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Rotary Table Rack & Pinion Style Series MSQ Size: 1, 2, 3, 7, 10, 20, 30, 50, 70, 100, 200 1

Lead wire length symbols: 0.5 mNil (Example) M9N 3 m L (Example) M9NL 5 m Z (Example) M9NZ Solid state switches marked "" are produced upon receipt of order.

Table of Contents

Data Reed switchD-A90(V)/A93(V)/A96(V) Solid state switchD-M9N(V)/M9P(V)/M9B(V) F9NW(V)/F59W/F9BW(V) F9BAL Auto Switch Mounting Bracket Part No.

Mechanically Jointed Rodless Cylinder Series MY1

Wn X-axis Xn Y-axis Yn Z-axis Zn Z X Wa 65 mm 0 mm 0.88 kg 5 mm 111 Wb 150 mm 0 mm 4.35 kg 42.5 mm 210 Y Y Wc 150 mm 111 mm 0.795 kg 42.5 mm Wd 150 mm 210 mm 0.5 kg 42.5 mm n = a, b, c, d 3.

MY1

Wn Y-axis Yn Z-axis Zn X-axis Xn Z X Wa 0 mm 5 mm 0.88 kg 65 mm 111 Wb 0 mm 42.5 mm 4.35 kg 150 mm 210 Y Y Wc 111 mm 42.5 mm 0.795 kg 150 mm Wd 210 mm 42.5 mm 0.5 kg 150 mm n = a, b, c, d 3.

Magnetically Coupled Rodless Cylinder

D-M9N D-M9B D-M9P Auto switch part no.

e-Rodless Actuator

D-M9P D-M9NV D-M9B D-M9N D-M9PV D-M9BV Auto switch part no.

e

(Wn) Mass (mn) Y-axis Yn Z-axis Zn X-axis Xn LXS LXS Z X Wa 5 mm 0 mm 0.88 kg 65 mm LC6m LC6m 111 Wb 42.5 mm 0 mm 4.35 kg 150 mm Y 210 Y Wc LZm LZm 42.5 mm 111 mm 0.795 kg 150 mm Wd 42.5 mm 210 mm 1.0 kg 150 mm LC3F2 LC3F2 n = a, b, c, d 3 Calculation of Composite Center of Gravity Xm Xm m3 = mn = 0.88 + 4.35 + 0.795 + 1.0 = 7.025 kg D-m D-m E-MY E-MY 1 m3 X = x (mn x xn) 1 7.025 = (0.88

Mechanically Jointed Rodless Cylinder Series MY2 ø16, ø25, ø40 1

Wn Weight mn X-axis Xn Y-axis Yn Z-axis Zn Z X Wa 0.88 kg 65 mm 0 mm 5 mm 111 Wb 4.35 kg 150 mm 0 mm 42.5 mm Y 210 Y Wc 0.795 kg 150 mm 111 mm 42.5 mm Wd 1.5 kg 150 mm 210 mm 42.5 mm n = a, b, c, d 3.

Rotary Table/

With internal shock absorber With adjustment bolt 1 1 MSQB200A MSQB100A MSQB200R 0.1 MSQB100R MSQB70A MSQB70R 0.1 MSQ50A MSQ30A MSQ20A 0.01 Inertial moment (kgm2) Inertial moment (kgm2) MSQ50R MSQ10A 0.001 0.01 MSQB7A MSQ10R MSQB3A 0.0001 MSQB2A MSQB1A MSQ20RMSQ30R 0.001 0.01 0.01 0.0001 0.2 0.3 0.4 0.6 0.5 1.0 0.9 0.8 0.7 0.2 0.5 3.0 2.0 1.0 0.7 0.3 Rotation time (s/90) Rotation time (s/

15

Wn Mass mn X-axis xn xa xb xc xd Y-axis yn ya yb yc yd Z-axis zn za zb zc zd X 1 mt = x (mn x xn)w Wa Wb Wc Wd ma mb mc md Y 1 mt = x (mn x yn)e D1 mt = x {mn x (A + zn)} r Z -X (n = a,b,c,d) Refer to the following sections 1 to 4 to calculate the center of gravity and the total load.

Mechanically Jointed Rodless Cylinder Series MY2

Wn Mass mn X-axis Xn Y-axis Yn Z-axis Zn Z X Wa 0.88 kg 65 mm 0 mm 5 mm 111 Wb 4.35 kg 150 mm 0 mm 42.5 mm Y 210 Y Wc 0.795 kg 150 mm 111 mm 42.5 mm Wd 1.5 kg 150 mm 210 mm 42.5 mm n = a, b, c, d 3 Composite Center of Gravity Calculation m3 = mn = 0.88 + 4.35 + 0.795 + 1.5 = 7.525 kg m3 1 X = x (mn x xn) 7.525 1 = (0.88 x 65 + 4.35 x 150 + 0.795 x 150 + 1.5 x 150) = 140.1 mm m3 1 Y = x

Mechanically Jointed Rodless Cylinder With Protective Cover Series MY1  W ø16, ø20, ø25, ø32, ø40, ø50, ø63 1

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.

Mechanically Jointed Rodless Cylinder With Protective Cover Series MY1  W ø16, ø20, ø25, ø32, ø40, ø50, ø63 1

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.

Mechanically Jointed Rodless Cylinder MY1H Series Linear Guide Type: ø25, ø32, ø40  Piping can be connected from 4 directions on the head cover.  Allows on-site piping to suit the MY1B installation MY1H MY1H conditions. MY1B MY1M MY1C MY

Load Blocking Mass and Center of Gravity for Each Workpiece 5 42.5 65 150 Center of gravity Mass mn Workpiece Wn Y-axis Yn X-axis Xn Z-axis Zn Z X Wa 0 mm 5 mm 0.88 kg 65 mm 111 210 Wb 0 mm 42.5 mm 4.35 kg 150 mm Y Y Wc 111 mm 42.5 mm 0.795 kg 150 mm Wd 210 mm 42.5 mm 0.5 kg 150 mm n = a, b, c, d 3.

MY1

Wn Y X-axis Xn Y-axis Yn Z-axis Zn X Wa 5 mm 0 mm 65 mm 0.88 kg 210 65 150 111 Z Wb 42.5 mm 0 mm 150 mm 4.35 kg Wc 42.5 mm 111 mm 150 mm 0.795 kg Wd 42.5 mm 210 mm 150 mm 0. 5kg Y 42.5 5 n = a, b, c, d 3 Composite Center of Gravity Calculation m1 = mn = 0.88 + 4.35 + 0.795 + 0.5 = 6.525 kg 1 m1 X = x (mn x xn) 1 6.525 = (0.88 x 65 + 4.35 x 150 + 0.795 x 150 + 0.5 x 150) = 138.5 mm 1 m1 Y