FR2665211A1 - Earthquake-resistant system "SATURNE" - Google Patents

Earthquake-resistant system "SATURNE" Download PDF

Info

Publication number
FR2665211A1
FR2665211A1 FR8916845A FR8916845A FR2665211A1 FR 2665211 A1 FR2665211 A1 FR 2665211A1 FR 8916845 A FR8916845 A FR 8916845A FR 8916845 A FR8916845 A FR 8916845A FR 2665211 A1 FR2665211 A1 FR 2665211A1
Authority
FR
France
Prior art keywords
sphere
seismic system
rollers
spherical
ribs
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
FR8916845A
Other languages
French (fr)
Other versions
FR2665211B1 (en
Inventor
Emmanuel-Emile Michel
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
EMMANUEL EMILE MICHEL
Original Assignee
EMMANUEL EMILE MICHEL
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by EMMANUEL EMILE MICHEL filed Critical EMMANUEL EMILE MICHEL
Priority to FR8916845A priority Critical patent/FR2665211B1/en
Publication of FR2665211A1 publication Critical patent/FR2665211A1/en
Application granted granted Critical
Publication of FR2665211B1 publication Critical patent/FR2665211B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/023Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

Earthquake-resistant system for protecting oneself and for protecting dwellings and buildings from earth tremors. The invention relates to a mechanism with which it is possible to support in space, without direct contact with the ground, the type of construction in question. The invention consists of a large metal sphere (1), an inner sphere (2) concentric with (1), these spheres being integral with a vessel (3) with, in its base, lead or cast iron covers (4), the vessel being filled with concrete, the assembly constituting the "ballast". The inside of the sphere (1) is strengthened by a metal framework in the gap (5), a radial framework (7) bearing on a central sphere (8), planetary rollers (6), and satellites (17), in their cage (18), in ribs (9), (11), and (13), supporting on (1), the floor (15), at a distance from the ground. Provided in the floor (15) are openings and pockets (16) for retractable stairways (26), jacks (27), lift cages (28), ducts and channels, (14), (30), (31), (32). The sphere (1) has its bearing point on a flat surface area (12) or on a spherical shell (19) which is movable on spherical rollers (20) and (21).

Description

La présente invention concern ut système anti- sismique,s'opposant aux risques et danger d'écroulement,d'habitations et d'immeubles, face aux effets destructeurs des trem-blements de terre.The present invention relates to an anti-seismic system, opposing the risks and danger of collapse, of dwellings and buildings, faced with the destructive effects of earthquakes.

Le problème posé,le plus important,et le plus urgent a résoudre,est celui de la sécurité des habitants,de la stabilité des constructions habitées,des ouvrages d'art(po@ts,tobogans...),et d'apporter une so -lution plus économique,et adéquate dans la mise en oeuvre des fonda -tions profondes,(semelles filantes ou isolées,piliers,poteaux,puits, paroi verticales,pieux...)et dent le coût important serait diminué,en remplaçant ces types de fondations,et adaptant au système anti-sismique selon l'invention,une fondation compacte,d'un seul bloc,où la base d'ap@ d'appui du système anti-sismique selon l'invention,réduite(la base),à un point de contact-sans liaison,assure une mobilité an- systeme,lui permettant de neutraliser et dtabsorber les effets destructeurs des secousses des tremblements de terre,qui causent de trés nombreuses victimes humaines,animales et dégats materiels.The problem posed, the most important, and the most urgent to solve, is that of the security of the inhabitants, the stability of the inhabited constructions, the structures (po @ ts, tobogans ...), and to bring a more economical solution, and adequate in the implementation of deep foundations (shooting or insulated footings, pillars, posts, wells, vertical walls, piles ...) and tooth the significant cost would be reduced, replacing these types of foundations, and adapting to the anti-seismic system according to the invention, a compact, self-contained foundation, where the base of ap @ of support of the anti-seismic system according to the invention, reduced (the base), at a point of contact-without connection, provides anystem mobility, allowing it to neutralize and absorb the destructive effects of the tremors of earthquakes, which cause very many human, animal and material damage victims.

