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BASE LS.VA

Bases for vibration-damping levelling feet
Technopolymer, PUR damping element
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Description

Main specifications

Base

Glass-fibre reinforced polyamide based (PA) technopolymer, black colour, matte finish.

Damping element

Polyurethane-based rubber (PUR), natural colour, hardness 50 Shore A.

General information

Features

Have been designed to damp vibrations, shocks and noises produced by moving bodies or non-balanced vibrating masses of equipment and machines which can cause:

  • malfunctioning and reduction of the machine lifespan and/or of the adjacent ones;
  • damage to operator’s health;
  • noise.

Technical data and guidelines for the choice

The maximum static load value shown in the table indicates the static load for a specific load of 0.4 N/mm2 to which the damping element can be subjected in order to have optimal vibration absorption.

The table shows also the values (l2) of elastic deformation with a load of max 0.6 N/mm² in case of a dynamic load.

The effectiveness of the damping depends on the ratio between the disturbance frequency of the machine and the natural frequency of the damping foot.

The natural frequency of the base depends on the material, the geometry, and the specific load [N/mm2] to which it is subjected.

The specific load is obtained by dividing the applied load by the support area of the damping element.

Once the specific load is known, the natural frequency of the foot can be obtained from the graph in figure 1.

The damping starts when the ratio between the disturbance frequency of the machine and the natural frequency of the damping foot is greater than √2. The greater the difference between the interference frequency of the machine and the natural frequency of the foot, the greater the damping (see figure 2).

Example:

  • Expected load on the foot = 150 N
  • Specific load BASE LS.VA-32 = 150/239 = 0.63 N/mm2
  • Specific load BASE LS.VA-40 = 150/452 = 0.33 N/mm2
  • BASE LS.VA-40 is therefore chosen as the specific load of the example is less than 0.4 N/mm2, which is the optimal damping value.
  • Entering the graph in figure 1 with a specific load of 0.33 N/mm2 we obtain a natural frequency of 26 Hz (curve BASE LS.VA-40).
  • Entering the graph in figure 2, with 26 Hz, the chosen foot will start to dampen frequencies greater than 32 Hz. A damping of 69% is obtained for a machine frequency of 61 Hz. A damping of 92% is obtained for a machine frequency of 85 Hz.
BASE_LS_VA_FIG1_EN.jpg 
BASE_LS_VA_FIG2_EN.jpg 

BASE LS.VA

D d1 l2 d2 h l2
0
[N/mm2]
l2
0.4
[N/mm2]
l2
0.6
[N/mm2]
Area damping insert
[mm2]
Max. limit static load*
[N]
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Code Description Actions
340124 LS.VA-32-8.5 32 23.1 5.3 8.5 15 5.3 4.8 4.6 239 96 12 cart-icon
340126 LS.VA-32-14 32 23.1 5.3 14 15 5.3 4.8 4.6 239 96 12 cart-icon
340130 LS.VA-40-8.5 40 30 6 8.5 17 6 5.6 5.4 452 180 22 cart-icon
340132 LS.VA-40-14 40 30 6 14 17 6 5.6 5.4 452 180 21 cart-icon
340134 LS.VA-50-8.5 50 40 6 8.5 19 6 5 4.7 1000 400 36 cart-icon
340136 LS.VA-50-14 50 40 6 14 19 6 5 4.7 1000 400 34 cart-icon
340138 LS.VA-60-14 60 50.5 5 14 24 5 3.9 3.5 1709 680 104 cart-icon
340140 LS.VA-60-24 60 50.5 5 24 24 5 3.9 3.5 1709 680 103 cart-icon
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