Support structure comprising a shock absorbing pillar

Abstract

The invention provides a support structure (10) comprising at least one cylindrical pillar (16) of vertical main axis, having a bottom end (16i) that is connected to the ground (14) and a top end (16s) connected to a component to be supported; the support structure being characterized in that the pillar (16) includes at least one helical slot (20) coaxial about the main axis of the pillar (16).

Claims

1. A support structure for absorbing vibrations generated during a seismic shock, the support structure comprising at least one cylindrical pillar of vertical main axis, having a bottom end that is connected to the ground and a top end connected to a component to be supported, wherein the pillar includes at least one helical slot coaxial about the main axis of the pillar, wherein the pitch of said at least one helical slot varies over the entire axial length of the slot, and wherein the at least one helical slot is configured to allow the at least one cylindrical pillar to deform elastically for attenuating vibrations produced during the seismic shock.

2. A support structure according to claim 1, wherein the width of said at least one helical slot is constant over the entire axial length of the slot.

3. A support structure according to claim 1, wherein the width of said at least one helical slot varies over the entire axial length of the slot.

4. A support structure according to claim 1, wherein the pillar includes a plurality of helical slots that are axially offset.

5. A support structure according to claim 1, wherein at least one end of said at least one helical slot opens out into a rounded hole.

6. A support structure according to claim 1, wherein at least one end of said at least one helical slot opens out at a top or bottom end of the pillar.

7. A support structure according to claim 1, wherein it comprises a plurality of pillars that are parallel.

Description

BRIEF DESCRIPTION OF THE DRAWING

(1) FIG. 1 is a diagram showing a support structure of the invention comprising a single vertical pillar and including one helical groove; and

(2) FIG. 2 is a diagram showing a plurality of parallel pillars including a pillar with two helical grooves and a pillar with a helical groove of varying pitch and width.

DETAILED DESCRIPTION OF PARTICULAR EMBODIMENTS

(3) FIG. 1 shows a support structure 10 for a component such as for example a support structure for medium-, high-, or very high-voltage switchgear.

(4) The structure 10 mainly comprises a support base 12 that is fastened to the ground 14, at least one pillar 16 of vertical main orientation, having its bottom end 16i fastened to the base 12 and a support plate 18 fastened to the top end 16s of the pillar 16, on which the component to be supported is fastened.

(5) The pillar 16 consists in a cylindrical tubular element, e.g. of circular section.

(6) In a variant embodiment, the structure 10 comprises a plurality of parallel pillars 16 distributed horizontally between the base 12 and the support plate 18, which pillars are distributed at the vertices of a polygon such as a triangle of a square, for example.

(7) The pillar 16 includes a helical slot 20 that extends coaxially about the main axis A of the pillar 16. This helical slot 20 provides the pillar 16 with the capacity to deform elastically at least in the axial direction. Preferably, the helical slot imparts both vertical and horizontal resilience to the pillar 16, making it possible for the pillar to deform in all directions.

(8) By deforming elastically, the pillar 16 is thus capable of attenuating certain vibrations produced during a seismic shock.

(9) The helical slot 20 is defined by a pitch 22 and a width 24 of the helical slot 20, measured axially. The pitch 22 and the width 24 of the helical slot 20 are defined as a function of each of the resonant frequencies defined by the unit constituted by the structure 10 and the element supported by the structure 10.

(10) In the embodiment shown, the pillar 16 includes a single helical slot 20 of pitch 22 and width 24 that are constant.

(11) In a variant embodiment (FIG. 2), the pillar includes a plurality of slots 20a, 20b that are axially offset relative to one another.

(12) In another variant embodiment (FIG. 2), the pitch 22a of the helical slot 20 varies along the main axis A of the pillar 16.

(13) Also, in another variant embodiment (FIG. 2), the width 24a of the helical slot 20 varies along the main axis A of the pillar 16.

(14) In another aspect of the helical slot 20, at least one of its ends 20i, 20s opens out at an associated end 16i, 16s of the pillar 16 (FIG. 2).

(15) In a variant, at least one end of the helical slot 20 is situated axially at a distance from the associated end 16i, 16s of the pillar 16 and it opens out into an orifice 30i, 30s of rounded shape that is formed in the pillar 16 (FIG. 2). The purpose of the orifice 30i, 30s is to limit stress concentration at said end of the helical slot 20.

(16) It should be understood that each variant embodiment of the pillar 16 may be implemented alone or in combination.

(17) Thus, each slot 20 may have at least one portion having pitch 22 and/or width 24 that are variable and at least one other portion having pitch 22 and/or width 24 that are constant.

(18) The same applies when the pillar 16 includes a plurality of slots 20, the slots 20 being suitable for being made in different ways, so as to impart the desired vibration-absorbing properties to the structure 10.