Le systeme anti sy@mique selon l'invention,comporte en première caracté- ristique,une grande sphère,creuse, en acier;cette sphère est en équilibre
stable,ou indifférent,selon sa mobilité,dans une cuvette de forme sphérique,ou sur un plan horizontal.
The anti-sy @ mic system according to the invention comprises, as a first characteristic, a large hollow sphere made of steel; this sphere is in equilibrium
stable, or indifferent, depending on its mobility, in a spherical bowl, or on a horizontal plane.

Cette grande sphère,interieurement,possède ur lest tres lourd, avec un
centre de gravité trés bas,qui en se redressant, fait revenir la sphère à son point initial
Sur la sphère,sont posées de puissantes et solides nervures,éposant la
surface externe de la sphère;ces nervures, charpentes métalliques,ou bien,
éléments massifs selon, sont prévu(es)avec des galets sphériques en acier,
tournant librement,à l'interieur d'un réseau d'autres galets de diamètre plus petit.
This large sphere, internally, has a very heavy ballast, with a
very low center of gravity, which straightens, brings the sphere back to its original point
On the sphere, are placed powerful and solid ribs, exposing the
outer surface of the sphere; these ribs, metal frames, or
massive elements according to, are provided with steel spherical rollers,
freely rotating, inside a network of other rollers of smaller diameter.

Les nervures renforcées par leurs gousset respectif,reçoivent un plancher
conçu et calculé,pour soute-nir les étages succéssifs de l'immeuble,qui,ce
derrier n'ettant pas en contact avec le sol,gravite autour de la sphère,
tel un anneau,qui est à l'image du- titre de l'invention;tout l'ensemble;
lors d'une ou plusieurs secousses sismiques,prend un mouvement de trans -lation dans l'espace,l'ensemble soutenu a distance da sol,par la sphère
faiblement mobile sur son bloc de gros béto@,constituant la fondation.
The ribs reinforced by their respective gusset, receive a floor
designed and calculated to support the successive floors of the building, which
behind not contacting the ground, gravitates around the sphere,
like a ring, which is in the image of the title of the invention; the whole assembly;
during one or more earthquakes, takes a trans-inflation movement in space, the whole supported at a distance from the ground, by the sphere
weakly mobile on its large block of beta @, constituting the foundation.

(Remarque;pour rendre clair le dessin de le figure 2 ,une seule nervure(13)
est représentée en pointillé)..
(Note; to make the drawing in Figure 2 clear, a single rib (13)
is shown in dotted lines).

La figure I,représente,en vue coupée,les principales caractéristiques du système anti-sismique,posé sur son plan horizontal,ainsi que la figure 3; la figure 2,représente, coupé diamétralement,vu en plan,le système anti sismique avec d'autres caractéristiques, ainsi que la figure 3,représentée coupée,sur les galets(6),sphériques superieurs.Figure I shows, in cut view, the main characteristics of the anti-seismic system, placed on its horizontal plane, as well as Figure 3; 2 shows, diametrically cut, seen in plan, the anti-seismic system with other characteristics, as well as Figure 3, shown cut, on the rollers (6), upper spherical.

En se référant à ces dessins,le système anti-sismique,comporte,une grande sphère(I),métallique,une autre sphère(2) interne concentrique,les deux sphères solidaires à un lest(3),sa trouvant en dessous du centre sphérique,le lest(3) cuve cylindrique,contenant dans son fond des chapes(4) de plomb ou en fonte, le tomt rempli et recouvett de gros béton;l'espace existant entre les deux parois sphériques,cet espace(5), est réservé pour des croisillons,ou des cellules métalliques,absorbant les forces des galets(6),qui s'appuient sur la surface(I) externe de la grande sphère(I),qui porte l'ensemble.Referring to these drawings, the anti-seismic system comprises, a large metallic sphere (I), another internal concentric sphere (2), the two spheres integral with a ballast (3), located below the center spherical, the ballast (3) cylindrical tank, containing in its bottom screeds (4) of lead or cast iron, the tomt filled and covered with large concrete; the space existing between the two spherical walls, this space (5), is reserved for braces, or metal cells, absorbing the forces of the rollers (6), which are supported on the external surface (I) of the large sphere (I), which carries the assembly.

