U.S. patent application number 15/999089 was filed with the patent office on 2021-01-28 for seismic isolator.
The applicant listed for this patent is Alberto DUSI, Tan Teng OR. Invention is credited to Alberto DUSI, Tan Teng OR.
Application Number | 20210025187 15/999089 |
Document ID | / |
Family ID | 1000005179521 |
Filed Date | 2021-01-28 |
United States Patent
Application |
20210025187 |
Kind Code |
A1 |
DUSI; Alberto ; et
al. |
January 28, 2021 |
SEISMIC ISOLATOR
Abstract
A seismic isolator comprising: a first and a second plate-like
coupling member which are arranged substantially horizontally one
spaced apart above the other; and a movable sliding-block which is
interposed between said plate-like coupling members, and rests in a
freely sliding manner on the concave bottom of a depression
realized on the exposed face of said first plate-like coupling
member; the concave bottom being provided with at least one
free-sliding area, which surrounds/flanks the stationary-standing
area and is provided with a dynamic friction coefficient greater
than that of the stationary-standing area.
Inventors: |
DUSI; Alberto; (Azzanello,
IT) ; OR; Tan Teng; (Selangor Klang, MY) |
|
Applicant: |
Name |
City |
State |
Country |
Type |
DUSI; Alberto
OR; Tan Teng |
Azzanello
Selangor Klang |
|
IT
MY |
|
|
Family ID: |
1000005179521 |
Appl. No.: |
15/999089 |
Filed: |
February 15, 2017 |
PCT Filed: |
February 15, 2017 |
PCT NO: |
PCT/IB2017/050843 |
371 Date: |
August 16, 2018 |
Current U.S.
Class: |
1/1 |
Current CPC
Class: |
E04H 9/021 20130101 |
International
Class: |
E04H 9/02 20060101
E04H009/02 |
Foreign Application Data
Date |
Code |
Application Number |
Feb 16, 2016 |
IT |
102016000015886 |
Claims
1. A seismic isolator comprising: a first and a second plate-like
coupling member which are arranged substantially horizontally one
spaced apart above the other; and a movable sliding-block which is
interposed between said plate-like coupling members, and rests in
free sliding manner on the concave bottom of a depression realized
on the exposed face of said first plate-like coupling member; the
seismic isolator being characterized in that the movable
sliding-block rests in a free sliding manner on said concave
bottom, within the perimeter of a given stationary-standing area
(6a) having an extent smaller than the overall extent of the
concave bottom; and in that the concave bottom additionally has at
least one free-sliding area which surrounds/flanks said
stationary-standing area and is provided with a dynamic friction
coefficient greater than that of the stationary-standing area; the
movable sliding-block being able to freely slide on the concave
bottom of the depression also above said free-sliding area.
2. Seismic isolator according to claim 1, characterized in that the
concave bottom has a radius of curvature substantially
constant.
3. Seismic isolator according to claim 2, characterized in that
said concave bottom is shaped substantially like a spherical dome,
and in that the stationary-standing area is located substantially
at the centre of said concave bottom.
4. Seismic isolator according to claim 3, characterized in that
said at least one free-sliding area is annular in shape and
completely surrounds the stationary-standing area.
5. Seismic isolator according to claim 1, characterized in that the
concave bottom has a plurality of free-sliding areas which
surround/flank said stationary-standing area and are provided with
a dynamic friction coefficient greater than that of the
stationary-standing area; the movable sliding-block being able to
freely slide on the concave bottom of the depression also above
said free-sliding areas.
6. Seismic isolator according to claim 5, characterized in that the
free-sliding areas are adjacent/adjoined to each other.
7. Seismic isolator according to claim 5, characterized in that the
value of the dynamic friction coefficient increases as the distance
of the free-sliding area from the stationary-standing area
raises.
8. Seismic isolator according to claim 1, characterized in that the
movable sliding-block rests in free sliding manner also on the
exposed face of said second plate-like coupling member.
9. Seismic isolator according to claim 1, characterized in that the
movable sliding-block is rigidly integral with said second
plate-like coupling member.
10. Seismic isolator according to claim 1, characterized in that
said first plate-like coupling member is made of metal material
and/or in that said second plate-like coupling member is made of
metal material.
11. Seismic isolator according to claim 1, characterized in that
said movable sliding-block is made of metal material or plastic
material or composite material.
12. Seismic isolator according to claim 1, characterized in that
said first plate-like coupling member is adapted to be stably
anchored to the ground or to another supporting surface, and in
that said second plate-like coupling member is adapted to be stably
anchored beneath the superstructure of the building or other body
to be seismically isolated.
Description
TECHNICAL FIELD
[0001] The present invention concerns a seismic isolator.
