JDB电子

Delik i?leme baras? sapmas?

Delik i?leme baras? sapmas?, kesme kuvvetleri ve beygir gücü gereksinimi

Bu hesaplamalar teorik de?erleri esas al?r ve sadece planlama ama?l?d?r. Ger?ek sonu?lar farkl?l?k g?sterecektir. JDB电子 sorumluluk kabul etmemektedir.

Rockwell ?? Par?as? Malzemesinin D?nü?ümü (?ste?e Ba?l?)
Metrik
?n?

Rockwell ?? Par?as? Malzemesinin D?nü?ümü (?ste?e Ba?l?)

Brinell sertli?i numaras?n? (HB) biliyorsan?z bu ad?m? atlay?n
Delik Baras? Boyutlar?

Delik Baras? Boyutlar?

inmm
?ubukta so?utucu delik kullan?lm?yorsa 0
inmm
inmm
Delik Baras? Malzeme ?zellikleri

Delik Baras? Malzeme ?zellikleri

psiN/mm2
?? par?as?

?? par?as?

inmm
?? par?as?
?? par?as?"p" De?erler (hp/in.3/min) i?leme ko?ullar? i?in:"p" De?erler (kW/cm3/min) i?leme ko?ullar? i?in:
Malzeme türüTan?mlamaSertli?i HesaplaHassas son i?lemeKaba i?lemeGenelHassas son i?lemeKaba i?lemeGenel
Karbonlu ?elikAISI 10181410.700.660.620.033220.030940.02867
Karbonlu ?elikAISI 10451950.740.700.720.034580.031400.03276
Ala??ml? ?elikAISI 41401940.790.740.730.037770.033220.03367
Ala??ml? ?elikAISI 43402140.760.720.730.038220.033220.03367
Ala??ml? ?elikAISI 41402580.850.770.790.040040.035040.03595
Ala??ml? ?elikAISI 41422770.840.770.750.040500.035040.03595
Ala??ml? ?elikAISI 43404851.311.001.050.059610.046870.04869
Tak?m ?eli?iAISI H112050.780.730.760.038220.033670.03504
Paslanmaz ?elikAISI 316L1470.810.730.730.038220.031850.03322
Paslanmaz ?elikAISI 4102430.810.710.740.038680.033670.03413
Paslanmaz ?elikAISI 17-4 PH2940.990.700.720.045510.033670.03458
Gri d?kme demirSAE G30001950.530.480.470.027300.021840.02184
Sünek d?kme demirASTM 65-45-121650.580.550.510.030030.023660.02366
Titanyum ala??ml?AMS Ti-6Al-4V2870.640.620.620.030940.027760.02867
Nikel ala??m?Inconel 7182771.201.011.021.059610.045960.04733
Alüminyum ala??mlar?AMS 20241390.310.290.300.015470.013200.01365
hp/ln.3/min. kW/cm3/min
??leme Ko?ullar?

??leme Ko?ullar?

inmm
iprmm/rev
sfmmm/min
Tak?m Tezgah? Verimlilik Katsay?lar?
Do?rudan Kay?? Tahriki.9
Arka Di?li Tahriki.75
Di?li Ba? Tahriki.7-.8
Ya? - Hidrolik Tahrik.6-.9
Sonu?lar?n?z

Sonu?lar?n?z

inmm4
rpm
in.cm3/min
 
Delik Geni?letme Dinamikleri

Delik Geni?letme Dinamikleri

lbN
lbN
lbN
inmm
 
Beygir Gücü Hesaplama

Beygir Gücü Hesaplama

hpKW
hpKW
ft-lbsNmm
 

Boring Bar Deflection:

Calculating boring bar deflection, provides a means for analyzing a boring bar’s performance characteristics, prior to machining a part. Deflection can affect the surface finish or in extreme circumstances the part’s dimensional tolerances. To minimize deflection select a boring bar that offers the most rigidity with the shortest overhang.? ? ? ? ? ?

Boring Bar Deflection (y) Formula:

y = FL33EI

F = Cutting force [lbf or N]

Cutting force = unit of power constant x d x f x Kp x C

unit of power constant = 396,000 (Imperial) or 60,000 (Metric)?

d = DOC [inch or mm]

f = feed rate [inch per minute or mm per minute]

Kp = power constant [hp/inch3/minute or kW/mm3/minute]?

C = feed rate factor for the power constant adjustment? ??

L = Unsupported length (overhang) of the boring bar [inch or mm]

E = Modulus of elasticity (in tension) for the boring bar material [psi or N/mm?]

Steel Modulus of elasticity = 30,000,000 psi

Steel Modulus of elasticity = 206,843 N/mm2

Heavy Metal (Tungsten alloy) modulus of elasticity = 48,000,000 psi

Heavy Metal (Tungsten alloy) modulus of elasticity = 330,948 N/mm2?

Carbide Modulus of elasticity = 80,000,000 psi

Carbide Modulus of elasticity = 551,581 N/mm2??

Note: The stated values are specific to JDB电子 boring bars.

I = Moment of inertia for the boring bar cross-sectional area

Moment of Inertia for a solid cylindrical bar = π × DOD4 ÷ 64

Moment of Inertia for a hollow cylindrical bar = π × (DOD4 - DID4) ÷ 64

To use the boring bar deflection formula you must calculate the required cutting force (F), measure the boring bar’s overhang (L), select the correct modulus of elasticity for the boring bar (E), and calculate the moment of inertia for the boring bar’s cross-sectional area (I). Once those items are input into the formula the resulting outcome will be the amount of deflection (given as a distance).?

If the resulting deflection is unacceptable; recalculate using a boring bar with a greater modulus of elasticity or a boring bar with a larger moment of inertia.?

Deflection should be minimized but balanced against what is possible, based on the intended boring operation (depth and width).?

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