Schématisée en pointillé,une charpente(7) radiale,aboutissant,ou partant d'un noyeau(8) sphérique central;voir sur figure 6 les chapes(4).Schematically shown in dotted lines, a radial frame (7), terminating in, or starting from a central spherical core (8); see in figure 6 the yokes (4).

De puissantes nervures(9),raidies et renforcées par leur gousset(10), respectif,ces nervures sont reliées entre-elles par des arcs(11),réguliers en métal massif,sur lesquels s'appuient aussi,quatre autres nervures(13), l'ensemble conférant une solide structure.Powerful ribs (9), stiffened and reinforced by their respective gusset (10), these ribs are interconnected by arcs (11), regular in solid metal, on which also four other ribs (13 ), the whole conferring a solid structure.

Le système anti-sismique,selon l'invention,repose sur une plate-forme(12) circulaire,en acier,scéllée dans son radier(23),en béton armé,la forme de ce radier ayant celle d'un gros bulbe sphérique,ou en tronc de cone.The anti-seismic system, according to the invention, rests on a circular platform (12), of steel, sealed in its raft (23), of reinforced concrete, the shape of this raft having that of a large spherical bulb. , or in a cone trunk.

Des réservations(14),######e en extrémité du système sont prévues.sur toute la circonférence de la couronne,porteuse du plancher(15) principal;des réservations(14),pour l@ passage de gaines et conduites d'évacuation(30) des eaux usées;sur le plancher(15),sont prévues d'autres réservations et trémies(16),pour le passage des esoaliers(26)escamotables,de vérins(27) télescopiques,stabilisateurs et amortisseurs d'oscillations; trémies pour cages d'ascenseur(28),reliant les étages au sol,la figure 8,schématise cette descriptiono
Les figures 9 et 10,représentent,en vue coupée et en plan,la ouvette(19) partie de sphère en acier,reposant librement,sur des galets(20)et(21),eux aussi en acier,prisonniers et roulant dans une cage(22) commune,
scellée dans un gros m-assif(23) en béton armé, constitué par uzr radier.
Reservations (14), ###### e at the end of the system are provided. Over the entire circumference of the crown, carrying the main floor (15); reservations (14), for the passage of ducts and pipes evacuation (30) of waste water; on the floor (15), are provided other reservations and hoppers (16), for the passage of esoaliers (26) retractable, telescopic cylinders (27), stabilizers and shock absorbers 'oscillations; hoppers for elevator shafts (28), connecting the floors to the ground, Figure 8, schematizes this description
Figures 9 and 10 show, in cut and plan view, the small opening (19) part of a steel sphere, resting freely, on rollers (20) and (21), also made of steel, prisoners and rolling in a common cage (22),
sealed in a large reinforced concrete m-assif (23), formed by uzr radier.

La cuvette (19),est solidement maintenue par des chaînes(24),non tendues et fixées à la cage(22);un joint(25) en caoutchouc-mousse on similaire encercle l'ensemble.La figure(7),schématise,les mouvements de bascule de la sphère(I) et de son lest(3),opposés aux secousses sismiques. The bowl (19) is securely held by chains (24), not stretched and fixed to the cage (22); a seal (25) made of foam-rubber or similar surrounds the assembly. Figure (7), schematizes , the rocking movements of the sphere (I) and its ballast (3), opposite to the earthquakes.

