O’zbekiston respublikasi oliy va o’rta maxsus ta’lim vazirligi toshkent kimyo texnalogiya instituti shahrisabz filiali texnik mexanika fanidan


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Erkinbek texnik mexanika

3.Normal modulni aniqlaymiz.
mn=(0.01 0.02) mn=(0.01 0.02) 224 mn=2.24 4.48
GOST 9563-60 Standarti bo’yicha mn=3 mm deb qabul qilamiz.


4.Shesternya va tishli g’ildirak sonini aniqlaymiz. Cos =0.98
=147
= ; .
Shunda,
Qiya tishli g`ildirakni o`lchamlarini aniqlash.


1) b = 7 mn = 73=21

2) da = mn(Z1+2) = 117

3) h = 2.25mn=2.253=6.75

4) δ0=3∙mn=3∙3=9

5) D0=da – 2(h+ δ0)=85.5

6) lcm=1.1∙b=23.1

7) db=0.2da = 23.4

8) dcm = 1.6db=37.44

9) D1=0.5(D0+dcm)=61.47

10) c=0.2∙b = 0.75
11) ha= mn=3
12) hf=1.25mn=3.75
13)d=mnZ1=111
14)df=108.5
15)dom=12
16)dob=91.5



5.Shesternya va tishli g’ildiraklarning asosiy o’lchamlari.
Bo’luvchi diametrlari.
= z1*mn/Cos 59 mm
z2 mm
Tekshiruv:
= aw= aw=224 mm aw=224 mm,
6.kontakt kuchlanish.
KHa=1.3
K=1.01
KHv=1.05
KH=KHa*K*KHv=1.3*1.01*1.05=1.37
tishli g’ildirak eni
=
v= v=33.7 v=0.99=1 da
qiya tishli g’ildiraklar aniqlik darajasini 9 deb qabul qilamiz
7.Kontakt kuchlanishni quydagi formula bo’yicha tekshiramiz.
𝜎𝐻 = 270/aw* 3/b2*ired2=8.4
8.4<427 MPa
8.Tishli ilashmaga ta’sir etuvchi kuchlar
Aylana kuch:
2
Radial kuch:α
tg 0.36, /cos
Normal kuchni topish
Fn=Ft/(cos α * cos =1/0.97*0.98=1.05N
9.Tishlarni egilishdagi kuchlanish bo’yicha musahkmlikka tekshiramiz.


KF=K*K*KFv eguvchi kuchlanish bo`yicha yuklanish koeffitsienti
K=1.0
K=1.01
KFv=1.13
KF=1.0*1.01*1.13=1.14
Yβ=1-β/140=0.9
YF=3.75
𝜎𝐹2 = 1*1.14*3.75*0.9/56*3=0.02
3.3 Tasmali uzatmaning hisobi
Hisoblash uchun dstlabki malumotlar: yetaklovchi shikivning aylanishlar soni zatish nisbati ; sirpanish koefitsienti =0.032
D1=6* 1=35.53
GOST 17383-73 Bo`yicha D1 ni 40 deb qabul qilamiz.
D2=D1*itas*(1-0.032)=116 D2=125 deb qabul qilamiz.
i=D2/D1*(1-0.032)=3,22
i=itas-i/i=3-3.22/3.22*100%=-6.8
O’qlararo masofa a=2*(D1+D2)=330
Kichik shikivning qamrov burchagi o=(180-60)*(d2-d1)/ =86.55
Tasmaning uzunligi.
L=2 +0.5* D1+D2)+(D2-D1)^2/4 =939.67
Tasmaning uzunligini GOST1284-80dan L=1000
Tasmaning tezligi ; v= 1n1/60=3.14*59*968/60=2.9 v=2.9deb qabul qilamiz.
Aylana kuch Ft=P1/v=6.8*/2.9=2.34 2.34*103=2340
Qamrov burchak koefitsienti Ca=1-0.003(180-ao)=0.71
Tasma tezligi tasirini hisobga oluvchi koeffitsient CV=1.04-0.0004*v2=1
CP=1 ,CO=1,po=3
(p)=po*Ca*Cv*Cp*Co=2.13
Tasmaning eni Btas=Ftas/(z*(p))=2340/(3*2.13)=366 standartdan Btas=366 deb olamiz
Z=3deb olamiz
Tasmaning dastlabki tarangligi F0= 0Btas 1.8*366*5=3290 3290*10-3=3.29
Tasma tarmoqlarudagi kuchlar yetaklovchinikida Ftas1=F0+0.5*Ftas=3290+0.5*2340=4465
Yetaklanuvchi Ftas2=F0-0.5*Ftas=2125
1=Ftas1/Btas =4465/(366*5)=2.43

3.4.Reduktor vallarning dastlabki hisobi.

Kamaytirilgan ruxsat etilgan kuchlanish bo`yich buralishga dastlabki hisobni o`tkazamiz.Bunda vallarning shestirnya, tishli g`ildirak va podshipnik osti diametrlarini aniqlab eskizini chizamiz.



  1. Burulishga ruhsat etilgan kuchlanish qiymati [ bo`lgandagi

Yetaklovchi valning chiqish ohridagi diametri quydagi formula bo`yicha aniqlanadi
= =38 mm
Val diametrini quydagicha qabul qilamiz =38 mm

2.Podshipnik osti bo`ynining deyametri =45mm shesternya val bilan birgalikda


tayyorlanadi.
3.valning shesternaga o`rnatiladigan pog`onasining diametri dk1=52



Yetaklovchi valning eskiz chizmasi

3.Yetaklanuvchi valning chiqish oxirdagi diametrni aniqlaymiz (λ)=25 MPa. deb qabul


qilamiz

= = =65 mm

Val diametrni quydagicha qabul qilamiz: = 65 mm


Podshipnik osti bo’ynining diametrni mm
tishli g’ildirak osti diametrni =79 mm deb qabul qilamiz.
Bo’rtiq diametrni mm deb qabul qilamiz.
Val oxirining uzunligi l1=(1.5……2)*dv1=1.6*38=60 l2=(1.5…2)*dv2 =1.6*65=104
lk=lct=(1.2…1.5)*dk1=1.3*52=68 lk=lct=(1.2…1.5)*dk2=1.3*79=102

Yetaklanuvchi valning eskiz chizmasi

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