Damping arrangement for an oscillatably mounted electrical energy transmission device
09893506 ยท 2018-02-13
Assignee
Inventors
- Frank Backe (Zossen, DE)
- MICHAEL BARTZ (BERLIN, DE)
- Ulf Heinrich (Potsdam, DE)
- Helmut Holler (Berlin, DE)
- Gunther Krausse (Hof, DE)
- Claude Proste (Sartrouville, FR)
- Beat Schmied (Gerlafingen, CH)
- Arkadius Peter Szepanski (Reckendorf, DE)
- Joerg Teichmann (Dallgow-Doeberritz, DE)
- Achim Von Seck (Wachenroth, DE)
Cpc classification
F16F7/14
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
F16F15/023
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
H02G7/14
ELECTRICITY
International classification
H01B17/16
ELECTRICITY
H02G7/14
ELECTRICITY
F16F15/023
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
F16F7/14
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
Abstract
A damping configuration for an oscillatably mounted, electrical energy transmission device includes a supporting frame which is connected to stationary abutments through a plurality of damping elements. A group of first and second damping elements which have damping rates dimensioned so as to differ from one another and which act in parallel, connect the supporting frame to the abutments. Favorable damping of both weaker and stronger movements, for example caused by an earthquake, is ensured due to a combination of damping elements having differently dimensioned damping rates.
Claims
1. A damping configuration for an oscillatably mounted electrical energy transmission device, the damping configuration comprising: at least one abutment having an upper surface disposed along a plane; a supporting frame; and a plurality of mutually parallel damping elements including first and second damping elements having mutually different rated damping rates, said damping elements having a lower rated damping rate supporting said supporting frame; said first and second damping elements acting in parallel to connect said supporting frame to said at least one abutment; said plurality of damping elements having longitudinal axes distributed along a circular path parallel to said plane of said upper surface of said at least one abutment, and said first and second damping elements alternating with one another over a course of said path.
2. The damping configuration according to claim 1, wherein said at least one abutment is stationary.
3. The damping configuration according to claim 1, wherein at least one of said first or second damping elements has a substantially linear damping behavior.
4. The damping configuration according to claim 1, wherein said first and second damping elements have an identical construction.
5. The damping configuration according to claim 1, wherein said first and second damping elements have constructions differing from each another.
6. The damping configuration according to claim 1, wherein at least one of said first or second damping elements acts as a friction damper.
7. The damping configuration according to claim 1, wherein at least one of said first or second damping elements acts as a hydraulic damper.
8. The damping configuration according to claim 1, wherein at least one of said first or second damping elements acts as a pneumatic damper.
Description
BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWING
(1) An exemplary embodiment of the invention is shown schematically in a drawing and will be described in more detail below. In the drawing
(2)
(3)
(4)
(5)
DESCRIPTION OF THE INVENTION
(6)
(7) The supporting frame 2 is supported on a pedestal 6. The pedestal 6 is anchored in the ground and acts as abutment. The supporting frame 2 is supported on the pedestal 6 via a plurality of first and a plurality of second damping elements 7, 8. The damping elements 7, 8 are arranged along a circular path, wherein a first and a second damping element 7, 8 are arranged in each case successively around the circular path. Preferably, the number of first and second damping elements 7, 8 should be an even number, so that a continuous change between the first and second damping elements 7, 8 is provided in the case of a closed revolution of the path. The first and second damping elements 7, 8 have mutually different rated damping rates, i.e. the first damping elements 7 are provided with a weaker rated damping rate than the rated damping rate of the second damping elements 8. In other words, the first damping elements 7 convert kinetic energy into other energy forms, for example heat, to a lesser extent than the second damping elements 8. In this case, the first and second damping elements 7, 8 each have the same designs. In the present exemplary embodiment, the use of wire cable spring dampers is provided.
(8) By way of example, a design of a wire cable spring damper is illustrated in
(9) It is possible by virtue of the two yokes 10, 11 to fasten firstly the supporting frame 2 and secondly the pedestal 6. For this purpose, studs are illustrated symbolically on the pedestal 6 in
(10) The outer configuration of the damping elements 7, 8 used is identical independently of their respective rated damping rate. Preferably, in each case an identical number of turns, an identical dimensioning of the turns and the use of identical yokes 10, 11 are provided. The damping rate is determined substantially by the type of stranding of the wires of the wire cable 9 and the surface properties thereof, i.e. the intrinsic friction behavior of the wires of the wire cable 9.
(11) Furthermore, provision can also be made, however, for a variation to be provided between the first and second damping elements 7, 8 via the dimensioning of the wire cable 9, the number of turns, the diameter of the turns, etc.
(12) In addition to the use of identical designs for the first and second damping elements 7, 8, mutually different designs can also be used for the first and second damping elements 7, 8. For example, alternative constructions of friction dampers, such as, for example, spiral springs, leaf springs, elastomer buffers, etc. can be used. However, provision can also be made for a hydraulic damper or a pneumatic damper 18 shown in
(13)
(14) In the case of a movement of the circuit breaker 4, a movement is transmitted to the first and second damping elements 7, 8. Both groups of first and second damping elements 7, 8 are involved in oscillatory supporting of the supporting frame 2, wherein, owing to the selection of the rated damping rates, initially at least substantially only the first damping elements 7, i.e. the damping elements with the lower rated damping rate, perform damping of the introduced movement during deformation. On the other hand, the group of second damping elements 8 at first does not have any damping effect (or a comparatively insubstantially small damping effect). Only when there is an increase in the amplitude and/or the rate/frequency of the movement on the supporting frame 2 relative to the pedestal 6 does additional damping parallel to the (possibly decreasing) damping effect of the first group of first damping elements 7 by the group of second damping elements 8 become effective. Thus, both in the case of small movements at the electrical energy transmission device, slight damping is made possible and, in the case of an increase in the amplitude of the movement, said movement is damped to a greater degree by the second damping elements 8.