Le système anti-sismique,selon l'invention,implique le choix d'une
fondation,résistante, simple, de facilité et rapidité de mise en oeuvre
du béton coulé,sans coffrate,directement dans l'excavation,dont la
forme la plus simple et la plus rationnelle, correspondra à celle que l'on doit donner au radier(23),soit une fondation la plus économique
(d'aprés la classifibation du terrain et du sol,un drainage par gros moellons,ou puisard peuvent etre imposés).
The anti-seismic system according to the invention involves the choice of a
foundation, resistant, simple, easy and quick to install
poured concrete, without formwork, directly into the excavation, the
simplest and most rational form, will correspond to that which one must give to the raft (23), that is to say a most economic foundation
(according to the classification of the ground and the ground, a drainage by big rubble stones, or sump can be imposed).

Lors de la mise en oeuvre du radier(23),on procède à la pose,et au
scellement parfaitement de niveau,dans le béton frais, de la cage(22)
avec ses galets(20)et(21),sur lesquels,la cuvette(19) s'appuis,maintenue par des tronçons de- grosses chaînes(24),ceci est la première phase de la réa -lisation. (Remarque;il y a autant de chaines,qu'il y a de gros galets(20 ).
During the implementation of the raft (23), the installation is carried out, and
perfectly level sealing in fresh concrete of the cage (22)
with its rollers (20) and (21), on which the bowl (19) is supported, maintained by sections of large chains (24), this is the first phase of the realization. (Note; there are as many chains as there are large rollers (20).

La phase suivante du mode de réalisationrest la construction,sur place par éléments, assemblés respectivement entre-eux;successivement,sur la
calote sphérique(19),on construit le système anti-sismique,selon l'in
-vention,par sa stucture métallique, dans une coordination de ses parties
référencées à ses éléments principaux,tels,au départ une partie de la grande
sphère(1), la mise en place des chapes(4) en plomb ou fonte,de la
cuve(3),ensuite remplie de son lest;;vient la réalisation des autres
éléments liés entre-eux,telles la sphère(2) interne,le charpente à croi
sillons,ou cellules,dans l'espace(5),charpente radiale(7),et la petite
sphère(8) centrale.
The following phase of the embodiment rests the construction, on site by elements, assembled respectively between them; successively, on the
spherical cap (19), we build the anti-seismic system, according to the in
-vention, by its metallic structure, in a coordination of its parts
referenced to its main elements, such, initially part of the great
sphere (1), the installation of the screeds (4) in lead or cast iron,
tank (3), then filled with its ballast ;; comes the realization of the others
elements linked to each other, such as the internal sphere (2), the frame
grooves, or cells, in space (5), radial framework (7), and the small
central sphere (8).

La dernière phase,pour la réalisation,est la mise en place des nervures(9)
et (13),avec leurs gros galets(6) sphériques,pré-montés dans leur logement
respectif,le montage des éléments, se fait a partir des quatre nervures(95
ayant leur gousset(10) curviligne,en reliant l'ensemble,avec les aros(11), le tout solidement structuré,par l'ossature circulaire du plancher (i 5); ; les nervures(9) et (13),sont prévues et fabriquées,chacune,en deux ou
trois tronçons,ou plusieurs tronçons selon,qui avec leurs point d'arti
-culation,permet le transport avec un encombrement réduit,et facilite le montage,en déployant les tronçons des nervures(9) et (13),à l'aide
de cables,poulies,actionnés par un treuil,l'ensemble de la structure nervurée,est vér@uillé au sommet et ses divers points d'articulation.
The last phase, for the realization, is the installation of the ribs (9)
and (13), with their large spherical rollers (6), pre-mounted in their housing
respective, the mounting of the elements is done from the four ribs (95
having their curvilinear gusset (10), connecting the assembly, with the aros (11), the whole solidly structured, by the circular framework of the floor (i 5); ; the ribs (9) and (13), are provided and manufactured, each in two or
three sections, or several sections depending, which with their point of articulation
-culation, allows transport with a reduced bulk, and facilitates assembly, by deploying the sections of the ribs (9) and (13), using
cables, pulleys, actuated by a winch, the whole ribbed structure, is locked at the top and its various points of articulation.

Les aros(II),peuvent aussi,etre réalisés en deux ou plusieurs éléments.Aros (II) can also be made in two or more elements.

