Self-centring and energy-dissipating seismic isolation device and system of the elastomeric-frictional type

Abstract

A self-centring and energy dissipating seismic isolation device of the elastomeric frictional-type for structures and industrial equipment comprises: first and second metal plates respectively joined, one to the structure or equipment and the other to its foundations, the first metal plate being fixed thereto and the second metal plate being rotatably joined thereto by a column; at least one elastomeric ring between the plates; and a central restrictive bar orthogonally joined to the first plate and extending through the elastomeric ring and through a central through-hole in the second plate, a nut being screwed to the free end of the bar and having a spherical curved-convex bottom in sliding contact and corresponding with a spherical curved-concave inner surface part of the central through-hole. An isolation system can comprise several of these devices and columns or just one pair of devices at the ends of a central column in combination with sliding support pillars.

Claims

1. A seismic isolation device for lightweight structures, industrial equipment or slender structures supported on foundations, wherein the device comprises a first metal plate and a second metal plate parallel to each other and a vertical axis elastomeric ring confined between both metal plates, wherein the first plate is fixedly attached between the lightweight structure, industrial equipment or slender structure and the foundations, while the second plate is fixedly attached to a straight-axis structural member or column, which is rotatably connected between the lightweight structure, industrial equipment or slender structure and the foundations, wherein the second plate has a central through-hole that is aligned with the vertical axis of the elastomeric ring, and is of a diameter uniformly decreasing in the direction of the straight-axis structural member or column to which it is attached, where the central through-hole has a narrow end, wherein the central through-hole terminates at its narrow end in a spherical curved-concave inner surface part; wherein the device further comprises a restrictive metal central bar that is fixedly and orthogonally joined at one end thereof to the first metal plate and has a thread formed at an opposite end thereof, wherein the restrictive central bar extends through a central void space of the elastomeric ring and the central through-hole of the second metal plate, past the latter, where the central through-hole has, screwed to the thread of the restrictive metal central bar, a nut having a spherical curved-convex bottom or base in sliding contact and corresponding in curvature with said spherical curved-concave inner surface part of the narrow end of the central through-hole of the second metal plate to allow controlled rotation of a rigid assembly that is formed by the second metal plate and the straight-axis structural member or column with respect to a rigid assembly that is formed by the first metal plate, the restrictive metal central bar and the nut, thus isolating the lightweight structure, industrial equipment or slender structure from the movement of its foundations when a large earthquake occurs.

2. The seismic isolation device of claim 1, wherein the first plate is fixedly attached to the foundations through a supporting pillar, while the second plate is directly attached to the lightweight structure, industrial equipment or slender structure to allow controlled rotation of a rigid assembly formed by the second metal plate and the lightweight structure, industrial equipment or slender structure with respect to a rigid assembly that is formed by the first metal plate, the restrictive metal bar and the nut together with the pillar, thus isolating the structure or equipment from the movement of its foundations when a large earthquake occurs.

3. The seismic isolation device according to claim 1, wherein the elastomeric ring is not adhered to the metal plates and it is pre-compressed between the metal plates by the nut screwed to the restrictive central bar.

4. The seismic isolation device according to claim 1, wherein the device comprises a plurality of equal and juxtaposed elastomeric rings.

5. The seismic isolation device according to claim 4, wherein the plurality of equal and juxtaposed elastomeric rings have metal spacers between the rings.

6. The seismic isolation device according to claim 1, wherein the spherical curved-concave inner surface part where the narrow end of the central through-hole of the second plate terminates is a bevelled edge of the same central through-hole.

7. The seismic isolation device according to claim 1, wherein the spherical curved-concave inner surface part where the narrow end of the central through-hole of the second plate terminates is a concentric annular projection of the second metal plate.

8. A seismic isolation system, wherein the system comprises a plurality of columns, each column having opposite ends and a seismic isolation device according to claim 1 fixedly connected by its second metal plate to each end of the column, one of the seismic isolation devices in each column being fixedly attached by its first metal plate to the foundations and the other device being fixedly connected by its first metal plate to the lightweight structure, slender structure or industrial equipment.

9. A seismic isolation system, wherein the system comprises a single central self-centring or restoring column in combination with legs or pillars supported on frictional sliders, wherein a seismic isolation device according to claim 1 is fixedly connected by its second metal plate to one end of said central restoring column and is fixedly connected by its first metal plate to one between the structure or equipment and the foundations, while at the opposite end of the central restoring column a vertically sliding ball joint is arranged attached to the other between the structure or equipment and the foundations.

Description

DESCRIPTION OF THE FIGURES

(1) FIG. 1 represents a vertical sectional elevation view of the seismic isolation device according to an exemplary embodiment of the invention when it is at rest.

(2) FIG. 2 represents a vertical sectional elevation view of the device of FIG. 1 when subject to mechanical oscillation.

(3) FIG. 3 represents a vertical sectional elevation view of an assembly formed by two devices such as those of FIG. 2 fixedly attached to a column that supports a structure on its foundations and is part of a first embodiment of seismic isolation system according to invention.

(4) FIG. 4 represents a vertical sectional elevation view of an assembly formed by a device such as that of FIG. 2 at the end of a column and a ball joint at the opposite end of the same column that are part of a second embodiment of seismic isolation system according to the invention.

(5) FIG. 5 represents an elevation view of the first embodiment of seismic isolation system according to the invention with a plurality of device and column assemblies such as those of FIG. 3 applied, by way of example, to the isolation of a wooden construction when it is in a situation of displacement due to mechanical oscillation of the foundations.