[0002] In greater detail, the present invention concerns a seismic
isolator for small buildings, use to which the following discussion
will make explicit reference without losing in generality.
BACKGROUND ART
[0003] As is known, seismic isolators are devices which are usually
interposed between the foundation basement and the superstructure
of the building, and are structured so as to reduce and at least
partially dissipate the mechanical stresses which are transmitted
to the superstructure of the building during seismic events.
[0004] The seismic isolators currently on the market are basically
divided into two categories: elastomeric-type seismic isolators and
pendular or "sliding" seismic isolators.
[0005] The elastomeric-type seismic isolators are basically made up
of two coupling plates made of metal material, which are arranged
horizontally and spaced one above the other; and of a large block
of elastomeric material, which is interposed between and securely
attached/anchored to both the coupling plates, and incorporates
inside itself a series of metal sheets arranged horizontally and
spaced above one another.
[0006] The lower coupling plate is structured so as to rest on and
be stably anchored to the foundation basement of the building,
while the upper coupling plate is structured so as to stably
anchored underneath the superstructure of the building.
[0007] The block of elastomeric material is able to deform in
presence of horizontal shear stresses, thus allowing the upper
coupling plate to move horizontally with respect to the lower
coupling plate, consequently modifying the dynamic behaviour of the
isolated structure.
[0008] Sliding seismic isolators, on the other hand, are basically
made up of two coupling plates made of metal material, which are
arranged in horizontal position spaced one above the other; and of
a large intermediate movable sliding-block which has a
substantially non-deformable structure and rests in free sliding
manner on both the coupling plates.
[0009] In greater detail, the intermediate sliding-block rests in
free sliding manner on the concave bottom of a large
lenticular-shaped depression which is formed in the centre of the
exposed face of the upper and/or lower coupling plate.
[0010] Also in this case the lower coupling plate is structured so
as to be stably anchored resting on the foundation basement of the
building, while the upper coupling plate is structured so as to be
stably anchored underneath the base of the superstructure of the
building.
[0011] During the seismic event, the sliding seismic isolator
allows the superstructure of the building to move freely in a
horizontal direction with pendular movement, dissipating by
friction a part of the seismic energy. At the end of the seismic
event, instead, the concave profile of the bottom of the depression
allows self-centring of the superstructure of the building on the
foundation.
[0012] Unfortunately, although offering a high capacity of
absorbing seismic waves, the elastomeric-type seismic isolators
have an unstable behaviour in the presence of relatively reduced
vertical loads, like those typical of a small building, therefore
they are not suitable for isolating these types of buildings.
[0013] The sliding seismic isolators, on the other hand, are
generally too costly to be used in small buildings, and furthermore
they do not offer the same performance as the elastomeric-type
seismic isolators.
DISCLOSURE OF INVENTION
[0014] Aim of the present invention is to provide a sliding seismic
isolator with better performance than those currently known, and
which is also cheaper to produce.
[0015] In compliance with the above aims, according to the present
invention there is provided a seismic isolator as defined in claim
1 and preferably, though not necessarily, in any one of the
dependent claims.
BRIEF DESCRIPTION OF THE DRAWINGS
[0016] The present invention will now be described with reference
to the accompanying drawings, which illustrate a non-limiting
embodiment example thereof, in which:
[0017] FIG. 1 is a partially exploded perspective view of a seismic
isolator realized according to the teachings of the present
invention;
[0018] FIG. 2 is a section view of the seismic isolator shown in
FIG. 1, with parts removed for clarity; whereas
[0019] FIG. 3 is a section view of a second embodiment of the
seismic isolator shown in FIG. 1, with parts removed for
clarity.
BEST MODE FOR CARRYING OUT THE INVENTION
[0020] With reference to FIGS. 1 and 2, number 1 denotes as a whole
a seismic isolator adapted to be interposed between the
superstructure of a building and the foundation basement or other
substructure of the same building, so as to significantly reduce
the stresses transmitted to the superstructure of the building
during seismic events.
[0021] Obviously, the seismic isolator 1 can also be interposed
between the base of a marble statue and the supporting plane
underneath, between the deck and the piers of a bridge, or between
the ground resting feet of a large object (for example a large high
voltage transformer) and the underlying reinforced concrete base,
again in order to significantly reduce the mechanical stresses
transmitted to the statue or to the large object during seismic
events.