Le système anti-sismique,selon l'invention,peut aussi etre appliqué indus
-triellement dans la construction,des ponts,tobogans,et autres ouvrages...
The anti-seismic system according to the invention can also be applied unduly
- mainly in construction, bridges, slides, and other works ...

La figure 4 et la figure 5,représentent respectivement les vues coupées sur le dispositif de roulement,s'appuyant sur la sphère(1),dispositif identique,prévu,à chacune des nervures,(9) et (13).Figure 4 and Figure 5, respectively represent the views cut on the rolling device, based on the sphere (1), identical device, provided, to each of the ribs, (9) and (13).

se se référant à ces dessins 4 et 5,le dispositif comporte un galet sphèrique(6) planetaire,placé à l'interieur de ses galets sphériques(17), satellites,ces derniers retenus,mais mobiles dans leur cage(18)commune, l'ensemble,pris dans la nervure considerée.  referring to these drawings 4 and 5, the device comprises a planetary spherical roller (6), placed inside its spherical rollers (17), satellites, the latter retained, but mobile in their common cage (18), the whole, taken in the considered rib.

a 5 figure 6 représente,l'ensemble du- système anti-sismique selon l'invention;initialement,la sphère(1),a son point d'appui K,au centre de la cuvette(19),en équilibre,avec toute la masse de la srtucture qu'elle supporte,immeuble cornpris,au dessus du sol.  a 5 figure 6 represents, the whole of the anti-seismic system according to the invention; initially, the sphere (1), at its fulcrum K, in the center of the bowl (19), in equilibrium, with any the mass of the structure that it supports, building included, above the ground.

Pour centrer,d'éventuels moments de force,(CHARGES D'EXPLOITATION,SUR
CHARGE(NEIGE),ou action du vent,qui pouraient impliquer qeulques legers mouvements d'oscillation à l'ensemble,de puissants vérins(27) télesco -piques,hydrauliques,en contact avec le sol,assurent et procèdent à un équilibre parfait du système anti-sismique selon l'invention,et de l'immeuble porté.
To center, possible moments of force, (OPERATING CHARGES, ON
LOAD (SNOW), or action of the wind, which could imply only a few slight oscillating movements to the assembly, powerful telescopic, hydraulic cylinders (27), in contact with the ground, ensure and carry out a perfect balance of the anti-seismic system according to the invention, and of the building carried.

Lors d'une secousse,ou de plusieurs secousses sismiques,plus ou moins violentes,la grande sphère(I) porteuse,accuse un mouvement de bascule, dont l'amplitude de l'oscillation est inversement proportionnelle,à l'intensité des secousses sismiques,et la sphère(I),et tout ce qu'elle porte,ont un amortissement tres rapide des oscillations.During a shock, or several more or less violent earthquakes, the large carrier sphere (I) shows a rocking movement, the amplitude of the oscillation of which is inversely proportional, to the intensity of the earthquakes , and the sphere (I), and all that it carries, have a very fast damping of the oscillations.

Sur les dessins,référencés,aux figures,1,2,6,7,11,les flèches avec leur indice" S ",indiquent le sens de la "secousse sismique",simultanément opposéé au mouvement de la grande sphère et de son ensemble porté;les mouvements de sens opposé aux secousses sismiques, sont représentés par des flèches, droites et courbes respectives d'indice"O".On the drawings, referenced in the figures, 1,2,6,7,11, the arrows with their index "S", indicate the direction of the "earthquake", simultaneously opposed to the movement of the large sphere and its whole carried, movements in the opposite direction to earthquakes, are represented by arrows, straight lines and respective curves of index "O".

