Applicable bore size (mm) A1 L NDd9 MM B C d H B C d H CEP1 0.030 0.060 0.030 0.060 Y-J010SUS 10 SNJ-016SUS 10 NTJ-010SUS 10 3.3 7 8 15.2 21 M4 x 0.7 16.2 M10 x 1.0 4 8.1 M4 x 0.7 3.2 Y-J016SUS NTJ-015SUS SNKJ-016SUS 16 16 16 5 17 8 11 16.6 21 M5 x 0.8 19.6 M12 x 1.0 4 9.2 M5 x 0.8 4 CE1 NDH10 U1 NX R1 Part no.
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.
X m3 x g m2 x g Vertical mounting Mounting orientation Horizontal mounting Ceiling mounting Wall mounting Vertical mounting M3 Static load (m) m1 m2 m3 m4 Note) M1 Static moment M1 m1 x g x X m2 x g x X m4 x g x Z z y M2 m1 x g x Y m2 x g x Y m3 x g x Z Y Z M3 m3 x g x X m4 x g x Y m4 x g Note) m4 is a mass movable by thrust.
Wn Y Y-axis Yn X-axis Xn Z-axis Zn X Wa 65 mm 0 mm 5 mm 0.88 kg 210 65 150 111 Z Wb 150 mm 0 mm 42.5 mm 4.35 kg Wc 150 mm 111 mm 42.5 mm 0.795 kg Wd 150 mm 210 mm 42.5 mm 0.5 kg Y 42.5 5 n = a, b, c, d 3.
Wn Y Y-axis Yn Z-axis Zn X-axis Xn X Wa 65 mm 0 mm 5 mm 0.88 kg 210 65 150 111 Z Wb 150 mm 0 mm 42.5 mm 4.35 kg Wc 150 mm 111 mm 42.5 mm 0.795 kg Wd 150 mm 210 mm 42.5 mm 0.5 kg Y 42.5 5 n = a, b, c, d 3.
Wall mounting z y P. 978 Wb: MGGLB25-200 (4.35 kg) x y x z Wa: Connection plate t =10 (880 g) MY2H40G-500 3. Ceiling mounting P. 998 4.
Wall mounting z y P. 8-13-5 Wb: MGGLB25-200 (4.35 kg) x y x z Wa: Connection plate t =10 (880 g) MY2H40G-500 3. Ceiling mounting P. 8-13-5 4.
Wall mounting z y Features 4 Wb: MGGLB25-200 (4.35kg) x y x z Wa: Connection plate t =10 (880g) MY2H40G-500 3. Ceiling mounting Features 4 4.
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) Horizontal F2 = (W + WB) x (COS + SIN) Inclined (Refer to page 3 for vertical operation.)
With air cushion WB 2-P (Rc, NPT, G) WA GB Relief port M5 x 0.8 10 GA W W RA Relief port Width across flats B1 MM H1 D MAX.
With air cushion 15 LH B 4 x LD Z Y X W LZ LX 2 x LC (Knock pin position) ZZ + S Stroke LS + Stroke Y X W M (mm) B 54.5 78 LS 54 LX 71 LZ 4 M 10 W 4 LC 7 LD 30 LH 3 LT 16.5 X 8.5 Y Z 63.5 205 ZZ Bore size 40 50 63 5 5 10 12 40 45 91 91 4.5 4.5 17.5 17.5 70.5 75.5 66 82 86 106 5 5 22 22 11 13 242 242 82.5 75.5 Other dimensions are the same as basic type.
Y m x g m x g Vertical mounting Mounting orientation Ceiling m Wall m Vertical m Note) Horizontal m Static load m M m x g x X m x g x X m x g x Z M Static moment M m x g x Y m x g x Y m x g x Z M z y Y Z m x g x X m x g x Y M m x g Note) m is a mass movable by thrust.
(mm) Bore size (mm) Stroke range A AL B1 B C D GA GB H H1 I J K KA LD LH LS LT LX LZ M MM NA S X Y ZZ P 20 to 350 18 15.5 13 37.5 16.5 8 18 12 35 5 31 M4 x 0.7 5 6 6 22 59 3 40 50 3 M8 x 1.25 29 83 15 7 124 1/8 25 to 400 22 19.5 17 41.5 18.5 10 18 12 40 6 33 M5 x 0.8 5.5 8 6 25 59 3 44 60 3.5 M10 x 1.25 29 83 15 7 129.5 1/8 32 to 450 22 19.5 17 44 20 12 18 12 40 6 38 M5 x 0.8 5.5 10 7.2 25
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.
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.
l m m m L L t t t t B1 H1 (mm) (mm) (mm) Dd9 Applicable bore size (mm) L L Dd9 d l l d m t Snap ring Snap ring t m Part No.
l m m m L L t t t t B1 H1 (mm) (mm) (mm) Dd9 Applicable bore size (mm) L L Dd9 d l l d m t Snap ring Snap ring t m 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