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S-ULP steel spring vibration isolator S-ULP-2011.../33

S-ULP steel spring vibration isolator S-ULP-2011.../33

S-ULP steel spring vibration isolator S-ULP-2011.../33的指标 +

Basic parameters required for design selection:

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

Main excitation frequency of vibration source [Hz]

Operating temperature [° C] - in the case of damping elements

Installation dimensions [mm] and geometric limitations

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

Spring element type: S-ULP-2011./33

S-ULP 钢弹簧减震器 S-ULP-2011.../33(图1)

S-ULP-2011
Type	Nom.load [kN]	Vertical stiffness [kN/mm]	Horizontal stiffness[kN/mm]	Height [mm]
				Height [mm]
				H0	Hn	Hb
				H0	Hn	Hb
S-ULP-2011-4.0/47	127	2.71	2.08	440	393	397
S-ULP-2011-4.1/47	137	2.92	2.1
S-ULP-2011-4.2/47	146	3.12	2.12
S-ULP-2011-4.3/47	156	3.33	2.14
S-ULP-2011-4.4/47	165	3.53	2.16
S-ULP-2011-6.0/47	191	4.07	3.12
S-ULP-2011-6.1/47	200	4.27	3.14
S-ULP-2011-6.2/47	210	4.48	3.16
S-ULP-2011-6.3/47	219	4.68	3.18
S-ULP-2011-6.4/47	229	4.89	3.2
S-ULP-2011-6.5/47	239	5.09	3.22
S-ULP-2011-6.6/47	248	5.29	3.24
S-ULP-2011-8.0/47	254	5.42	4.16
S-ULP-2011-8.1/47	264	5.63	4.18
S-ULP-2011-8.2/47	274	5.83	4.2
S-ULP-2011-8.3/47	283	6.04	4.22
S-ULP-2011-8.4/47	293	6.24	4.24
S-ULP-2011-8.5/47	302	6.45	4.26
S-ULP-2011-8.6/47	312	6.65	4.28
S-ULP-2011-8.7/47	322	6.85	4.3
S-ULP-2011-8.8/47	331	7.06	4.31
Max.weight approx：145 kg
S-ULP-2011-10.0/47	318	6.78	5.2	440	393	377
S-ULP-2011-10.1/47	328	6.98	5.22
S-ULP-2011-10.2/47	337	7.19	5.24
S-ULP-2011-10.3/47	347	7.39	5.26
S-ULP-2011-10.4/47	356	7.6	5.28
S-ULP-2011-10.5/47	366	7.8	5.3
S-ULP-2011-10.6/47	376	8.01	5.32
S-ULP-2011-10.7/47	385	8.21	5.34
S-ULP-2011-10.8/47	395	8.42	5.36
S-ULP-2011-10.9/47	405	8.62	5.37
S-ULP-2011-10.10/47	414	8.82	5.39
Max.weight approx： 177 kg

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