La figure 7 schématise une des caractéristiques principales,du système anti-sismique;la sphère(I),avec son lest(3),dont la base d'appui se réduit en uzr point K,commun à (I) et(3),et à la calotte(19)sphèrique;les mouvements de bascule,suivant les flèches courbes d'indice" O ",sont représentés éxagérés,pour figurer clairement les sens opposés des secours -ses sismiques d'indice" S ",qui,"imagées",sur la figure 7 auraient des impulsions
dont les fréquences seraient trés inferieures à celles des véritables secousses des tremblements de terre; dans la réalité c'est le contraire qui va se produire,entre la croupe terrestre qui possède des impulsions violentes aux fréquences élevées(c'est l'osoillateur exoitateur)et le système anti-sismique et l'immeuble(oscillateur résonateur); la description suivante expose le fonctionnement.
Figure 7 shows schematically one of the main characteristics of the anti-seismic system; the sphere (I), with its ballast (3), whose support base is reduced to uzr point K, common to (I) and (3) , and to the spherical cap (19), the rocking movements, following the curved arrows with index "O", are shown exaggerated, to clearly show the opposite directions of the earthquake reliefs with its index "S", which, "imaged", in figure 7 would have pulses
whose frequencies would be much lower than those of real earthquake tremors; in reality it is the opposite that will occur, between the terrestrial rump which has violent impulses at high frequencies (it is the operator osiller) and the anti-seismic system and the building (oscillator resonator); the following description explains how it works.

Dans la description,page 4,ligne 26,référencée à la figure 7,dans ce cas
de figure"imagée,les mouvements de bascule,alternés et successifs
de la sphère(I),et de son lest(3),ont mème fréquence que celles des secous
-ses sismiques;dans ce cas treés rare mais qui n'est pas exolus,l'inertie
du système anti-sismique et de l'immeuble,étant trés négligeable,l'ensem
-ble,se déplace lentement,sur le fond inourvé,de la ouvette(19),et le
lest(3) treks lourd avec ses chapes(4) de plomb,ou en fonte, avec le plancher
(15),en dessous du centre de gravité trés bas,les amplitudes de mou
veinent de bascule de la sphère(I) sont contrariés, freinés et amortis par
le lest(3)dans ce cas,sur son plan(12) horizontal,ou sur sa calotte
(19) sphérique,quels que soient les mouvements,et quelles que soient les
directions et intensités des secousses;l'ensemble raste pratiquement,trés
pres de son point d'appui" K 17,et reprend sa position et place initiales,
des la fin des secousses sismiques,sur (19),ou sur son plan horizontal(12),
selon.Le système anti-sismique et sa charge,restant ainsi pratiquement
e2r meme emplacement, les vérins hydrauliques(27) et telescopiques,rasant
le sol, assurent l'équilibre total de la couronne-anneau de l'immeuble.
In the description, page 4, line 26, referenced in Figure 7, in this case
of figure "pictorial, the rocking movements, alternating and successive
of the sphere (I), and of its ballast (3), have the same frequency as those of the shakes
- its seismic; in this case very rare but which is not exolus, the inertia
of the anti-seismic system and of the building, being very negligible, the whole
-ble, moves slowly, on the curved bottom, of the work (19), and the
ballast (3) heavy treks with its screeds (4) of lead, or cast iron, with the floor
(15), below the very low center of gravity, the slack amplitudes
vein of rocker of the sphere (I) are thwarted, braked and damped by
the ballast (3) in this case, on its horizontal plane (12), or on its cap
(19) spherical, whatever the movements, and whatever the
directions and intensities of the tremors; the whole is practically raste, very
near its fulcrum "K 17, and resumes its initial position and place,
from the end of the earthquakes, on (19), or on its horizontal plane (12),
The anti-seismic system and its load, thus remaining practically
e2r same location, hydraulic cylinders (27) and telescopic, grazing
the ground, ensuring the total balance of the building's ring-crown.

le système anti-sismique est pourvu d'un détecteur ultra sensible de chocs
et secousses sismiques,ce détecteur déclanche immédiatement,la remontée
partielle des vérins(27),des escaliers(26),escamotables,et des cages
d'ascenseur(28),ce fonctionnement est executé à partir d'un ordinateur
programmé,sur les intensités des secousses sismiques.
the anti-seismic system is provided with an ultra sensitive shock detector
and earthquakes, this detector immediately triggers the ascent
partial cylinders (27), stairs (26), retractable, and cages
elevator (28), this operation is performed from a computer
programmed, on the intensities of the earthquakes.

