CQM 6 q e r t !5 w !4 CUJ CU CQS CQM CQ2 Courtesy of Steven Engineering, Inc.-230 Ryan Way, South San Francisco, CA 94080-6370-Main Office: (650) 588-9200-Outside Local Area: (800) 258-9200-www.stevenengineering.com !0 u y RQ MU 32 to 50 With auto switch (Built-in magnet) !6 q e r t !5 i o !1 !3 !2 !7 w !4 D-X 20Data !0 u y Description No.
Back side 4-J Depth JK HG HA T PA T (N) d d NN RW RW PW QW PB GP lE W Y Z 2-M5X0.8 2-RB G G HT U (NA) (Option) A L HN(MAX.)
0.1 x mcos + msin P m P 0.1 x m + m P D 1.6 x D 5.0 x D 5.0 x m m mv P Pv m > mv P > Pv Determination of allowable load mass & pressure Inclined operation (Refer to page 8-16-8
l Parts t-iir Parts List Non-rotaling qude ($ -rteragon socker sel screw ;l H"*q"" """k; Pads w h a I maft are ued onLy fol tlre doubl adinq model w th spnng.
Grommet, Grommet terminal, Conduit terminal DIN terminal, L plug connector, M plug connector Electrical entry VT 100, 200, 12, 24, 48, 110, 220, 240 AC (50/60 Hz) DC Coil rated voltage (V) VP 24, 6, 12, 48, 100, 110 Allowable voltage fluctuation 15 to 10% Inrush VG 5.6 VA/50 Hz, 5.0 VA/60 Hz 3.4 VA/50 Hz, 2.3 VA/60 Hz 1.8 W 2 W Note) Apparent power (AC) Holding W/o indicator light W/ indicator
Example) If P=0.6MPa, a max. stroke =the respective 0.6 stroke in the graph X 0.5 Figure q 49 45 39 30 0.7 Front flange: F Rear flange: G 259 237 211 168 0.3 Foot: L L 199 183 162 129 0.5 W W W F 168 154 136 109 0.7 Load factor h 119 110 97 76 0.3 m 90 83 73 56 0.5 G 74 68 60 46 0.7 1) h=0.7 or less m 2) h=0.5 or less m 3) h=0.9 or less 1) In the case where cylinder is used for static action
the total amount of vertical deflection NC D X 2 N N O O F A U T O S W I T C H E S A U T OS W I T C H C A P A B L E A U T O S W I T C H 2 Pieces S 1 Piece See Accessories Without Auto Switch D With Auto Switch S T R O K E A D J U S T M E N T S T R O K E ( I N C H) M O U N T I N G With Adjustment Bolts (Std) B With Shock Absorber BC With Cap Type Shock Absorber BCS With One Cap Type Shock
K F 10 AW B 30 03 BG JN K F 21 AW B 30 03 BG JN Copper, fluorine and silicone-free + Low particle generation q r t y w e Filter regulator Option/Semi-standard: Select one each for a to g.
Sii
Material Replacement Parts Material Note Component Parts VQZ No. q w e r t y No. !0 !
SY1 4, SY1 4A only 1 2 1 2 4-3-6 Series SY100 Construction SY114, SY114A (A) 2 3 (R) i q y e r w V100 SY SYJ VK VZ VT VP A R P !1 o u t !0 VG VP S070 VQ VKF Part no. Material Replacement Parts Material Note Component Parts VQZ No. q w e r t y No. !0 !
p. 5-3 Space Saving Union Tee LQ1T-S p. 5-13 Male Run Tee LQ1R-M p. 5-4 Space Saving Union Tee Reducing LQ1T-S-R p. 5-14 Female Run Tee LQ1R-F p. 5-4 Tubing Extension Union Elbow LQ1E-T p. 5-15 Male Branch Tee LQ1B-M p. 5-5 Tubing Extension Union Tee LQ1T-T p. 5-16 Female Branch Tee LQ1B-F p. 5-5 Tubing Extension Union Elbow Reducing LQ1E-T-R p. 5-17 Union Elbow LQ1E p. 5-6 Tubing Extension
'w Double rod nd 90_ 90o 100 _100o 180 _ 1800 190_.190. W tu"b" -30mm: 90" or 180" onv Special order onfy stze-Nom (Torque) (mm) (inch) 30-13i16(16.5in-tbs) 50-2(80in-tbs) 63 _ 2 1/2 (150 in-tbs) 80 3 1/8 (270 in-lbs) tm-4(640in-tbs) Il*. @l lffi*",* With Auto Switch Capability t. qRAl?
RSH80 RSH80 RSH80 200 200 RSH63 RSH63 RSH63 RSH50 RSH50 RSH50 0.9 Operating pressure : P (MPa) 100 100 0.8 0.7 0 0 10 20 30 40 10 20 30 40 Load speed : u (m/min) m=0.1 0.6 Load speed : u (m/min) m=0 0.5 0.4 Graphe Graphr Bore size 20, 32/ m =0 Bore size 20, 32/ m =0.1 0.3 0.2 0.1 80 80 1000 2000 3000 4000 5000 0 32 Lateral load: W (N) 70 70 60 60 50 50 Weight : W (kg) Weight : W (kg) 32 40
M33 x 2 1/4 108 16 5 0 183 M16 x 1.5 21 34f8 22 5 Hydraulic Cylinder: 7MPa Series CHN Axial foot type: CHNL H GA2 GB2 I Rc P Rc P Rc P K A F GA1 GB1 T V Cushion valve Effective thread H2 width across flats B2 Cushion valve Cushion valve H1 width across flats B1 MM D 4-LD W LH LT Width across flats E GB3 GA3 Air release Air release NA NB S + Stroke X X LS + Stroke Y Y LX ZZ + Stroke LZ (
M D1 D1 D2 D2 L6 L6 L3 L4 AS H H ASP (Width across flats) (Width across flats) ASN D3 D3 AQ A1 A1 ASV L5 L5 A2 A2 AK ASS T T ASR ASF Model T H D1 D2 D3 L1 L2 L6 A2 M L5 A1 Weight (g) Note 5) MAX.
M D1 D1 D2 D2 L6 L6 L3 L4 AS H H ASP (Width across flats) (Width across flats) ASN D3 D3 AQ A1 A1 ASV L5 L5 A2 A2 AK ASS T T ASR ASF Model T H D1 D2 D3 L1 L2 L6 A2 M L5 A1 Weight (g) Note 5) MAX.