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S-ULP-V steel spring (viscous damping) vibration isolator S-ULPV-2011.../47
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S-ULP-V steel spring (viscous damping) vibration isolator S-ULPV-2011.../47的概况 -
Spring elements are effectively used for mechanical vibration isolation in power plants. Turbine worktable, feedwater pump, etc. They provide support for static loads and reduce the transmission of dynamic loads to the foundation.Application Description:➤ Elastic foundation of steam turbine➤ Elastic foundation of steam turbine unit➤ Elastic foundation of coal mill➤ Elastic foundation of fan➤ Install the blower and condenser -
S-ULP-V steel spring (viscous damping) vibration isolator S-ULPV-2011.../47的优势 +
Spring elements are effectively used for mechanical vibration isolation in power plants. Turbine worktable, feedwater pump, etc. They provide support for static loads and reduce the transmission of dynamic loads to the foundation. Spring components typically consist of three main parts: upper and lower shells, spiral coil springs, and viscoelastic dampers. The system frequency is usually between 2-7 Hz.The basic design of the spring element consists of a set of spiral coil steel compression springs connected to the top and bottom plates. In general, due to the natural material damping of steel components, the damping performance of spring elements is very low. As long as higher damping characteristics are required, viscoelastic damping elements can be integrated into spring elements. An important feature of spring elements is their ability to lock them at a predetermined compression level (preload). Pre installed spring elements are installed in the locked position to serve as solid supports. At the end of installation - possibly heavy machinery - the spring elements are activated: they are unlocked. From that moment on, the device acted as a vibration control component. -
S-ULP-V steel spring (viscous damping) vibration isolator S-ULPV-2011.../47的性能 +
This product portfolio covers most typical applications of basic isolation in power plants and installation of condensers. By combining a set of spring elements in one application, optimal settings can be achieved. The spring element is independent of the additional damping element. Without damping, the load covered by the component ranges from 126kN to 2096kN, with a damping load of up to 1300kN. -
S-ULP-V steel spring (viscous damping) vibration isolator S-ULPV-2011.../47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 size [mm] and geometric limitationsH0: unloaded height
Hn: height at nominal load
Hb: height at blockload
Spring element type: S-ULPV-2011./47S-ULPV-2011
Model
Nom.load
[kN]
Vert.stiffness
[kN/mm]
Hor.stiffness
[kN/mm]
Height
[mm]
Damping parameter
[kNs/m]
H0
Hn
Hb
dv
dh
S-ULPV-2011-4.0/47
127
2.71
2.08
440
393
377
85
170
S-ULPV-2011-4.1/47
137
2.92
2.10
S-ULPV-2011-4.2/47
146
3.12
2.12
S-ULPV-2011-4.3/47
156
3.33
2.14
S-ULPV-2011-4.4/47
165
3.53
2.16
S-ULPV-2011-6.0/47
191
4.07
3.12
S-ULPV-2011-6.1/47
200
4.27
3.14
S-ULPV-2011-6.2/47
210
4.48
3.16
S-ULPV-2011-6.3/47
219
4.68
3.18
S-ULPV-2011-6.4/47
229
4.89
3.20
S-ULPV-2011-6.5/47
239
5.09
3.22
S-ULPV-2011-6.6/47
248
5.29
3.24
Max. weight approx：141 kg
S-ULPV-2011-8.0/47
254
5.42
4.16
440
393
377
110
230
S-ULPV-2011-8.1/47
264
5.63
4.18
S-ULPV-2011-8.2/47
274
5.83
4.20
S-ULPV-2011-8.3/47
283
6.04
4.22
S-ULPV-2011-8.4/47
293
6.24
4.24
S-ULPV-2011-8.5/47
302
6.45
4.26
S-ULPV-2011-8.6/47
312
6.65
4.28
S-ULPV-2011-8.7/47
322
6.85
4.30
S-ULPV-2011-8.8/47
331
7.06
4.31
Max. weight approx：162 kg
S-ULPV-2011-10.0/47
318
6.78
5.20
440
393
377
140
300
S-ULPV-2011-10.1/47
328
6.98
5.22
S-ULPV-2011-10.2/47
337
7.19
5.24
S-ULPV-2011-10.3/47
347
7.39
5.26
S-ULPV-2011-10.4/47
356
7.60
5.28
S-ULPV-2011-10.5/47
366
7.80
5.30
S-ULPV-2011-10.6/47
376
8.01
5.32
S-ULPV-2011-10.7/47
385
8.21
5.34
S-ULPV-2011-10.8/47
395
8.42
5.36
S-ULPV-2011-10.9/47
405
8.62
5.37
S-ULPV-2011-10.10/47
414
8.82
5.39
Max. weight approx： 210 kg
(*) heights and weights exclude allowances for adhesive pads and shims
REMARKS:1) calculated according to DIN EN 13906-12) natural frequency at nominal load 2.3 Hz3) spring elements are fully prestressable4) 2x4mm adhesive pads and shims on request5) dv; dh: min. values are given for height Hn at natural frequencies fv; fh at 20°C
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