[0022] With reference to FIGS. 1 and 2, the seismic isolator 1
comprises: a first substantially non-deformable, plate-like
coupling member 2 which extends horizontally and is adapted to be
arranged with its lower face 2b stably resting on the ground or
other supporting plane; a substantially non-deformable, movable
sliding-block 3 which rests in free sliding manner on the exposed
upper face 2a of the plate-like member 2; and a substantially
non-deformable, second plate-like coupling member 4 which extends
horizontally spaced above the plate-like member 2, is adapted to be
arranged with its upper face 4b stably resting underneath the body
to be seismically isolated, and lastly rests in free sliding manner
on the top of the sliding-block 3.
[0023] In other words, plate-like members 2 and 4 are arranged in a
substantially horizontal position spaced one above the other, and
the movable sliding-block 3 rests in free sliding manner on surface
of the exposed upper face 2a of plate-like member 2 and on surface
of the exposed lower face 4a of plate-like member 4.
[0024] In greater detail, the lower plate-like member 2 is
preferably made of metal material, and is preferably structured to
be rigidly anchored on and in abutment with the foundation basement
P or other substructure of the building to be seismically
isolated.
[0025] Similarly, the upper plate-like member 4 is preferably made
of metal material, and is preferably structured to be rigidly
anchored in abutment beneath the superstructure (not shown) of the
building to be seismically isolated.
[0026] Likewise to plate-like members 2 and 4, also the movable
sliding-block 3 is preferably made of metal material.
[0027] In greater detail, in the example shown, the plate-like
member 2 and/or the sliding-block 3 and/or the plate-like member 4
is/are preferably made of steel. Preferably the resting surfaces of
the sliding-block 3 are furthermore covered with a layer of Teflon
(polytetrafluoroethylene) or other similar material.
[0028] In a different embodiment, however, the sliding-block 3
could be made of high-strength plastic or composite material. For
example, the sliding-block 3 could be made of reinforced rubber and
optionally have the resting surfaces coated in Teflon or other
similar material.
[0029] With reference to FIGS. 1 and 2, in particular, the exposed
upper face 2a of plate-like member 2 is provided, preferably in a
substantially central position, with a broad depression 5 which has
a concave bottom 6 with radius of curvature R preferably
substantially constant; and the sliding-block 3 rests in free
sliding manner on the concave bottom 6 of the depression 5, within
the perimeter of a given stationary-standing area/zone 6a which has
an extent smaller than the overall extent of the concave bottom 6
and is preferably located at the point in which the depth of the
depression 5 is maximum.
[0030] In other words, the movable sliding-block 3 is preferably
arranged resting on the concave bottom 6 of the depression 5 in a
position of stable equilibrium.
[0031] Preferably the lower part 3a of movable sliding-block 3
further has a shape locally substantially complementary to that of
the concave bottom 6 of depression 5.
[0032] With reference to FIGS. 1 and 2, in the example shown, in
particular, the depression 5 present on the exposed upper face 2a
of plate-like member 2 is substantially lenticular in shape.
[0033] In greater detail, the concave bottom 6 of depression 5 is
preferably shaped substantially like a spherical dome, and the
lower part 3a of movable sliding-block 3 has a shape complementary
to that of the resting point on the concave bottom 6.
[0034] In other words, the movable sliding-block 3 rests on the
concave bottom 6 of depression 5 with a resting surface 3a shaped
substantially like a spherical dome having a radius of curvature
substantially equal to the radius of curvature R of the concave
bottom 6.
[0035] Preferably the stationary-standing area 6a furthermore is
substantially circular in shape and is preferably located
substantially in the centre of the concave bottom 6 of depression
5.
[0036] With reference to FIGS. 1 and 2, in addition the concave
bottom 6 of depression 5 also has one or more free-sliding areas
that surround/flank the stationary-standing area 6a and have a
dynamic friction coefficient greater than that specific of the
stationary-standing area 6a; and the movable sliding-block 3 is
able to slide freely on the concave bottom 6 of depression 5 also
above said free-sliding areas.
[0037] Preferably the value of the dynamic friction coefficient
increases as the distance of the free-sliding area from the
perimeter of the stationary-standing area 6a raises.
[0038] With reference to FIGS. 1 and 2, in the example shown, in
particular, the concave bottom 6 of depression 5 preferably has two
annular-shaped free-sliding areas 6b and 6c, which are concentric
to each other and completely surround the stationary-standing area
6a.
[0039] Free-sliding area 6b completely surrounds the
stationary-standing area 6a, and has a dynamic friction coefficient
preferably ranging from 110% to 130% of the dynamic friction
coefficient specific of the stationary-standing area 6a.
[0040] Free-sliding area 6c completely surrounds the free-sliding
area 6b, and has a dynamic friction coefficient preferably ranging
from 130% to 150% of the dynamic friction coefficient specific of
the stationary-standing area 6a.
[0041] Preferably the free-sliding areas 6b and 6c are also
adjoined/adjacent to each other.
