CXS 20 CY 15 10 MG 0.1 10 CX 0.1 6 6 D-X 0.03 5 5 10 20 30 40 50 100 10 20 30 40 50 100 20Overhang L (mm) Overhang L (mm) Graph (4) V = Up to 800 mm/s (Up to 700 mm/s for 15, 20) Data CXSJM CXSJL Graph (3) V = Up to 600 mm/s CXSJM CXSJL 20 32 0.5 25 1 15 20 0.5 15 Weight m (kg) 10 0.1 10 0.1 6 6 10 20 30 40 50 100 5 10 20 30 40 50 100 5 Overhang L (mm) Overhang L (mm) Note) V = 700 mm/s for 15
10 to 32 Graph (3) V = 200 mm/s Graph (4) V = 400 mm/s 4 20 3 10 32 5 25 1 Weight m (kg) Weight m (kg) 32 20 25 0.5 1 20 15 0.5 15 10 CXSM CXSL CXSM CXSL 10 5 0.1 5 0.1 10 20 30 40 50 100 10 20 30 40 50 100 Overhang l (mm) Overhang l (mm) Graph (5) V = 600 mm/s Graph (6) V = 700 mm/s (800 mm/s for 10) 2 0.6 20 32 25 0.4 1 15 20 Weight m (kg) Weight m (kg) 0.5 15 0.2 10 10 CXSM CXSL CXSM
Rod end configuration Bore size (mm) Symbol Specifications Round bar, Chamfered type Roller type Lever type with shock absorber -XA Change of rod end shape 12 10 10 -XC3 Special port location 16 10, 15 10, 15 -XC18 NPT finish piping port 20 10, 15, 20 10, 15, 20 32 10, 15, 20 40 20, 25, 30 20, 25, 30 20, 25, 30 50 Auto Switch Mounting Bracket Part No.
Applicable bore size (mm) 32, 40 UA C d1 d2 H K L UT Weight (g) 25 9 YB-03 32, 40 6.5 10 18 50 80 YU-03 15.8 14 M8 x 1.25 8 7 17 6 11 11 YB-05 50, 63 6.5 12 22 60 120 YU-05 50, 63 19.8 18 M10 x 1.5 10 40 7 17 6 13 YU-08 M16 x 2 80 24.8 23 13 90 9 22 8 20 14 YB-08 80 8.5 16 28 75 230 YU-10 M20 x 2.5 100 29.8 28 14 160 11 26 10 26 18 YB-10 100 10.5 18 36 90 455 9-10-25 25 Series CLQ Proper
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 =
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.
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.
10 10 14 14 15 17 17 21 21 51 58 58 71 72 8 11 11 13 16 M8 x 1.25 M8 x 1.25 M10 x 1.25 M12 x 1.75 M12 x 1.75 6 7 7 10 10 14 18 18 22 26 11 11 14 17 17 M14 x 1.5 M18 x 1.5 M18 x 1.5 M22 x 1.5 M26 x 1.5 27 30 31 37 40 1/4 3/8 3/8 1/2 1/2 84 90 98 116 126 146 159 170 204 215 RZQ MI W S CEP1 CE1 CE2 ML2B C J G5-S CV MVGQ CC RB J D-X 20Data 10-4-17
10 10 14 14 15 17 17 21 21 51 58 58 71 72 8 11 11 13 16 M8 x 1.25 M8 x 1.25 M10 x 1.25 M12 x 1.75 M12 x 1.75 6 7 7 10 10 14 18 18 22 26 11 11 14 17 17 M14 x 1.5 M18 x 1.5 M18 x 1.5 M22 x 1.5 M26 x 1.5 27 30 31 37 40 1/4 3/8 3/8 1/2 1/2 84 90 98 116 126 146 159 170 204 215 RZQ MI W S CEP1 CE1 CE2 ML2B C J G5-S CV MVGQ CC RB J D-X 20Data 10-4-17
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.
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
Selection Graph [Graph 2] Allowable load mass by stroke 10 [Graph 1] Allowable load mass by stroke 6 10 10 Load mass [kg] Load mass [kg] y, z + A 200 y, z + A 300 y, z + A 100 1 1 0 100 200 300 400 500 600 0 100 200 300 400 Stroke [mm] Stroke [mm] [Graph 4] Allowable load mass by stroke 20 [Graph 3] Allowable load mass by stroke 15 100 10 y, z + A = 0 Load mass [kg] Load mass [kg] y, z
Internal Grip External Grip MHKL2-12S MHKL2-12C 20 15 Gripping force (N) Gripping force (N) Pressure 0.6 MPa Pressure 0.6 MPa Pressure 0.6 MPa 15 Pressure 0.6 MPa MHZ 10 0.5 MPa 0.5 MPa 10 MHF 0.4 MPa 0.4 MPa 5 5 MHL 0.3 MPa 0.3 MPa F F 0 0 MHR 10 20 30 40 50 10 20 30 40 50 10 20 30 40 50 Note) In case of single acting type, the value is for stroke center.
10 MHW 0.3 MPa 0 0 MRHQ 10 20 30 40 50 10 20 30 40 50 60 60 Gripping point L (mm) Gripping point L (mm) Misc.