10 10 90 42 27 45 31 49 190 10 10 80 35 35 62 39 66 190 10 10 65 30 39 68 43 72 190 10 10 50 24 49 83 53 87 Operating angle m: Value of the operating range Lm of a single auto switch converted to an axial rotation angle.
M3E Y m x g From the results above, Find the value M3Emax when Va = 350 mm/s from Graph (11) b. n = 0.72 1, so the cylinder can be used. n = 1 + 2 + 3A + 3B = 0.07 + 0.19 + 0.37 + 0.09 = 0.72 Judgement [Graph 5] Allowable load mass by stroke 25 [Graph 9] Allowable load mass on guides m 400 100 B 10 Load mass m [kg] Load mass m [kg] C CY3B CY3R 100 CY1S25-Z 1 y, Z = 100 CY1S CY1S 0.1 CY1L
12.5 8 7 6 18 Width across flats 8 (4 locations) 15 31 20 K (46) 12.4 15 15 Closed E 7 7 20 Open F 10 10 34 G 4 x M4 x 0.7 through (Thread for mounting attachment) Model A B C D E F G H J MHL2-10DZ 38 36 51 26 56 76 100 24 80 MHL2-10D1Z 54 52 67 42 78 118 142 39 108 MHL2-10D2Z 72 70 85 60 96 156 180 57 146 J dimension is at fully closed.
L D d m t d H B C l IY-G04 IY-G05 C type 10 for shaft 41.6 50.6 9.6 13.4 36.2 44.2 1.55 2.05 1.15 1.15 M14 x 1.5 M18 x 1.5 8 11 22 27 25.4 31.2 C type 14 for shaft 10 14 -0.040 -0.076 -0.050 -0.093 9-12-19 20 Simple Joint: 32 to 63 Type A Mounting Bracket 2-D T1 T2 M W V U F B E (mm) Joint and Mounting Bracket (Type A, Type B) Part No.
3 x 5 0 depth 10 (A, B, C common view) M5 x 0.8 thread depth 5 16 70 (76) Vacuum suction port 11 25 6 x M5 x 0.8 thread depth 10 (A, B, C common view) 2 4 5-0.03 0 5-0.03 0 12-0.05 0 Open: 37, Closed: 19 2 x M5 x 0.8 thread depth 10 (Thread for mounting attachment) 25 25 7 7 10 10 With Auto Switch: MDHR2-30R 11221122MDHR2-30E port location B 3 x M5 x 0.8 thread depth 10 P.C.D.43 (Mounting
-6 = 9.0 x 10-6 (kgm2) Moment of inertia around Z axis IA = IZ1 + m1r12 X 10-6 z r2 Z2 B part r2 = 47(mm) Calculation of weight m2 = d x e x f x Specific gravity m2 = 5 x 10 x 12 x 2.7 x 10-6 = 0.002 (kg) Moment of inertia around Z2 axis IZ2 = {m2 (d2 + e2)/12} x 10-6 IZ2 = {0.002 x (52 + 102)/12} x 10-6 = 0.02 x 10-6 (kgm2) IB = 0.02 x 10-6 + 0.002 x 472 x 10-6 = 4.4 x 10-6 (kgm2) I =
-6 = 9.0 x 10-6 (kgm2) Moment of inertia around Z axis IA = IZ1 + m1r12 X 10-6 z r2 Z2 B part r2 = 47(mm) Calculation of weight m2 = d x e x f x Specific gravity m2 = 5 x 10 x 12 x 2.7 x 10-6 = 0.002 (kg) Moment of inertia around Z2 axis IZ2 = {m2 (d2 + e2)/12} x 10-6 IZ2 = {0.002 x (52 + 102)/12} x 10-6 = 0.02 x 10-6 (kgm2) IB = 0.02 x 10-6 + 0.002 x 472 x 10-6 = 4.4 x 10-6 (kgm2) I =
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)
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)
MGPWM Common Dimensions (mm) A E Standard stroke (mm) Bore size (mm) B C DA DB FA FB G GA GB H J K L 50 st or less Over 50 stroke 50 st or less Over 50 stroke 20 25 32 40 50 63 44.5 47 52 56 60.5 67.5 34 35 37 41 42 49 10 10 14 14 18 18 10 12 16 16 20 20 7.5 9 10 10 12.5 12.5 3 3 5 5 6 6 36 42 48 54 64 78 9.9 10.3 11.4 13.5 14 15.5 7.5 8.7 9 10.5 11.1 13.5 137 157 190 206 258 286 18 21 24
Round plate (Including column) Position of rotational axis: Through the center axis (B) Number of teetha 1. Find the moment of inertia I for the rotation of shaft (B). B r 2. I is converted to the rotation of the shaft (A). B 2 r I = m2 2 b a I I = A B Number of teethb 5.
