L3 M5 9.5mm 3.5mm 2 1,2 3,4 5,6 L1,L2,L3 PE: L1 L2 L3 PE 1 2 3 4 5 6 M4 9.5mm 5.5mm 2 M3 6.5mm 1.25mm 2 1-3 IDF100150F 1 5 IDX-OM-U021 1 3.6 5.2 5.2 (IDF150F) R OFF L1 L2 L3 M5 9.5mm 3.5mm 2 1,2 3,4 5,6 L1,L2,L3 PE: L1 L2 L3 PE 1 2 3 4 5 6 M4 9.5mm 5.5mm 2 M3 6.5mm 1.25mm 2 1-3 IDF100150F 1 6 IDX-OM-U021 2 2 2-1 45 45 45 2-1 IDF100150F 2 1 IDX-OM-U021 2 2-
IEC 11-2 AC200V / 2A DC24V / 2A ( 20V / 3mA) 11-3 ON ON/OFF 3 3 5 ( ) 11-1 IDU Series 11 1 IDX-OM-W029 11 T 11-4 1) 2) 3) 4) 1 2 3 PE L.N: PE: L2 1 2 3 PE L3 L1 LN Alarm Running LN PE PE:Ground LN L1,L2,L3: PE PE M3 6.5mm 2 :1.25mm :17 11-5 3 5-2 IDU55E/75E-23 11-4 IDU Series 11 2 IDX-OM-W029 11 T 11-6 IDU22E-23-T IDU37E-23-T GFCI For Option R GFCI R Operation
H L1 L2 L3 L4 L5 L6 M1 M2 Q Model C D J E F G K 1(P)2(A) 2(A)3(R) 18 1(P) 2(A) 4 4 47.6 23.8 23.8 16.5 15.8 15.8 11 3.4 1.2 15 VHK-B1A 44.5 14.5 1 27 22 16.5 26 41 3.5 VHKl-04F-04F VHKl-06F-04F 18 6 4 6 41 48 48.6 24.3 23.7 16.5 3.5 16.8 15.8 11 5.1 1.2 15 16 VHK-B1A 44.5 14.5 1 27 22 16.5 26 VHKl-06F-06F 24.3 16.8 7.2 VHKl-08F-06F 18 8 6 8 41 50.5 52.4 26.2 24.3 16.5 3.5 18.7 16.8 11 9 1.2
.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com Adapter B A B PRESS. 2.5~7kgf/cm 2 VJ3233-X17 (Built-in silencer) Silencer case SOL.b SOL.a A B A B L2 L1 4 31 19 L SET H Adapter D Suction filter Individual spacer Vacuum pressure switch Pressure setting trimmer (Common exhaust) Silencer case 28 Rc 1
.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com CX View A D-X 4-NN through 4-MM depth ML 20Data C + Stroke B + Stroke A + Stroke MGQM, MGQL Common Dimensions The intermediate strokes other than the standard strokes at left are manufactured by means of installing a spacer. (Refer to page 8-20-3.)
st or less Over 100 st 50 st or less Over 50 st 100 st or less Over 100 st 12 10, 20, 30, 40, 50 75,100,125,150 36.5 53 75 36.5 39 27.5 30 6 8 0 16.5 36 7 2 16 38 58 86 38 41 28.5 31.5 8 8 0 20 45 7.5 2 20 20, 30, 40, 50, 75, 100 125, 150, 175, 200 50.5 75.5 50.5 52.5 39 41 10 10 0 25 23 9 2.5 25 50.5 77 50.5 53.5 37.5 40.5 10 14 0 26.5 23.5 10 3 Bore size [mm] G GA GB GC H HA J K L MM ML
.: GR-S-010 (10 g) D-X 511 MGPW Series 20 to 63/MGPWM Stroke Z 4 x YY depth YL Stroke Z L 4 x MM depth ML 4 x NN through DA DB H V U X T R PW 2 x P OL GA GB 4 x OA through FA FB 2 x OB counterbore Q J K C + Stroke B + Stroke E S G A + Stroke For intermediate strokes other than standard strokes, refer to Manufacture of Intermediate Strokes on page 499.
D 8 I m + mL kgm Find the gripper's moment of inertia. b a+b 12 I = m + mL kgm a Find the actual moment of inertia.
