SV | With damping pad |
d1 | d2 | d3 | l2 | l3 | l4 Compression in N/mm² 0 | 0.4 | 0.6 | A/F | t | Damping pad area in mm² | Load at compression of 0.4 N/mm² (See information) |
---|---|---|---|---|---|---|---|---|---|---|---|
1.26 | M 10 | 1.18 | 1.14 | 0.43 | 0.22 | 0.15 | 0.11 | 0.59 | 0.41 | 707 | 62.95 lbf (280 N) |
1.57 | M 12 | 1.50 | 1.18 | 0.37 | 0.24 | 0.17 | 0.13 | 0.67 | 0.45 | 1134 | 101 lbf (450 N) |
1.97 | M 12 | 1.89 | 1.20 | 0.35 | 0.26 | 0.19 | 0.15 | 0.67 | 0.45 | 1809 | 162 lbf (720 N) |
2.36 | M 16 | 2.28 | 1.48 | 0.39 | 0.28 | 0.22 | 0.17 | 0.94 | 0.63 | 2641 | 236 lbf (1050 N) |
When using GN 342.1 vibration damping leveling feet the following differentiation in vibration damping is made: Active vibrations: Passive vibrations: The efficiency of vibration damping depends on the frequency of the vibration to be damped (interference frequency) as well as on the natural frequency (resonance frequency) of the damping pad. A vibration damping effect is only achieved when the interference frequency is greater than √2-times the resonance frequency of the damping pad. The greater the difference [∆] between the two, the better the damping effect. The resonance frequency of the damping pad depends on the type (composition, density) of the material, the cross section and the static load. The performance chart on the left shows all the required data of the standard material (SR 450-12) of the damping pad. Damping pads with other damping properties are available on request. |
Static load per leveling foot: 400 N Compression for leveling foot d1 = 32 mm 400 N / 707 mm² = 0,57 N/mm² Compression for leveling foot d1 = 40 mm 400 N / 1134 mm² = 0,34 N/mm² The leveling foot with d1= 40 mm should be preferred, at which the compression is closer to 0.4 N/mm². The above chart shows: The lower chart shows: At ≈ 200 Hz interference frequency the degree of insulation is at 100%. |
Min | Max | Price |
---|---|---|
1 | 49 | $17.28 |
50 | 99 | $15.84 |
100 | 249 | $14.40 |
≥ 250 | $12.96 |
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