Air Slide Table Load Factor of Dynamic Moment 3-3 Pitching Examine Mep. (30 + 10.5) Mep = 1/3 x 16.8 x 9.8 x = 2.2 1000 We = 4/100 x 1 x 420 = 16.8 A2 = 10.5 Meap = 1 x 0.7 x 18 = 12.6 K = 1 = 0.7 Mpmax = 18 3 = 2.2/12.6 = 0.17 (Ln + An) Me = 1/3 We x 9.8 1000 Collision equivalent to impact We = W V : Bumper coefficient Rubber stopper without adjuster = 4/100 Find the dynamic moment Me (Nm).
ARM 2 2 3 3 3 4 4 5 5 6 6 2 2 2 3 3 4 4 5 5 6 6 1 2 1 2 3 1 2 1 2 1 2 A B C A B A B A B A B 6 x 4 4 x 3 10 x 8 8 x 6 6 x 4 12 x 10 10 x 8 19 x 16 12 x 10 25 x 22 19 x 16 1/4" x 5/32" 3/16" x 1/8" 1/8" x 0.086" 3/8" x 1/4" 1/4" x 5/32" 1/2" x 3/8" 3/8" x 1/4" 3/4" x 5/8" 1/2" x 3/8" 1" x 7/8" 3/4" x 5/8" SMC SMC SMC ARP P U Panel mount union Union IR-A IR SMC IRV : Basic size : With reducer
E x F x G x H 3600 Power consumption of existing product: 75,938 yen/year for 18,750 of total operation hours.
) Fig. (1) Overhang: Ln (mm), Correction Value of Moment Center Position Distance: An (mm) Pitch moment Yaw moment Roll moment F F My L1 A1 L2 A2 A1 Mp W L1 A1 Mr Static moment Dynamic moment Graph (1) Load Mass: W W W MXJ4 A3 L3 L2 A2 0.10 L3 A3 Rubber stopper Mr Load mass W kg Mp 0.08 My Metal stopper W 0.06 W W 0.04 Mey Mep We 0.02 We L3 L2 A2 0.00 Collision speed V mm/s (Average speed
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Wall LEF x y LEJ LEJ x z LEL x 2. Bottom 4. Vertical LEM z y x y z LEY Example LES 1. Operating conditions Model: LEJS Size: 40 Mounting orientation: Horizontal Acceleration [mm/s2]: 5000 Work load [kg]: 20 Work load center position [mm]: Xc = 0, Yc = 50, Zc = 200 2. Select the graph on page 127, top and left side first row. LEPY LEPS 3. Lx = 220 mm, Ly = 210 mm, Lz = 430 mm 4.
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The VQ series incorporates matched lapped and ground stainless steel spool and sleeve d e s i g n w i t h t h e n e w s o l e n o i d p i l o t o p e r a t o r t o p ro v i d e y o u w i t h h i g h s p e e d o p e r a t i o n a n d a m i n i m u m e x p e c t e d l i f e c y c l e i n e x c e s s o f t w o h u n d re d million.
tubing O.D. d L2 L3 M1 L2 L3 M1 TMH ASD AS D2 D2 L1 L1 AS-FE KE L4 AS-FG L4 AS-FP H (Hexagon width across flats) H (Hexagon width across flats) AS-FM AS-FM D3 D3 AS-D L5 A1 L5 A1 A2 D1 D1 AS-T A2 ASP T ASN T AQ ASV Inch Size AK L4 L5 (1) A1 (2) A2 (2) M1 Max.
A part z1 m1 = 20 x 3 x 4 x 2.7 x 10-6 = 6.48 x 10-4 (kg) Weight calculation m1 = a x b x c x Relative density IZ1 Inertial moment around Z1 axis IZ1 = {m1 (a2 + b2) / 12} x 10-6 = {6.48 x 10-4 x (202 + 32)/12} x 10-6 = 2.21 x 10-8 (kg.m2) = 2.21 x 10-8 + 6.48 x 10-4 x 16.42 x 10-6 = 0.20 x 10-6 (kg.m2) IA Inertial moment around Z axis IA =IZ1 + m1r12 x 10-6 z f2 z2 B part r2 = 23.5(mm)
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B 2 x 4 x Square nut M5 x 0.8 LER 8.5 5.5 (105) 105 Stroke LEH [Origin]Note 1) Origin Note 2) Origin Note 2) When LECP1, LECP6 or LECPMJ is used. 3 5.3 When LECP2 is used. When LECP2 is used.