D 8 I m + mL kgm Find the gripper's moment of inertia. b a+b 12 I = m + mL kgm a Find the actual moment of inertia.
by installing spacers. 4 Series MLGP Dimensions 40 to 63/MLGPM, MLGPL/Retraction locking (mm) LOCK 1in = 25.4mm XAH7 depth XL T-slot dimensions 4-YY depth YL a b XB XAH7 c d e X XC XAH7 Bore size (mm) XL a b c d e 6.5 11 10.5 5.5 40 4 Section XX detail 8.5 13.5 13.5 50 7.5 4.5 WB Z WA Section XX 17.8 63 11 18.5 10 7 Bottom view Section XX L 4-NN through Section XX WA Z IA IC 4-MM depth ML
L1 From V = 1.4 Va We = W V = 4/100 10 1.4 300 = 168 [N] Me3 = 1/3 We (L2 A) = 1/3 1680.032 = 1.8 [Nm] 3 = Me3/Me3 max = 1.8/7.2 = 0.250 cDynamic moment Examine Me3. Find the load equivalent to impact We. Damper coefficient = 4/100 (urethane damper) Me3 Guide central axis L2 We W A Find the value of Me3 max when V = 1.4 and Va = 420 mm/s from Graph (2). Me1 Examine Me1.
Maximum load mass m 1 = m/mmax = 1/5 = 0.20 L2 Review m. L1 M2 = m g (L1 + B) 103 2. Static moment m x g = 1 9.8 (50 + 48) 103 Review M2. Since M1 & M3 are not generated, review is unnecessary. = 0.96 [Nm] 2 = M2/M2 max = 0.96/4 = 0.24 M Guide shaft mounting surface L1 B We = 5 x 103 m g U = 5 x 103 1 9.8 300 = 14.7 [N] Me3 = 1/3 We (L2 + A) 103 3.
Maximum load mass m 1 = m/m max = 1/5 = 0.20 L2 Review m. L1 2. Static moment M2 = m g (L1 + B) 103 m x g = 1 9.8 (50 + 48) 103 Review M2. Since M1 and M3 are not generated, review is unnecessary. = 0.96 [Nm] 2 = M2/M2 max = 0.96/4 = 0.24 M Guide shaft mounting surface L1 B We = 5 x 103m g U = 5 x 103 1 9.8 300 = 14.7 [N] Me3 = 1/3 We(L2 + A) 103 3.
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 in a vertical position.
L2 [mm] L2 [mm] L2 [mm] 600 600 600 Y 400 400 400 Mer m 200 200 200 0 0 0 0 5 10 15 20 25 30 35 0 10 20 30 40 50 0 10 20 30 40 50 60 70 Work load [kg] Work load [kg] Work load [kg] 1000 1000 1000 800 800 800 Mep L3 [mm] L3 [mm] L3 [mm] m 600 600 600 L3 Z 400 400 400 200 200 200 0 0 0 0 10 20 30 40 50 60 70 0 10 20 30 40 50 0 5 10 15 20 25 30 35 Work load [kg] Work load [kg] Work load [kg
Me3 Guide central axis We W L2 A Me1 Me1 = 1/3WeL1 = 1/31680.05 = 2.8 [Nm] 4 = Me1/Me1max = 2.8/7.2 = 0.389 W We Investigate Me1.
Dynamic moment Va Calculation Example m Operating conditions Cylinder: CYV32 Mounting: Horizontal wall mounting Maximum speed: U = 300 [mm/s] Load mass: m = 1 [kg] (excluding mass of the arm section) L1 = 50 [mm] L2 = 50 [mm] L2 L1 Item Load factor n Note 1. Maximum load mass m 1 = m/m max = 1/5 = 0.20 L2 Review m. L1 2.
Cylinder: MXY8-100 Cushion: Rubber stopper Mounting: Horizontal wall mounting Average speed: Va = 300 [mm/s] Load weight: W = 0.2 [kg] L2 = 40 mm L3 = 50 mm Model to be used Type of cushion Mounting orientation Average speed Va (mm/s) Load weight W (kg) Overhang Ln (mm) W L3 + A3 L2 Courtesy of Steven Engineering, Inc.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650
Dynamic moment Va Calculation example m Operating conditions Cylinder: CYP32 Mounting: Horizontal wall mounting Maximum speed: U = 300 [mm/s] Load mass: m = 1 [kg] (excluding mass of arm section) L1 = 50 [mm] L2 = 50 [mm] L2 L1 Item Load factor n Note 1. Maximum load mass m 1 = m/mmax = 1/5 = 0.20 L2 Review m. L1 M2 = m g (L1 + B) 103 2.
Dynamic moment Va Calculation example m Operating conditions Cylinder: CYP32 Mounting: Horizontal wall mounting Maximum speed: U = 300 [mm/s] Load mass: m = 1 [kg] (excluding mass of arm section) L1 = 50 [mm] L2 = 50 [mm] L2 L1 Item Load factor n Note 1. Maximum load mass m 1 = m/mmax = 1/5 = 0.20 L2 Review m. L1 2.