The invention relates to an arrangement with an earthquake-proof pole-type or tower-type projecting component. It refers to the earthquake protection of such a component, which projects vertically as part of an industrial plant. Without being limited thereto, the invention preferably involves an arrangement for the protection of a component of a plant for generating or distributing electricity or for transforming it.
In earthquake-endangered regions of the earth, technical solutions for protecting buildings, structures and industrial plants from the effects of an earthquake are increasing in importance. Thus, a plurality of technical solutions have already been developed, in particular, for protecting buildings and the persons living and/or working therein. These types of solutions are frequently very complex and therefore expensive. For the protection of human life, a correspondingly high expenditure is, of course, surely justified in each case.
Over and above this, however, solutions also need to be found for the protection of infrastructure from a disruption due to the effects of an earthquake. It is right after a severe earthquake that the availability of a largely intact infrastructure and of supply equipment becomes particularly important. This is true especially for supplying electricity. It is therefore also true that solutions must be found for protecting the plants involved, solutions that are effective, but are significantly more cost-effective than the complex measures for protecting human life. In such cases, it must be taken into consideration that plants for generating electricity, distributing electricity, or transforming electricity frequently comprise a plurality of components which project vertically in a pole-type or tower-type manner, such as, for example, the poles of a high-voltage line.
A solution for a high-voltage plant has become known, for example, by JP 05 101 730 A for the earthquake protection of such a pole-type or tower-type projecting component. According to this publication, in the construction of the respective pole-type component, a damping unit is incorporated, in which an expansion bellows is disposed in a tube-shaped or hollow cylindrical segment and an annular element is disposed around this bellows, the annular element composed of alternating horizontally disposed springs and damping elements. In this way, due to their horizontal arrangement, the springs are vertically statically loaded by the earthquake-proof component projecting over them, and in an earthquake, as is known from other solutions of the prior art, are stressed horizontally and vertically.
A solution is known from JP 06 245 336 A in which the insulator body of a pole-type projecting element of a high-voltage plant, this insulator being made of glass, ceramics or porcelain, is connected with a mass that moves in a type of pendulum manner in a viscous damping medium. The entire arrangement is stood up on a support, whereby the earthquake-proof component is connected to the vertical element of the support via a horizontally disposed annular spring element. Both of the previously described solutions already have a relatively simple construction based on the fact that they are of a passive type.
The object of the invention is to provide an alternative solution for the earthquake protection of pole-type or tower-type vertically projecting components, which, in addition, preferably has an even simpler construction.
The invention is solved by an arrangement with the features of the principal claim. Advantageous embodiments and enhancements of the invention are given by the subclaims.
The solution according to the invention for an earthquake-proof, pole-type or tower-type vertically projecting component of an industrial plant starts out from an arrangement, in which the earthquake-proof component in question is anchored via a foundation in the base or ground or is attached via a fastening element to the base or ground or to another component of the plant.
According to the invention, in this case, only one vertically aligned screw-type spring is disposed between the above-named foundation or the fastening element and the earthquake-proof component. This is joined in a force-fitting or form-fitting manner with the foundation or the fastening element as well as with the axially lower end of the earthquake-proof component. In distinction from the solutions of the previously known prior art, in this novel solution for earthquake protection, with only a vertically disposed screw-type pressure spring, the spring is dynamically loaded exclusively vertically and to bending. On the one hand, it is statically loaded vertically by the gravitational force of the earthquake-proof component that is introduced, and, on the other hand, it is stressed dynamically, thus in the case of an earthquake, exclusively vertically and to bending. In laboratory experiments, it has been shown surprisingly that an effective solution for the earthquake protection of pole-type or tower-type projecting components is provided by this very simple arrangement as a part of a corresponding arrangement.
Here, the arrangement according to the invention basically involves, or in a number of cases of application, exclusively involves an appropriately dimensioned, vertically disposed screw-type pressure spring. According to one possible embodiment of the invention, the earthquake-proof component involves a component of a plant for generating, distributing, or transforming electricity. A case of application that is particularly relevant in practice is provided by an arrangement, in which the earthquake-proof component involves a current transformer with a vertically projecting insulator, i.e., a glass, ceramic or porcelain body, whereby the screw-type pressure spring is disposed underneath the insulator in question on the current transformer and is attached to the bottom of the stand for the current transformer. An appropriately designed arrangement, however, can also be used for the earthquake protection of the pole of a power line.
As already stated, an effective earthquake protection, corresponding to the basic concept of the invention, is already provided by the one screw-type pressure spring vertically disposed underneath the earthquake-proof component. However, this does not exclude the fact that, depending on the application, additional measures may further increase or improve the effectiveness of the earthquake protection given by the screw-type pressure spring, but will do so while basically maintaining a simple construction with only one screw-type pressure spring. For this purpose, according to one possible enhancement of the invention, one or more dampers are disposed underneath the earthquake-proof component, parallel to the screw-type pressure spring. In this case, viscoelastic dampers, elastic-plastic dampers or even hydraulic dampers may be involved.
According to another embodiment of the invention, for damping the screw-type pressure spring, a type of shrink tubing made of an elastic material is disposed around this spring. Another possible embodiment is also given by the fact that the screw-type pressure spring is set up in a tank filled with a viscous damping mass. For example, silicone oil or bitumen are considered as a viscous (preferably highly viscous), i.e., freely flowing mass for filling a tank surrounding the screw-type pressure spring.
Further, an effective protection, however, can also be achieved in the case of a comparatively simple construction by embedding the screw-type pressure spring or at least one of its axial ends, preferably the axial lower end, in an elastic-plastic mass. Foamed or molded elastomers can be used with advantage for this purpose.
The invention will be explained once more in more detail below on the basis of an embodiment example. For this purpose, the arrangement of a component 1 provided with earthquake protection according to the invention is shown in
In distinction from the example shown in
Number | Date | Country | Kind |
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10 2007 040 255.6 | Aug 2007 | DE | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/DE2008/050025 | 8/12/2008 | WO | 00 | 2/23/2010 |