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S-WP (R) steel spring vibration isolator S-WP (R) -2071.../32

S-WP (R) steel spring vibration isolator S-WP (R) -2071.../32的指标 +

The basic parameters required for defining a foundation isolation solution with spring elements are:

Load [kN], determined by the weight and load distribution of the supported machine

Main excitation frequency of vibration source [Hz]

Working temperature [° C] - for damping components

Installation dimensions [mm] and geometric limitations

Model name description in the example: S-ULPV-2011-8.6/33

S: Spring element

L: Lightweight Design/W: Lightweight Design

V: Compressible viscous damping

2011-8.6; Spring set 2011-8 outer spring and 6 inner springs

33; maximum displacement 33 mm

H0: unloaded height
Hn: height at nominal load
Hb: height at blockload

S-WP(R) 钢弹簧减震器 S-WP(R)-2071.../32(图1)

S-WP-2071
Type	Nom.load [kN]	Vert.stiffness [kN/mm]	Hor.stiffness [kN/mm]	A[mm]	B[mm]	C[mm]	D[mm]	Height [mm]
								H0	Hn	Hb

S-WP-2071-12.00/32	638	19.95	3.17	315	315	550	360	560	528	514
S-WP-2071-13.00/32	692	21.61	3.43
S-WP-2071-14.00/32	745	23.27	3.7
S-WP-2071-15.00/32	798	24,94	3.96
S-WP-2071-16.00/32	851	26.6	4.22	220	295	550	440
S-WP-2071-17.00/32	904	28.26	4.49
S-WP-2071-18.00/32	957	29.92	4.75
S-WP-2071-19.00/32	1011	31.59	5.02
S-WP-2071-20.00/32	1064	33.25	5.28
Max.weight approx： 349 kg

S-WPR-2071
Type	Nom.load [kN]	Vert.stiffness [kN/mm]	Hor.stiffness [kN/mm]	A[mm]	B[mm]	C[mm]	D[mm]	Height [mm]
								H0	Hn	Hb

S-WPR-2071-20.00/32	1018	31.8	4.9	325	365	550	440	560	528	514
S-WPR-2071-25.00/32	1282	40.1	6.1	315	480	575	575
S-WPR-2071-30.00/32	1585	49.5	7.3	360	480	660	550
Max.weight approx：547 kg

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