7 5.5 5.5 5 46.5 37.5 33.5 28 188 154 152 144 1/8 88 64 62 62 8 8 8 6 6 5 50 45 45 41 M26 x 1.5 M26 x 1.5 M20 x 1.5 26-0.033 0 11 8 8 16 13 13 1/4 1/8 1/8 26-0.033 0 32-0.039 0 10 8 M32 x 2 10112122Axial foot style (L) / CM2WL, CM2WL Standard port Relief port H H + Stroke A K F G 2-P (Rc, NPT, G) AL H2 G F A K B H1 2-NN AL Relief port 2-M5 x 0.8 LH Width across flats B1 (This drawing shows
KE [mm] Bore size A B D E F G H J K M N O P Q T V Y Z W Rc NPT G Rc NPT G 16 59.5 41.5 10 29 6 3 18 18 28 3.5 6.5 depth 4 M5 x 0.8 M5 x 0.8 M5 x 0.8 17 20 18 37 0 0 0 20 67 45 12 36 8 4 22 22 36 5.5 9 depth 7 1/8 1/8 M5 x 0.8 20 24 22 47 1.5 1.5 0 32 68 48 20 45 7.5 8 20 4.5 32 34 5.5 9 depth 7 1/8 1/8 1/8 20 36 20 14 40 80.5 52.5 25 52 8 10 28 5 41 40 5.5 9 depth 7 1/8 1/8 1/8 24.5
4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 8 11 11 13 16 M8 X 1.25 M8 X 1.25 M10 X 1.25 M12 X 1.75 M12 X 1.75 30 35 35 40 40 MXP MG With rod boot e 43 52 52 65 65 Without rod boot H 51 58 58 71 72 Bore (mm) MGP KA LZ M MM N P PG PH PL PW S W K h 59 66 66 80 81 ZZ 223 245 262 305 324 ZZ 215 237 254 296 315 f 11.2 11.2 11.2 12.5 14 l l 1/4 Stroke 1/4 Stroke 1/4 Stroke 1/4 Stroke 1/4 Stroke 40 50
(mm) to 500 to 600 to 600 to 750 to 750 Bore (mm) A AL B B1 BF BN BP BQ C D E GA GB GC GD GL GR H1 J K Without rod boot With rod boot 20 to 500 20 to 600 20 to 600 20 to 750 20 to 750 40 50 63 80 100 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 30 35 35 40 40 27 32 32 37 37 60 70 86 102 116 22 27 27 32 41 71 81 101 119 133 96 108 115 129 140 44 52 64 78 92 16 20 20 25 30 32 40 40 52 52 85 95
Load rate Ea= K E max Ea=1 0.11=0.11 Work mounting coeficient K: Fig.3 Max. allowable kinetic energy Emax: Table 1 < = Possible to use by E=0.09 Ea=0.11 Kinetic energy (E) Allowable kinetic energy (Ea) < = 3 3-1 Load rate of moment Wa=K Wmax Work mounting coeficient K: Fig.3 Allowable load coeficient : Graph 1 Max.
K P P C C U U O O S S L L H H 8 11.5 L2 dimension Stations 1 2 3 4 5 6 7 8 9 M DIN rail part no.
K P P C C U U O O S S L L H H 8 11.5 L2 dimension Stations 1 2 3 4 5 6 7 8 9 M DIN rail part no.
K 2 sides x 4 places O-counter bore R depth M1 E 0.13 + Stroke A + Stroke (Inch) C A Symbol Bore 3/8" to 2"st 1/8"st 1/4"st 1-1/4" to 2"st 1/8" to 1"st W Z R Q P O N M2 M1 K J I H E D 150 (1-1/2") 200 (2") 250 (2-1/2") 2.19 0.56 0.63 0.50 0.70 2.00 2.00 1.38 3/8-24UNF 2.63 0.19 0.50 1.55 2.19 0.22 0.34 0.25 0.20 NPT1/8 2.73 0.56 0.75 0.44 0.70 2.06 2.53 1.44 1/2-20UNF 3.13 0.20 0.63 1.90
CY3R32 CY3R40 P (Piping port) Model TF G 1/8 G 1/8 G 1/8 G 1/4 TN NPT 1/8 NPT 1/8 NPT 1/8 NPT 1/4 Nil M5 x 0.8 Rc 1/8 Rc 1/8 Rc 1/8 Rc 1/4 CY3R15 CY3R20 CY3R25 CY3R32 CY3R40 8-15-20 20 Magnetically Coupled Rodless Cylinder Direct Mount Type Series CY3R Dimensions Centralized piping type: 15 to 40 HB HC N X MX W K MTS H MY 2-P (Piping port) HA CB 4-J x E T 4-counterbore dia.