(6) FIG. 6 represents an elevation view of the second embodiment of seismic isolation system according to the invention with the device, column and ball joint assembly of FIG. 4 applied, by way of example, to the same isolation as FIG. 5.

(7) FIG. 7 represents an elevation view of an alternative application of the seismic isolation device of FIG. 1 referring to base isolation of an industrial equipment, in this case a high voltage circuit breaker.

(8) FIG. 8 is a graph representing the lateral load-displacement curve for a test carried out with the self-centring elastomeric-frictional device according to the invention.

(9) The invention is described in detail below, relating it to the figures.

DETAILED DESCRIPTION OF THE INVENTION

(10) The seismic isolating device (1) of the invention according to the example of FIGS. 1 and 2 consists of an elastomeric ring (6) confined between a first metal plate (2) and a second metal plate (3) parallel to the first (2). In the figures, the first plate (2) is in a lower position and the second plate (3) in an upper one so that said first plate (2) is fixedly attached to the foundations (not shown) while the second plate (3) is fixedly attached to a straight-axis structural member or column (not shown), which in turn is rotatably attached to the structure or equipment to be isolated (not shown). The second metal plate (3) has a central through-hole (7) that is aligned with the axis of axial symmetry of the elastomeric ring and has a diameter that decreases uniformly towards the column to which it is attached. Said hole (7) ends at its narrow end in a part of the plate (3) that has a curved-concave spherical inner surface (9), in this case a concentric annular projection (8).

(11) A restrictive metal bar (4) is fixedly and orthogonally joined at one end thereof and in threaded manner to the first plate (2) and also has a thread formed at the opposite end, or free end, thereof. The restrictive metal bar extends through the central void space (10) of the elastomeric ring (6) and through the central through-hole (7) of the second plate (3), past the latter, where it has a solid member in the form of a nut (5) screwed to the thread, the nut having a base (11) with a curved-convex spherical surface in sliding contact and having a corresponding curvature with the spherical curved-concave internal surface (9) of the annular projection (8) of the second plate (3). The nut (5) is screwed up to a certain number of turns in the thread of the restrictive metal bar, thus confining and pre-compressing the elastomeric ring (6) between the plates (2) and (3).

(12) When an earthquake of great magnitude occurs, a relative movement between the foundations and the structure is generated, which is controlled by the device, as shown in FIG. 2. Specifically, the rigid assembly formed by the second metal plate (3) and the column rotates with respect to the rigid assembly formed by the first metal plate (2), the restrictive metal bar (4) and the nut (5) in order to isolate the structure from the movement of the ground (and foundations).

(13) According to the first embodiment of a self-centring and energy-dissipating seismic isolation system of the elastomeric-frictional type according to the invention illustrated in FIGS. 3 and 5, a device (1) is arranged fixedly connected by its second metal plate to each end of a column (12), wherein one of the devices has its first metal plate fixedly attached to the foundations (13) and the other device has its first metal plate fixedly attached to the structure (14) to seismically isolate. The system carries a plurality of these assemblies of columns with two devices.

(14) According to the second embodiment of the self-centring and energy-dissipating seismic isolation system of the elastomeric-sliding type according to the invention illustrated in FIGS. 4 and 6, a device (1), which in this case fulfills a restoring or self-centring function, is arranged at one end of a column (12) and at the opposite end thereof a metal ball joint (15) is arranged. In the case shown in the figure, the device (1) is fixedly attached to the lower end of the column by its second metal plate and to the foundations (13) by its first metal plate, while the ball joint is rotatably attached to the upper end of the column and it is fixedly attached to the structure (14) to seismically isolate, but it could be the other way round. The device-column-ball joint assembly is arranged in combination with legs, pillars or other straight-axis supporting members (16) supported on friction sliders (17).

(15) The highlights of the invention are:

(16) (a) it has a self-centring effect and the elastomeric rings exert compression work and not shear work, as is the case with conventional elastomeric seismic isolation;

(17) (b) the elastomeric rings do not require vulcanization with the metallic plates that confine them since they works exclusively under compression, which reduces the cost of the device and facilitates its assembly;

(18) (c) the elastomer behaves in compression in hyper-elastic regime, producing a gradual hardening effect that acts as a displacement limiter, avoiding the use of stoppers;

(19) (d) in the first embodiment of the isolation system, the devices can resist tensile stresses, since such loads are not transferred to the elastomer, but resisted by the threaded metal bars;

(20) (e) it has the capability to withstand large deformations without any damage; and

(21) (f) the nut allows to pre-compress the elastomeric ring, thus increasing the lateral stiffness of the device to seismic loads and therefore mechanical efficiency.

(22) The isolating device proposed here is capable of absorbing large rotations, up to 200 milliradians, without metal-to-metal contact. FIG. 8 includes a graph of horizontal displacement versus horizontal force. As noted, displacements of up to 150 mm can be achieved, which is possible due to the large rotation capacity of the device.

(23) The device can be used as a seismic isolator for:

(24) (a) thin-walled stainless steel tanks with legs for storing liquids, by using the second mode of the system;

(25) (b) wooden structures up to ten stories high or industrial facilities in general in which the equipment is supported by metal columns, by using the first mode of the system (FIG. 5), or the second mode of the system (FIG. 6); and

(26) (c) directly on an industrial equipment or slender structure, as in the example of FIG. 7, where the equipment is a high voltage circuit breaker (18) and where the device (1) is fixedly connected by the first plate to the foundations through the supporting pillar (19) bolted to said foundations (13), while the second plate of the device is directly attached to the circuit breaker, without a column in between.