A P O R T S PT Ports XC18 NPT Ports (25~40 Only) A L L O W A B L E M O M E N T A N D M A X I M U M A L L O W A B L E L O A D H O W T O O R D E R M Y 1 M R O D L E S S C Y L I N D E R MY1M G M O M E N T (N M) A L L O W A B L E L O A D (N) B O R E S I Z E 16 16mm 20 20mm 25 25mm 32 32mm 40 40mm 50 50mm 63 63mm Local Production Available N O O F S W I T C H E S ...2 Pieces S ...1 Piece
Inclined operation W + WB WV P PV W + WB > WV P > PV Allowable Driving Force (Fn) (n = 1, 2, 3) Determination of allowable load mass & pressure F1 = x (W + WB) x 9.8 Horizontal F2 = (W + WB) x 9.8 x (cos + sin) Inclined F3 = (W + WB) x 9.8 x ( + 1) Vertical (For vertical operation, refer to page 934.)
Note 3) Lead wire tolerance 61 D-H7BAL(Example) 3 m 1 m Flexible specification 5 m Z Lead wires with connector indication Part No. of Lead Wires with Connectors Lead wire length Tolerance 15 mm 0.5 m 30 mm 1 m Model Lead wire length 0.5 m (Applicable for connector type only) 90 mm D-LC05 3 m 150 mm D-LC30 5 m 3 m D-LC50 5 m Contact Protection Boxes: CD-P11, CD-P12
Axial foot style: NCGL ZZ + Stroke M M B LH LT LT Y X Y X LX LS + Stroke Z LZ 4-LD SLOT NCG Axial Foot Style Inch Bore size (mm) Stroke range (inch) ZZ B LD LH LS LT LZ W LX M X Y Z 20 25 32 40 50 63 1.44 1.52 1.83 2.02 2.84 3.29 1.50 1.50 1.88 1.88 2.25 2.88 0.12 0.12 0.12 0.12 0.25 0.25 0.27 0.27 0.28 0.28 0.34 0.34 1.88 1.88 2.50 2.50 3.12 3.75 (5.01) (5.13) (6.22) (6.55) (7.70) (7.70)
A A1 E1 L1 M10 x 1.25 +0.058 0 0.2 0.4 Y-G02 Y-G03 Y-G04 Y-G05 Y-G08 Y-G10 16 25 30 30 40 50 55 M8 x 1.25 16 20 36 44 56 64 11.5 14 14 20 27 31 21 25.6 41.6 50.6 64 72 8 10 10 14 18 22 8.5 10.5 16 20 23 24 8 IY-G02 IY-G03 IY-G04 IY-G05 IY-G08 IY-G10 M14 x 1.5 34 41 42 56 71 79 20 25, 32 40 50, 63 80 100 Courtesy of Steven Engineering, Inc.-230 Ryan Way, South San Francisco, CA 94080-6370-
How to Order MGP M L A Standard model no. XC6 Applicable Series CJ1 q Piston rod y Snap ring Model Action Series Description Vol. no.
Inclined operation Allowable Driving Force (Fn) (n = 1, 2, 3) W + WB Wv P Pv W + WB > Wv P > Pv Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 F2 = (W + WB) x 9.8 x (cos + sin) F3 = (W + WB) x 9.8 x ( + 1) Horizontal Inclined (For vertical operation, refer to page 8-15-38.)
1 m M (Example) M9NWM 3 m L (Example) M9NWL 5 m Z (Example) M9NWZ None N (Example) H7CN : Manufactured upon receipt of order.
Inclined operation W + WB WV P PV W + WB WV P PV Allowable driving force table (Fn) (n=1,2,3) Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 Horizontal F2 = (W + WB) x 9.8 x (COS + SIN) Inclined (Refer to page 5 for vertical operation.)
Inclined operation W + WB WV P PV W + WB WV P PV Allowable driving force table (Fn) (n=1,2,3) Determination of allowable load weight & pressure F1 = x (W + WB) x 9.8 Horizontal F2 = (W + WB) x 9.8 x (COS + SIN) Inclined (Refer to page 5 for vertical operation.)
Y-G02 Y-G03 Y-G04 Y-G05 Y-G08 Y-G10 16 25 30 30 40 50 55 M8 11.5 14 14 20 27 31 8 10 10 14 18 22 16 20 36 44 56 64 21 25.6 41.6 50.6 64 72 IY-G02 IY-G03 IY-G04 IY-G05 IY-G08 IY-G10 8 10 18 22 28 32 8.5 10.3 12.8 12 16 21 24 34 41 42 56 71 79 C85 20 22 28 38 44 M10 X 1.25 10.5 16 20 23 24 M14 X 1.5 C76 M18 X 1.5 M22 X 1.5 Knuckle Pin M26 X 1.5 CG1 Pivot Bracket MB Material: Rolled steel 20
D-X Technical Data 315 CG1W Series With Mounting Bracket Axial foot: CG1WLl LH B 15 LT LZ LX 2 LC (Knock pin position) W X Y Z LS + Stroke X M Y W 4 x LD (mm) Bore size Stroke range B LC LD LH LS LT LX LZ M W X Y Z 20 Up to 1500 34 4 6 20 53 3 32 44 3 10 15 7 47 25 Up to 1500 38.5 4 6 22 53 3 36 49 3.5 10 15 7 52 32 Up to 1500 45 4 7 25 53 3 44 58 3.5 10 16 8 53 40 Up to 1500 54.5 4 7 30
R V Basic type (B)/CG5BAS : With air cushion WA WB GA GB 2-P W 10 H1 Width across flats B1 M BM Max.
R V Basic type (B)/CG5BAS : With air cushion WA WB GA GB 2-P W 10 H1 Width across flats B1 M BM Max.
Dynamic moment MG Va Calculation Example CX 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] D-X L2 L1 20Data 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.
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.
l m m m L L t t t t B1 H1 Dd9 Applicable bore size (mm) L L Dd9 d l l d m t Applicable bore size (mm) Part no.
5 CYP32 (Nm) M1 M2 M1 0.3 3 M2 0.6 4 M3 0.3 3 Model CYP15 CYP32 m m Static moment Moment generated by the work piece weight even when the cylinder is stopped M Pich moment M1 = m x g x (L + B) x 103 M Yaw moment M3 = m x g x (L + A) x 103 M Roll moment M2 = m x g x (L + B) x 103 (mm) Model CYP15 CYP32 A 16.5 27.0 B 25.5 48.0 L B L B L A M1, 2, 3 : Moment [Nm] m : Load mass [kg] L : Distance
5 CYP32 (Nm) M1 M2 M1 0.3 3 M2 0.6 4 M3 0.3 3 Model CYP15 CYP32 m m Static moment Moment generated by the work piece weight even when the cylinder is stopped M Pich moment M1 = m x g x (L + B) x 103 M Yaw moment M3 = m x g x (L + A) x 103 M Roll moment M2 = m x g x (L + B) x 103 (mm) Model CYP15 CYP32 A 16.5 27.0 B 25.5 48.0 L B L B L A M1, 2, 3 : Moment [Nm] m : Load mass [kg] L : Distance
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.