·Z1 d1= 3.5·20 d1= 70 mm, d2= mn·Z2 d2= 3.5·94 d2= 329 mm
Tekshiruv: aw= aw= aw= 199.5≈200 mm
Tishlar cho’qqisining diametrlari,
da1= d1+2·mn da1= 70+2·3.5 da1= 77 mm
da2= d2+2·mn da2= 329+2·3.5 da2= 336 mm
Tishli g’ildirak eni,
b2= ba·aw b2= 0.25·200 b2= 50 mm
Shesternyaning eni,
b1= b2+5 b1= 55 mm
Shesternya eni koeffitsientini diametr bo’yicha aniqlaymiz,
𝟁bd= 𝟁bd= 𝟁bd= 0.786
Tishli g’ildiraklarning aylana tezligini aniqlaymiz,
ν= ω2· ν= 33.249· ν= 1.164 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 yuklamaning tishlararo taqsimlanishini hisobga oluvchi koeffitsienti
KH𝛃= 1.02 tishli g’ildirak gardishi bo’yicha yuklamaning notekis taqsimlanishini hisobga oluvchi koeffitsient,
KHʋ= 1.05 dinamik koeffitsient, deb qabul qilamiz.
KH= 1.02·1·1.05 KH= 1.071
7. Kontakt kuchlanishni quyidagi formula bo’yicha tekshiramiz:
σH= σH= σH= 395.67 MPa
σH˂(σH) 395.67 ˂ 427.273 MPa
8. Tishli ilashmaga tasir etuvchi kushlar:
Aylana kuch,
Ft= 2· Ft= 2· Ft= 2423.9 N
Radial kuch,
α= 20° tgα= 0.364 Fr= Ft·tgα Fr= 3423.9·0.364 Fr= 882.299 N
9. Tishlarni egilishdagi kuchlanish bo’yicha mustahkamlikka tekshiramiz:
σF= ≤ (σF)
KF= KF𝛃·KFʋ - yuklanish koeffitsienti, KF𝛃= 1.08 – tish uzunligi bo’yicha yuklamaning notekis taqsimlanishini hisobga oluvchi koeffitsient, KFʋ= 1.25 – yuklamaning dinamik tasirini xisobga oluvchi koeffitsient.
Shunda, KF= 1.08·1.25 KF= 1.35
YF - tish shaklini xisobga oluvchi koeffitsient ГОСТ 21354-75.
Shesternyaniki, Zʋ1= Z1 Zʋ1= 20 YF1= 4.09
Tishli g’ildirakniki, Zʋ2= Z2 Zʋ2= 94 YF2= 3.61
Ruxsat etilgan kuchlanish, (σF)= (SF)= 1.75 -xavfsizlik koeffitsienti,
σFlimb -tsikllarning asosiy soniga mos keluvchi mustahkamlik chegarasi.
Shesternya 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, = 60.659 MPa,
Tishli g’ildirak uchun, = 56.983 MPa.
Tishli g’ildirak tishining mustahkamligini tekshiramiz:
σF2=
σF2= σF2= 67.315 MPa
σF2 ≤ (σF2)
Mustahkamlik sharti bajarilmoqda.
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