(mm) 40 50 63 80 CA2-B04 CA2-B05 CA2-B06 CA2-B08 CA2-B10 +0.058 0 57 35 11 65 15 85 10 9 17 8 40 52 60 165 10 +0.070 0 57 35 11 65 18 85 10 9 17 8 40 52 70 183 12 +0.070 0 67 40 13.5 80 25 105 12.5 11 22 10 50 66 85 196 16 +0.084 0 93 60 16.5 100 31.5 130 15 13.5 24 12 65 90 102 235 20 100 +0.084 0 93 60 16.5 100 35.5 130 15 13.5 24 12 65 90 116 256 25 10 Series CA2 Dimensions of Accessories
4.5 7 142 144 32 64 7 50 79 16 10 130 45 26 26 10 12 9.5 142 65 55 36 36 11 4.5 10 161 163 36 72 9 55 90 20 10 145 52 28 28 12 15 12 160 75 68 45 45 12 5.5 10 170 175 45 90 9 70 110 25 12 155 60 32 32 12 15 12 170 80 80 50 50 12 5.5 10 185 190 50 100 9 80 120 25 12 170 70 40 40 16 20 16 190 90 100 63 63 14 6.5 12 210 215 63 126 12 100 153 30 16 190 90 50 50 16 20 16 210 110 120 75 71 16
14 14 14 11.5 12 13.5 14.5 12 12.5 14.5 15 10 10 11.5 11.5 12 The auto switches listed below cannot be mounted on 63.
-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 =
85 15 50 16 12 12 10 51 8 M8 x 1.25 6 Up to 600 35 32 70 27 108 1/4 1/8 52 20 40 10 95 17 56 20 13 15 12 58 11 M8 x 1.25 7 Up to 600 35 32 86 27 115 1/4 1/4 64 20 40 10 102 17 65 20 18 12 15 58 11 M10 x 1.25 7 Up to 750 40 37 102 32 139 1/4 1/4 78 25 52 14 123 21 79.5 20 23 18 17 71 13 M12 x 1.75 10 Up to 750 40 37 116 41 160 1/4 1/4 92 30 52 14 144 21 93.5 22 25 20 19 72 16 M12 x 1.75 10
Note 1) 5 10 5 10 D-A9 D-A9V D-M9V 5 Note 1) 5 D-M9 10 Note 1) 10 5 Note 2) D-M9W 10 Note 2) 10 5 Note 2) D-M9WV D-M9AV 10 5 Note 2) D-M9A 10 Note 2) 15 15 D-P3DW Note 1) Confirm that it is possible to secure the minimum bending radius of 10 mm of the auto switch lead wire before use.
2 (Different surfaces) 10 n 10 + 30 (n 2) 2 (Same surface) 50 D-A9l 1, 2 (Different surfaces) 10 n 10 + 40 (n 2) 2 (Same surface) 40 D-A9lV 1, 2 (Different surfaces) 10 n 10 + 30 (n 2) * n = 3, 4, 5 * The D-M9lV/M9lWV/M9lAV/A9lV are mountable on 32 to 63.
48 48 (63) 0 (10) 40 D-M9, D-M9V 10 (17) 0 0 54 59 (66) 48 58 (65) 5 (12) D-F9W, D-F9WV 10 (17) 0 0 54 59 (66) 48 58 (65) 5 (12) ( ): Denotes the values of D-A9V, D-M9V and D-F9WV.
CNG YA-03 YA-05 YA-08 YA-10 18 6.8 16 6 42 6.5 10 YA 03 20 9 20 8 50 6.5 12 MNB Applicable air cylinder bore 26 11 25 10 62 8.5 16 31 14 30 12 76 10.5 18 CNA 03 05 08 10 32, 40 50, 63 80 100 Bore size (mm) 32, 40 50, 63 80 100 Mounting bracket U V W Mass (g) Part no.
