SMC Corporation of America
Elite Part Number Search
Search Results "VG342R-5DZ-10-E-Q"

, 5V, 10V, 20V IDG3HV, 5HV, 10HV, 20HV L (K) A C B (G) D OUT IN M (H) (J) F E (K) L IDG30V, 50V IDG30HV, 50HV IDG30LV, 50LV, 60LV, 75LV, 100LV IDG60SV, 75SV, 100SV A B C (G) D IN OUT M (H) E (J) F Drain discharge With differential pressure type auto drain With float type auto drain With drain guide (Q) (N) (P) N.O.: Black N.C.: Gray Thread size: 1/4 Applicable tube O.D.: 10 (NPT threads:

Output terminal q w e r t Preset No. 6 7 8 9 10 For example, when bank 2 is selected, presets 6 through 10 are valid and when the count value coincides with the setting value of 6 through 10, the respective output terminals q through t are turned ON. Prescale Function This function allows free setting of how many millimeters will indicate one pulse.

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

Terminal q DC (+) w N.C e DC () r IN (1 to 5 V) e w q Power supply/Output connection cable (Accessory) Power supply/Output connector (8P) Pin no. 7 Green 8 Yellow 6 Red 5 Gray 4 White 3 Black 2 Blue 1 Brown i u y t r e w q Pin no.

(mm) (mm) Stroke 5 10 15 20 25 30 40 50 75 100 Y 12.5 15 15 20 20 15 17.5 17.5 25 30 Q 20 20 20 20 30 E 68 68 70.5 68 70.5 68 70.5 75.5 80.5 83 11-10-15 16 Refer to page 11-11-1 concerning further information on specifications of the auto switch single body.

supply field wireable connector (7/8 inch) q End Plate Bracket e Reinforcing Brace This bracket is used for the end plate of DIN rail mounting.

) 0.6 0.7 Critical pressure 0.65 [658] (158) 0.5 0.6 0.55 Sonic [656] (151) 0.5 0.4 0.45 [654] (143) 0.4 0.3 0.35 0.3 [650] (133) 0.2 0.25 0.2 [646] (120) 0.15 0.1 0.1 0.05 2 2 2 2 3 2 3 2 3 2 03 04 VX211 VX22 VX23 VX2 4 VX2 50 VX2 60-02 VX2 602 10 15 5 3 5 10 15 20 25 30 4.5 10 15 20 30 40 50 60 3 2 6 30 60 8 25 35 10 20 40 10 35 Flow rate Q kg/h Figures inside [ ] indicate the saturated

Disassembly 1) After loosening the screw q, then if the housing w is pulled in the direction of the screw q, the connector will be removed from the body of equipment (solenoid, etc.). 2) Pull the screw q out of the housing w. 3) On the bottom part of the terminal block e, theres a cut-off part o.

Approx. 300 F D Approx. 280 D Q F C G (PF) 1/2 C R R E E B A H 2-P Port size 2-P A B H 2-M Port size 2-M Thread depth N L L K K Conduit terminal: T F (Q) 34 25 U R C G (PF) 1/2 E B A H D 2-P Port size (S) 2-M L K N.C.

MY2 H/HT MY3A MY3B MY3M Load Mass Allowable Moment MY1H/m3 MY1H/M3 MY1H/M1 MY1H/M2 q r w e t 30 40 50 50 40 30 40 50 30 40 50 30 20 20 20 20 MY1H40 MY1H32 10 10 10 MY1H40 MY1H40 MY1H32 Load mass kg MY1H32 Moment Nm Moment Nm Moment Nm 5 4 3 MY1H25 MY1H40 10 5 4 3 5 4 3 MY1H32 MY1H25 MY1H25 2 MY1H25 5 4 2 2 1 3 1 1 0.5 0.4 0.3 2 0.5 0.4 0.3 0.5 0.4 0.3 D0.2 1 0.2 0.2 0.1 -X 100 200 300 400

L A + Stroke M0.2 E (mm) Bore size (mm) Stroke range (mm) Note) F A H B C D E OA I J K L M N OB Q RA W Y RB 10 10 to 40 69.5 M3 x 0.5 61.5 6 6( 5.8) 29 9 M4 x 0.7 38 5 8 20 3.5 6.5 39.5 7 5 4 16 10 to 60 80.5 M4 x 0.7 70.5 8 8( 7.8) 36 11.5 M6 x 1.0 47 7 10 25.5 5.4 9 48.5 10 5 7 20 10 to 60 89 M5 x 0.8 79 10 10( 9.8) 40 12 M6 x 1.0 52 8 10 28 5.4 9 55 10 6 7 25 10 to 50, 75, 100 96.5

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

Replacement Actuator (Cylinder) CY1F R B 10 Stroke Cylinder identification symbol Piping direction R L Centralized piping on right Centralized piping on left Thread type Bore size (mm) Symbol Thread type M Rc NPT G Bore size (mm) 10, 15 10 15 25 10 15 25 Nil 25 TN TF 8-16-14 14 Series CY1F Magnetically Coupled Rodless Cylinder Low Profile Guide Type Construction q @0 #3 #2 @4 #0 @6 @5 #4

Replacement Actuator (Cylinder) CY1F R B 10 Stroke Cylinder identification symbol Piping direction R L Centralized piping on right Centralized piping on left Thread type Bore size (mm) Symbol Thread type M Rc NPT G Bore size (mm) 10, 15 10 15 25 10 15 25 Nil 25 TN TF 8-16-14 14 Series CY1F Magnetically Coupled Rodless Cylinder Low Profile Guide Type Construction q @0 #3 #2 @4 #0 @6 @5 #4

M N C D 4-O T Q 2-P E B S K L U W AA A I AP R X AB Y + Stroke J V Z + Stroke AC AD 8-AF AE For standard stroke (mm) Bore size (mm) Stroke range (mm) AC E D AF G AE AD AB AA N M F L K B J AP C H I A 20 25 32 40 50 75, 100, 125, 150, 200 M5 x 0.8 depth 10 16.5 92 60 9.5 depth 6 30 75 11 12 45 25 5.5 80 60 55 108 M8 x 1.25 depth 14 25 24 30 99 M6 x 1 depth 12 16.5 113 65 11 depth 8 30 85 13

Weight calculation m2 = d x e x f x Relative density m2 = 4 x 5 + 6 x 2.7 x 10-6 = 3.24 x 10-4 (kg) Inertial moment around Z2 axis IZ2 = {m2 (d2 x e2) / 12} x 10-6 IZ2 = {3.24 x 10-4 x (42 + 52) / 12} x 10-6 = 1.11 x 10-9 (kg.m2) = 1.11 x 10-9 + 3.24 x 10-4 x 23.52 x 10-6 = 0.18 x 10-6 (kg.m2) Inertial moment around Z axis IB = IZ2 x m2r22 x 10-6 IB Thus, the total inertial moment is I

Weight calculation m2 = d x e x f x Relative density m2 = 4 x 5 + 6 x 2.7 x 10-6 = 3.24 x 10-4 (kg) Inertial moment around Z2 axis IZ2 = {m2 (d2 x e2) / 12} x 10-6 IZ2 = {3.24 x 10-4 x (42 + 52) / 12} x 10-6 = 1.11 x 10-9 (kg.m2) = 1.11 x 10-9 + 3.24 x 10-4 x 23.52 x 10-6 = 0.18 x 10-6 (kg.m2) Inertial moment around Z axis IB = IZ2 x m2r22 x 10-6 IB Thus, the total inertial moment is I

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