Load Load Switch 1 Switch 1 Blue Blue Brown Brown Switch 2 Switch 2 Blue Blue Load voltage at OFF = Leakage current x 2 pcs. x Load impedance = 1 mA x 2 pcs. x 3 k = 6 V Example: Load impedance is 3 k. Leakage current from switch is 1 mA. Power supply Internal Load voltage at ON = voltage voltage drop x 2 pcs. = 24 V 4 V x 2 pcs. = 16 V Example: Power supply is 24 VDC.
P Note 1) U S U S U S U S w AXT100-1-J 20 Note 1) AXT100-1-FU15 AXT100-1-FS e Note 1) Top entry connector for PU, JU while side entry connector for PS, JS.
P Note 1) U S U S U S U S w AXT100-1-J 20 Note 1) AXT100-1-FU15 AXT100-1-FS e Note 1) Top entry connector for PU, JU while side entry connector for PS, JS.
x 1.25 M10 x 1.25 M8 x 1.25 42.5 34.5 30 24 M26 x 1.5 M26 x 1.5 M20 x 1.5 46.5 37.5 33.5 28 7 5.5 5.5 5 188 154 152 144 1/8 88 64 62 62 6 6 5 8 8 8 26-0.033 0 11 8 8 16 13 13 1/4 1/8 1/8 26-0.033 0 32-0.039 0 8 10 M32 x 2 Axial Foot (L): 1011-CM2WL, 2122-CM2WL Standard port Relief port (10-, 21-) Vacuum port (11-, 22-) K H1 AL A H G H2 F 2 x P (Rc, NPT, G) K H + Stroke F G AL A 2 x NN 2
0.5 1 5 10 20 50 0.5 1 5 10 20 50 Load (kN) Load (kN) Bore size 80 B rod C rod 2000 6 4 8 3 7 5 1 5 2 4 8 3 7 6 1 2 1000 Stroke (mm) 500 100 50 1 5 10 20 50 1 5 10 20 50 Load (kN) Load (kN) Bore size 100 B rod C rod 4 8 8 3 3 7 7 5 4 5 2000 6 6 1 2 1 2 1000 Stroke (mm) 500 100 50 1 5 10 20 50 100 1 5 10 20 50 100 Load (kN) Load (kN) 28 Series CH2E/CH2F/CH2G/CH2H Technical Data 3 Relationship
(Define 1 = 0.) Find the load factor of the load weight 1. Wa = K Wmax Workpiece mounting coefficient K: Fig. (3) Allowable load weight coefficient : Graph (1) Max. allowable load weight Wmax: Table (2) 1 = W/Wa Wa = 1 x 1 x 4 = 4 K = 1 = 1 Wmax = 4 1 = 1/4 = 0.25 Load Factor of the Static Moment 3-2 Rolling Yawing Examine My.
35.5 36.5 21 7 59 1/2 1/4 KQL13-35S 17.46 21.7 17 28 31.5 36.5 22 9 28 1/2 3/8 KQL13-36S 17.46 21.7 17 28 33.5 38.5 22 9.6 36 1/2 1/2 KQL13-37S 22.23 21.7 17 28 37.5 40 22 9.6 62 P R O D U C T S E L E C T O R H E X A G O N S O C K E T H E A D M A L E C O N N E C T O R : K Q S ( K Q 2 S ) Applicable Thread Model H D L A M Effective Weight Tube OD R(PT) (Hex) 0rifice (mm2) (g) (mm) Nylon Urethane
52 52 65 65 11.2 11.2 11.2 12.5 14.0 59 66 66 80 81 183 196 214 256 267 1/4 Stroke 1/4 Stroke 1/4 Stroke 1/4 Stroke 1/4 Stroke 116 133 116 126 100 Long stroke H G 2 x P 2 x Cushion valve K A When the stroke is 1001 mm or longer, a tie-rod reinforcement ring is attached.
K 200 VAC 7 L 230 VAC 4 1/4 7 M Conduit terminal Stainless steel 24 VDC With surge voltage suppressor 4 N 100 VAC 3/8 7 P 110 VAC A B C D E F G H J K L M N P 5 Q Size 3 3 200 VAC N.C. 1/4 8 R 230 VAC 10 (N.C. only) 6 N.O.