Proper Tightening Torque Hexagon socket head bolt diameter (mm) M3 M4 M5 M6 Bore size (mm) Proper tightening torque (Nm) 10 16 20, 25 32 1.08 10% 2.45 10% 5.10 10% 8.04 10% 1251 Series ZCUK Standard Stroke Mounting Stroke (mm) Double acting style/Single rod type/Non-rotating rod Applicable cylinder Stroke (mm) Vertical mounting (Body through-hole) Bore size (mm) 10 16 20 25 32 5 10 15
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)
MI-A0801-10 MI-A0801-20 MI-A1201-10 MI-A1201-20 MI-A1201-30 MI-A2001-10 MI-A2001-20 MI-A2001-30 MI-A2501-30 MI-A2501-50 MI-A3201-30 MI-A3201-50 MI-A0802-10 MI-A0802-20 MI-A1202-10 MI-A1202-20 MI-A1202-30 MI-A2002-10 MI-A2002-20 MI-A2002-30 MI-A2502-30 MI-A2502-50 MI-A3202-30 MI-A3202-50 MI-A0803-10 MI-A0803-20 MI-A1203-10 MI-A1203-20 MI-A1203-30 MI-A2003-10 MI-A2003-20 MI-A2003-30 MI-A2503
MI-A0801-10 MI-A0801-20 MI-A1201-10 MI-A1201-20 MI-A1201-30 MI-A2001-10 MI-A2001-20 MI-A2001-30 MI-A2501-30 MI-A2501-50 MI-A3201-30 MI-A3201-50 MI-A0802-10 MI-A0802-20 MI-A1202-10 MI-A1202-20 MI-A1202-30 MI-A2002-10 MI-A2002-20 MI-A2002-30 MI-A2502-30 MI-A2502-50 MI-A3202-30 MI-A3202-50 MI-A0803-10 MI-A0803-20 MI-A1203-10 MI-A1203-20 MI-A1203-30 MI-A2003-10 MI-A2003-20 MI-A2003-30 MI-A2503
D-M9W 10 2 pcs. D-M9WV D-M9AV 5 Note 2) 1 pc. 10 2 pcs. 5 Note 2) 1 pc. D-M9A 10 Note 2) 2 pcs. 5 1 pc. D-M9V 5 2 pcs. 5 1 pc. D-A9V 10 2 pcs. 5 1 pc. D-A9 10 2 pcs. 1 pc. 15 D-P3DWA 2 pcs. 15 Note 1) Confirm that it is possible to secure the minimum bending radius of 10 mm of the auto switch lead wire before use.
Bore size B DA DB DL DU DC DX DE DO DR DT DS DH Z DD H10 32 219 40 237 50 268 63 280 80 351 100 371 MB-B03 32 46 42 32 22 10 44 14 62 9 6.6 15 7 33 213 10+0.058 0 40 52 42 32 22 10 44 14 62 9 6.6 15 7 33 231 10+0.058 0 MB-B05 50 65 53 43 30 11.5 60 20 81 10.5 9 18 8 45 260 14+0.070 0 63 75 53 43 30 11.5 60 20 81 10.5 9 18 8 45 272 14+0.070 0 MB-B08 80 95 73 64 45 14 86 30 111 12.5 11 22 10
Eccentricity 200 mm 1 10 10 0.1 Weight m (kg) Weight m (kg) Weight m (kg) 1 1 20 16 20 16 10 6 20 16 10 6 0.01 0.1 0.1 10 6 0.01 0.001 0.01 80 100 0 20 40 60 80 100 0 20 40 60 80 100 0 20 40 60 Overhang L (mm) Overhang L (mm) Overhang L (mm) Selection Example 1.
Lr=40 mm MXJ4 MXJ4 MXJ4 0.03 0.20 0.10 Table displacement amount (mm) Table displacement amount (mm) Table displacement amount (mm) MXJ4-10 MXJ4-10 MXJ4-5 MXJ4-5 MXJ4-5 MXJ4-5 -10 0.08 -10 0.15 MXJ4-10 MXJ4-10 0.02 0.06 MXJ4-5 MXJ4-5 0.10 0.04 0.01 0.05 0.02 20 40 60 0 10 30 50 20 40 60 0 10 30 50 0 10 5 15 Load (N) Load (N) Load (N) MXJ6 MXJ6 MXJ6 0.04 0.10 0.20 Table displacement amount
20 1 MXS 20 16 16 0.1 0.01 MXQ 10 10 6 6 MXF 0.01 0.001 0.1 0 20 40 60 80 100 0 20 40 60 80 100 0 20 40 60 80 100 MXW Overhang L (mm) Overhang L (mm) Overhang L (mm) MXJ Graph (5) Load Eccentricity 100 mm Graph (8) Load Eccentricity 100 mm Graph (11) Load Eccentricity 100 mm MXP 1 10 10 MXY Mass m (kg) 0.1 MTS 1 Mass m (kg) Mass m (kg) 20 16 10 6 1 20 20 16 10 16 0.01 0.1 10 6 6 0.001 0.1