Vertical Mounting L W Mounting orientation W L Maximum speed (mm/s) Up to 100 Up to 200 Up to 300 Up to 400 Up to 500 Up to 600 Up to 800 All strokes Stroke (mm) (1) (2) (3) 8 Selection graph (4) (5) (6) (7) 12 to 40 Horizontal Mounting W W Mounting orientation L Direction for L can be up, down, left, right, or diagonal.
" W W My Mp Mr W W W K=1 6& & 6, . 6* , < MXH Mp W Mr W My W W MXU 6, 1 W 6& * 6* ) K=0.6 W MXS Mey Mep MXQ ; # ; ( 6* ) MXF * 6, MXW ; # 9 $ 9 $ MXJ Graph (1) Allowable Load Mass Coefficient: Table (1) Allowable Kinetic Energy: Emax (J) Table (2) Maximum Allowable Load Mass: Wmax (kg) MXP $ 5 MXY &(' 9 4 5 " '('&2 '('*+ '('.. '(&& '(&1 '(*) $ '('''('&, '('*+ '('.. '('2' '(&* 7 '('.)
Vertical mounting: f = W = 0.3 (Slide bearing) = 0.1 (Ball bushing bearing) W 0.5 NO Confirmation of adjusting bolt capacity W WA Determine the movable mass WA which can be operated only by adjusting bolts.
9 @2 @0 @1 e w !5 !6 !3 !2 !1 !0 q t r i S u y o !4 !8 !
CS2 Panel mount type Embedded type i e u q r w t y Component Parts No.
Circuit example CLJ2 Retraction locking: B Extension locking: F CLM2 W A B CLG1 1 A Emergency stop Drop prevention CL1 B W MLGC W A CNG B 2 A MNB W B CNA W CNS A A 3 CLS B B CLQ W RLQ W A MLU A 4 B MLGP B W ML1C Mounting Caution 1. Be sure to connect the load to the rod end with the cylinder in an unlocked condition.
9 w !4 CY3B10, 15 !4 !8 !7 !6 !5 !0 i o q u y t r !2 w !1 The above drawing is 15. (3 magnets are used in 10.) CY3B20 to 40 !3 !4 !1 !8 !6 !5 !7 !0 i q o u t y r e w !2 CY3B50, 63 !4 !8 !6 !5 !0 !7 i o q u y t !3 r !2 w !1 Component Parts Replacement Parts/Seal Kit Bore size (mm) 6 10 15 20 25 32 40 50 63 Kit no.
L3 A3 Load Mass: W Mr Graph (1) Static moment Dynamic moment MXY6 W My MXH W L3 A3 0.6 A2 L2 Rubber stopper screw Mr 0.5 Load mass W kg MXU L1 A1 Metal stopper screw Mp 0.4 W My MXS W 0.3 W 0.2 MXQ Mey Mep 0.1 We We 0.0 A2 L3 A3 L2 Collision speed V mm/s 0 100 200 300 400 500 280 560 MXF MXW MXY8 Note) Static moment: Moment generated by gravity Dynamic moment: Moment generated by impact when
Front matter 1 Air Slide Table/Reversible Type Series MXQR Fig. (1) Load Weight: W (kg) Fig. (2) Overhang: Ln (mm), Correction Value of Moment Center Position Distance: An (mm) Fig. (3) Workpiece Mounting Coefficient: K Pitch moment Yaw moment Roll moment Table mounting W W My Mp Mr W W W Static moment Dynamic moment L1 A1 K = 1 L3 A5 L2 A3 End plate mounting Mp Mr W My W W W L3 A6 W L1 A2
5 w @7 !1 !7 !8 !9 @0 e #7 i !6 @5 #5 q #9 #4 !3 #2 !2 @1 !0 @2 @6 #6 #3 @8 #1 @4 o #8 !
[Vertical] [Load in direction of rod extension] [Load in direction of rod retraction] W D-X SOL.B SOL.C SOL.A W SOL.C SOL.B SOL.A Individual -X 805 Series CLS Specific Product Precautions 4 Be sure to read before handling. Refer to front matters 42 and 43 for Safety Instructions and pages 3 to 11 for Actuator and Auto Switch Precautions. Lock Monitor Manual Unlocking Warning Caution 1.
L1 A1 Mr Static moment Dynamic moment Graph (1) Load Mass: W W W MXJ4 A3 L3 L2 A2 0.10 L3 A3 Rubber stopper Mr Load mass W kg Mp 0.08 My Metal stopper W 0.06 W W 0.04 Mey Mep We 0.02 We L3 L2 A2 0.00 Collision speed V mm/s (Average speed x 1.4) 0 200 100 300 400 500 600 700 A3 MXJ6 Note) Static moment: Moment generated by gravity Dynamic moment: Moment generated by impact when colliding with
Additionally, do not mount the foot bracket with the pressure applied to the port. y 0 A port B port a 1 w y y a e k w of y e e k g n of ra n e io at g ot R n R +4 0 ra ot n io 0 at at ot 8 R io 1 R +4 0 n y ot ra a w n y 0 g at e e k of 9 io 1 n ay ra w n g ey e of k 189
moment Static moment L2 A3 W MXH Mp Mr My MXU W W W MXS L1 A2 L3 A6 W L2 A4 MXQ Mey Note) No need to consider this load factor in the case of using perpendicularly in a vertical position.
Hs B A W 16, 20, 25 Approx. Hs W A A B CUJ CU 32 to 100 Approx.
1 w i q !5 y 50, 63 Basic Type Description No. Material Component Parts Rod end male thread Note !
Stroke Against Lateral Load D 17 24 27 29 0.7 W W W 500 82 103 116 127 0.3 Bushing (Bearing) fR U 62 79 89 97 0.5 Lateral load applied to rod end (fR) N 100 52 66 75 81 0.7 50 33 43 49 53 0.3 10 23 31 36 39 T 0.5 REC40 REC32 REC25 REC20 5 18 25 29 31 0.7 2 Rod side flange style: F Head side flange style: G 182 167 148 118 Foot style: L 0.3 1 L 140 128 114 90 0.5 0.5 W W W F REA 117 108 95
3 o w u !1 M: Rod end male thread 32 to 63 With auto switch (Built-in magnet) !0 !2 r t !4 y i e q !3 o w u 80, 100 With auto switch (Built-in magnet) !0 q w e r t y u i !2 !4 !3 Component Parts Replacement Parts/Seal Kit No. Description Material Note Cylinder tube Piston Bore size (mm) Kit no.
Stroke Against Lateral Load D 17 24 27 29 0.7 W W W 500 82 103 116 127 0.3 Bushing (Bearing) fR U 62 79 89 97 0.5 Lateral load applied to rod end (fR) N 100 52 66 75 81 0.7 50 33 43 49 53 0.3 10 23 31 36 39 T 0.5 REC40 REC32 REC25 REC20 5 18 25 29 31 0.7 2 Rod side flange style: F Head side flange style: G 182 167 148 118 Foot style: L 0.3 1 L 140 128 114 90 0.5 0.5 W W W F REA 117 108 95