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Cushioning Performance<br />

The dynamic energy of a LINTRA ® cylinder is caused by direct or partial external loads<br />

which must be absorbed by pneumatic cushioning.<br />

The cushioning ability depends to a large extent on the pneumatic circuit (e. g. counter<br />

pressure, pre-exhaust). The values given in the diagram were tested with an operation<br />

pressure of 87 psi (6 bar) using a 5/2 control valve. When installed horizontally, depending<br />

upon the speed, dynamic energy can be absorbed by the cylinder. Whenever the values<br />

given in the diagram are exceeded, the transported mass must be cushioned by additional<br />

shock absorbers. These have to be located at the center of gravity of the mass.<br />

lb. (kg)<br />

2204 (1000)<br />

1763 (800)<br />

1300 (600)<br />

882 (400)<br />

441 (200)<br />

176 (80)<br />

132 (60)<br />

88 (40)<br />

44 (20)<br />

22 (10)<br />

18 (8)<br />

13 (6)<br />

8.8 (4)<br />

4.4 (2)<br />

2.2 (1)<br />

C/146000, C/146100, C/146200<br />

16”<br />

(0.4)<br />

31”<br />

(0.8)<br />

47”<br />

(1.2)<br />

63”<br />

(1.6)<br />

Ø 80<br />

Ø 63<br />

50<br />

Ø 40<br />

Ø 32<br />

Ø 25<br />

Ø 20<br />

Ø 16<br />

79”<br />

(2.0)<br />

V<br />

inches /s<br />

(m / s)<br />

ACTUATORS<br />

Cylinder deflection<br />

2248<br />

(10000)<br />

1124<br />

(5000)<br />

Deflection due to external forces<br />

f1= 0.04” (1 mm)<br />

224<br />

(1000)<br />

112<br />

(500)<br />

22.5<br />

(100)<br />

2.25<br />

(10)<br />

0.22<br />

(1) 0 39” 6.6’<br />

(1000) (2000)<br />

72”<br />

(1830)<br />

9.8’<br />

(3000)<br />

13’<br />

(4000)<br />

16.4’<br />

(5000)<br />

inches (mm)<br />

Support length<br />

Example:<br />

Cylinder Ø 32 mm, stroke length 11' (3500 mm), external load<br />

45 lbf. (200 N) and a deflection about 0.04 (1 mm).<br />

Maximum distance between supports = 6' (1830 mm) (see<br />

diagrams).<br />

Therefore an additional support is required.<br />

Ø80<br />

Ø63<br />

Ø50<br />

Ø40<br />

Ø32<br />

Ø25<br />

Ø20<br />

Ø16<br />

19.6’<br />

(6000)<br />

Deflection due to cylinder weight<br />

f<br />

0.004” (0.1)<br />

0<br />

2<br />

0.08” (2)<br />

0.04” (1)<br />

0.02” (0.4)<br />

inches (mm)<br />

0.04<br />

(0.9)<br />

3.2’<br />

(1000)<br />

6.5’<br />

(2000)<br />

9.8’<br />

(3000)<br />

13’<br />

(4000)<br />

16.4’<br />

(5000)<br />

Example:<br />

Cylinder Ø 40 mm. external force 40 lbf (180 N),<br />

distance between supports 10' (3000 mm)<br />

Required: total deflection<br />

1. Deflection due to external force (f1)<br />

see Diagram 1 (1mm/100 N) · 40 lbf (180 N)<br />

2. Deflection due to cylinder weight diagram 2<br />

Total deflection:<br />

Max. permitted deflection (f1 + f2)<br />

A deflection of more than 0.12" (3 mm)<br />

is not permitted.<br />

Support length<br />

19.7’<br />

(6000)<br />

ft.<br />

(mm)<br />

0.07"(1.8 mm)<br />

+ 0.04"(0.9 mm)<br />

0.2" (2.7 mm)<br />

< 0.04"(1 mm)<br />

39"(1000 mm) Stroke<br />

<strong>Norgren</strong>.com/usa – 303.794.2611 – help@amer.norgren.com<br />

ACT-105

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