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
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.
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.
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.
W W Mey Mep We We L3 A3 L2 A2 Note) Static moment : Moment by gravity Kinetic moment : Moment by stopper collision Max.allowable load:W max.
When sum of load rate does not exceed 1, it is possible to use. n=1+2+3 1 < = < = 47 MXS Series Air Slide Table How To Select Allowable load: W(N) Fig.1 Overhung: Ln(mm), Correction value for moment center distance An (mm) Fig.2 Pitch moment Yaw moment Roll moment W My Mp Mr W W W Static moment Kinetic moment L1 A1 L3 A5 L2 A3 W Mp Mr My W W L3 A6 W L1 A2 L2 A4 W Mey Mep L2 A4 A2 L3 Work
Dynamic moment U: Maximum speed U Calculation examples Operating conditions Cylinder: REBH15 Mounting: Horizontal wall mounting Maximum speed: U = 500 [mm/s ] Load weight: W = 1 [kg] (excluding weight of arm section) L1 = 200 [mm] L2 = 200 [mm] W L2 L1 Item Load factor n Note 1. Maximum load weight W 1 = W/Wmax = 1/3 = 0.111 = 0.333 Review W.
Do not short-circuit these terminals. [1] Main circuit power input terminals, L1, L2 and Control power input terminals, L1, L2: Connect the 200VAC external power supply to the power supply. Refer to the power supply specification for the size of the acceptable electric wire. [2] Connect the motor cable (U, V, W) to the servomotor connection terminals (U, V, W).
MAKER MADE IN IDF Series i-2 i-5 IDX-OM-W026 i i-3 HFC IDF Series i-3 i6 IDX-OM-W026 i i-4 / 1 1.5 () IDF Series i-4 / i7 IDX-OM-W026 1 1 1-1 OUT IDF22E75E IN (ONOFF ) (EVAPORATING TEMP) 5-2 IDF22E-20, IDF37E-20 IDF22E-30, IDF37E-30, IDF55E-30, AC200V IDF75E-30 AC200V L N PE L1 L2 L3 PE M3 M3 1.25-3 1.25-3 (6.5mm ) (6.5mm ) IDF Series 1-1 1 1 IDX-OM-W026 1 IDF22E75E OUT
A3 End plate mounting MX Mp Mr W My W W MTS W L3 A6 W L1 A2 L2 A4 MY K = 0.6 W Mey Mep CY L2 A4 MG Note) No need to consider this load factor in the case of using perpendicularly in a vertical position.