[0042] In greater detail, assuming that plate-like member 2 and
movable sliding-block 3 are preferably made of steel and that the
steel-steel dynamic friction coefficient at the stationary-standing
area 6a is equal to approximately 0.42, the free-sliding area 6b
has a dynamic friction coefficient preferably ranging from 0.44 to
0.54. The free-sliding area 6c, on the other hand, has a dynamic
friction coefficient preferably ranging from 0.54 to 0.63.
[0043] With reference to FIGS. 1 and 2, in the example shown, in
particular, the plate-like member 2, the movable sliding-block 3
and the plate-like member 4 preferably consist of an equal number
of monolithic blocks made of high-strength steel.
[0044] Preferably the plate-like member 2 is moreover structured so
as to be stably anchored to the ground, or better to the foundation
basement P of the building, by means of a series of anchoring bolts
7 or other mechanical anchoring elements of known type.
[0045] With reference to FIG. 2, the surface of concave bottom 6
corresponding to the free-sliding area 6b is preferably coated with
a layer of cast iron 8. The surface of concave bottom 6
corresponding to the free-sliding area 6c, on the other hand, is
preferably coated with a layer of semi-metallic carbon ceramic
material 9.
[0046] Alternatively, at the free-sliding areas 6b and/or 6c, the
surface of concave bottom 6 may be sandblasted or surface-machined
so as to locally increase the roughness of the surface, thus
increasing the steel-steel dynamic friction coefficient.
[0047] With reference to FIGS. 1 and 2, similarly to the exposed
face 2a of plate-like member 2, the exposed lower face 4a of
plate-like member 4 is preferably provided, in a substantially
central position, with a broad depression 12 having a substantially
horizontal flat bottom 13; and the upper end 3b of movable
sliding-block 3 rests in free sliding manner on the flat bottom 13
of depression 12.
[0048] Preferably the upper end 3b of movable sliding-block 3
moreover rests on the flat bottom 13 of depression 12 inside the
perimeter of a given stationary-standing area/zone 13a that has an
extent smaller than the overall extent of flat bottom 13, and is
preferably located in the centre of the exposed face 4a of
plate-like member 4; and the movable sliding-block 3 is able to
slide freely on the flat bottom 13 of depression 12 also outside
the stationary-standing area/zone 13a.
[0049] With reference to FIGS. 1 and 2, likewise plate-like member
2, in the example shown the plate-like member 4 preferably consists
of a monolithic block made of high-strength steel, and is
preferably structured to be stably anchored beneath the large body
to be seismically isolated by means of a series of anchoring bolts
14 or other mechanical anchoring elements of known type.
[0050] Operation of seismic isolator 1 is easily inferable from the
above description and does not require further explanations.
[0051] The advantages connected to the particular structure of
seismic isolator 1 are remarkable.
[0052] Computer simulations have highlighted that, due to the
free-sliding areas 6b, 6c with increased dynamic friction
coefficient, the seismic isolator 1 is able to dissipate much more
seismic energy than a traditional pendular seismic isolator, with
all the ensuing advantages.
[0053] In addition, seismic isolator 1 has particularly restrained
production costs and is therefore suitable for installation on
small buildings.
[0054] Clearly modifications and variations can be lastly made to
seismic insulator 1 without however departing from the scope of the
present invention.
[0055] For example, the depression 5 having the concave bottom 6
could be realized on the exposed face 4a of upper plate-like member
4.
[0056] Or the depression 12 present on the exposed face 4a of upper
plate-like member 4 could have a concave bottom with substantially
constant radius of curvature.
[0057] With reference to FIG. 3, furthermore, in a more
sophisticated embodiment the upper plate-like member 4 could
comprise: two metallic plates 15 and 16 arranged in a substantially
horizontal position, spaced one above the other; and an
intermediate layer of elastomeric material 17 of suitable thickness
which is interposed between and securely attached/anchored to the
surface of metallic plates 15 and 16.
[0058] The upper metallic plate 15 is structured to be stably
anchored beneath the superstructure of the building (not shown) or
another large object to be seismically isolated.
[0059] The lower metallic plate 16 rests in free sliding manner on
the upper part 3b of movable sliding-block 3.
[0060] In a less sophisticated embodiment, moreover, the movable
sliding-block 3 may be rigidly integral with the exposed face 4a of
upper plate-like member 4.
[0061] Lastly, the plate-like member 2 and/or the plate-like member
4 may consist of a preformed metal sheet with reduced thickness,
cast on a block of epoxy resin or cement.
[0062] In other words, also the plate-like member 2 and/or the
plate-like member 4 could be made of composite material.
* * * * *