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When sum of load rate does not exceed 1, it is possible to use. n=1+2+3 1 < = < = 47 MXS Series Air Slide Table How To Select Allowable load: W(N) Fig.1 Overhung: Ln(mm), Correction value for moment center distance An (mm) Fig.2 Pitch moment Yaw moment Roll moment W My Mp Mr W W W Static moment Kinetic moment L1 A1 L3 A5 L2 A3 W Mp Mr My W W L3 A6 W L1 A2 L2 A4 W Mey Mep L2 A4 A2 L3 Work
Conductive silicone (black w/mark) tl In$fllinhffimffi Pb""","t"'t W,,Umtmf*, t Uentical IyF Uacuum Entny: tll|ithout Bulfen Specif ications Verticaltype Male thread l Female tfrread ,a2:..-',iz g: .', ,T:;l6a NIsx0.8,Nr6x1 M 4 x 0 7 , M 5 x 0 . 8 [ 4 5 x 0 . 8 , M 6 x 1 M5x0.8,1V16x l,1/g s20 s32 M 6 x l , M B x 1 M5 x 0.8,N46 x 1.M8 x 1.25,1/s s40 o50 M 6 x 1 , [ , 1 8 x 1 M G x 1 , M 8
Conductive silicone (black w/mark) tl In$fllinhffimffi Pb""","t"'t W,,Umtmf*, t Uentical IyF Uacuum Entny: tll|ithout Bulfen Specif ications Verticaltype Male thread l Female tfrread ,a2:..-',iz g: .', ,T:;l6a NIsx0.8,Nr6x1 M 4 x 0 7 , M 5 x 0 . 8 [ 4 5 x 0 . 8 , M 6 x 1 M5x0.8,1V16x l,1/g s20 s32 M 6 x l , M B x 1 M5 x 0.8,N46 x 1.M8 x 1.25,1/s s40 o50 M 6 x 1 , [ , 1 8 x 1 M G x 1 , M 8
M1 = m1 x g x X = 4 x 9.8 x 5 x 103 = 0.20 (NNm) M1 Load factor a2 = M1 / M1 max = 0.20 / 1.45 = 0.14 M2: Moment Y M2 max (from 3 of graph M2) = 1.15 (NNm) . m1 M3 = m1 x g x Y = 4 x 9.8 x 10 x 103 = 0.39 (NNm) Load factor a3 = M2 / M2 max = 0.39 / 1.15 = 0.34 M2 1095 Model Selection Calculation of Guide Load Factor 4 Calculation of Load Factor for Dynamic Moment Load FE at acceleration and
to use. 8-6-6 7 Low Profile Slide Table Series MXF Fig. (1) Load Weight: W (kg) Fig. (2) Overhang: Ln (mm), Correction Values for Moment Center Distance: An (mm) Pitch moment Yaw moment Roll moment W My Mr Mp W W W L3 A5 L1 A1 Adjusting bolt Static moment L2 A3 W MX Mp Mr My MTS W W W MY L1 A2 L3 A5 W L2 A4 CY Mey Note) No need to consider this load factor in the case of using perpendicularly
1.75 18 M8 x 1.25 10 M20 x 1.5 53 170 18 79 34.2 75 32.5 5H9 5.5 M8 x 1.25 12.5 67 54 5H9 3.5 39 5H9 3.5 M8 x 1.25 M20 x 1.5 M10 x 1.5 M12 x 1.75 18 10 59 189 22 90 34.3 86 37.5 6H9 6.5 14.5 77 59 6H9 4.5 49 6H9 4.5 M16 x 2 M12 x 1.75 M27 x 1.5 M12 x 1.75 25 13 74 240 29 108 40.2 106 44 8H9 8.5 16.5 90 69 8H9 4.5 54 8H9 6.5 11-9-22 23 Rotary Table: Basic Type/High Precision Type W/ External