V = 200 mm/s or less L = 100 mm, V = 200 mm/s or less 10 10 Load mass m [kg] Load mass m [kg] 1 1 0.3 0.3 10 30 31 101 200 100 10 30 31 100 101 200 Stroke [mm] Stroke [mm] MGPKL32 L = 50 mm, V = 200 mm/s or less L = 100 mm, V = 200 mm/s or less 50 50 Load mass m [kg] Load mass m [kg] 10 10 3 3 10 50 51 100 101 200 100 101 200 10 50 51 Stroke [mm] Stroke [mm] 21 Model Selection MGPK Series
B + Stroke L W E M K J 2 x P (Rc, NPT, G) (Port size) 100 Auto switch Minimum lead wire bending radius 10 H thread effective depth C 4 x N through F Q I E M Z A + Stroke B + Stroke L W G M K J Standard [mm] Bore size Stroke range Without magnet for auto switch With magnet for auto switch C D E F G H I J K L M N P Q W Z A B A B 50 10 to 50 37 29 42.5 34.5 15 18 57 9 M10 x 1.5 74 6.5 16 8
Side support B MY-SB 2 x J MY1B MY1B MY1H E A B MY1B C D MY1M (mm) MY1C A 61 70 87 B C D E F G H J Part no.
Then the piston moves further, and the magnet goes into switch B's operation range to turn on switch B. Mounting of auto switch 56mm 10 (M2.54L) Table 10.
MY-S25 MY-S32 MY-S40 Applicable cylinder A 105 130 145 B 119 148 167 C 35 45 55 D 50 64 80 E 8 11.7 14.8 F 5 6 8.5 G 9.5 11 14 H 5.5 6.6 9 J M6 x 1 M8 x 1.25 M10 x 1.5 A B A B A B MY1H25 MY1H32 MY1H40 MY1 HT Side supports consist of a set of right and left supports.
-6 = 9.0 x 10-6 (kgm2) Moment of inertia around Z axis IA = IZ1 + m1r12 X 10-6 z r2 z2 B part r2 = 47(mm) Calculation of weight m2 = d x e x f x Specific gravity m2 = 5 x 10 x 12 x 2.7 x 10-6 = 0.002 (kg) Moment of inertia around Z2 axis IZ2 = {m2 (d2 + e2)/12} x 10-6 IZ2 = {0.002 x (52 + 102)/12} x 10-6 = 0.02 x 10-6 (kgm2) IB = 0.02 x 10-6 + 0.002 x 472 x 10-6 = 4.4 x 10-6 (kgm2) I =
D-P3DWA A B Auto switch Hs Ht Auto Switch Proper Mounting Position (mm) Auto switch model D-P3DWA RSQ B 43 Hs 35 Ht A Bore size RSG 50 63 80 19 6.5 21 10 48.5 44 RS2H RS2H 35 17 56.5 54 Note) Adjust the auto switch after confirming the operating conditions in the actual setting.
10 6 0.01 0.1 0.01 0 20 40 60 80 100 0 20 40 60 80 100 0 20 40 60 80 100 Overhang L (mm) Overhang L (mm) Overhang L (mm) Graph b b Load Eccentricity 100 mm Graph , Load Eccentricity 100 mm Graph 1 Load Eccentricity 100 mm 1 10 10 Mass m (kg) Mass m (kg) Mass m (kg) 1 20 16 20 16 20 16 10 6 0.1 1 10 0.1 10 6 6 0.01 0 20 40 60 80 100 0.01 0.1 0 20 40 60 80 100 0 20 40 60 80 100 Overhang L