Comme décrit,page4,ligne 18 à 21,lorsque le tremblement de terre est de
grande intensité,inversement la sphère(I) bascule faiblement,quasiment
sur place,sur sa calotte(19),qui elle aussi,sur ses galets(20),et (21),
absorbe les sescousses sismiques;c'est la sphère(I),qui a tendance a
rouler,sur les galets(6) des nervures(! et (13),ces dernières,sup- -portent le plancher(15),horizontalement avec l'immeuble,l'ensemble sta
-bilisé par le lest(3),prend un mouvement simultané,de translations
horizontales et verticales,seuls les puissants vérins(27) munis à leur
base de roues à enveloppe en caoutchouc ou similaire,rasent le sol,et
assurent l'équilibre.
As described on page 4, lines 18 to 21, when the earthquake is
high intensity, conversely the sphere (I) rocks weakly, almost
on site, on its cap (19), which too, on its rollers (20), and (21),
absorbs seismic shocks; it is the sphere (I), which tends to
roll, on the rollers (6) of the ribs (! and (13), the latter, support the floor (15), horizontally with the building, the whole sta
- mobilized by the ballast (3), takes a simultaneous movement, of translations
horizontal and vertical, only the powerful cylinders (27) provided at their
base of rubber-wrapped or similar wheels, level the ground, and
ensure balance.

Ainsi,une solution peut etre apporté par le système anti-sismique,selon
l'invention,qui peut supprimer les résonances provoquées par les tre-
-pidations et vibrations,lors d'un tremblement de terre.
Thus, a solution can be provided by the anti-seismic system, according to
the invention, which can eliminate the resonances caused by the
-pidations and vibrations, during an earthquake.

Toutes les arrivées d'eau,éléctricité,gaz,et les sorties d'eaux usées,
sont prévues par des gaines et canalisations spéciales extansibles,
souples,résitantes, dans les réservations,(14),(30),(31),(32);Le système
anti-sismique,selon l'invention,est prévu,pour se protéger et protéger
les habitations,les ponts,tobogans,et autres ouvrages,des tremblements
de terre.
All water, electricity, gas and wastewater outlets,
are provided by special expandable ducts and pipes,
flexible, resilient, in reservations, (14), (30), (31), (32); The system
anti-seismic, according to the invention, is provided, to protect themselves and protect
homes, bridges, slides, and other works, tremors
earthen.

Claims (9)

REVENDICATIONS 1)Système anti-sismique,s'opposant aux risques et dangers d'écroulement 1) Anti-seismic system, opposing the risks and dangers of collapse d'habitations et d'immeubles,lors des tremblements de terre,caractérisé of dwellings and buildings, during earthquakes, characterized en ce qu'il comporte,une grande sphère(I),une ouve(3),cylindrique,avec in that it comprises, a large sphere (I), an opening (3), cylindrical, with son lest(4),des nervures(9),et des nervures(13),avec leurs galets(6) its ballast (4), ribs (9), and ribs (13), with their rollers (6) sphériques,respectifs,des goussets(10) solidaires aux nervures,supportant respective spherical gussets (10) integral with the ribs, supporting un plancher(15) principal,une base d'appui(12),ou selon,une calotte(19) a main floor (15), a support base (12), or according to, a cap (19) sphérique,et des arcs(11) de liaison. spherical, and connecting arcs (11). 2) Système anti-sismique,selon la revendication 1,caractérisé en ce que, 2) anti-seismic system according to claim 1, characterized in that, interieurement et concentriquement à la sphère (I),est prévue une autre internally and concentrically to sphere (I), another sphère(2),avec un espace (5),à croisillons métalliques,ou cellules,une sphere (2), with a space (5), with metallic cross-pieces, or cells, a charpente(7) radiale,convergeant à une sphère (8) centrée,aux deux radial frame (7), converging to a centered sphere (8), to both sphères (I) et (a).  spheres (I) and (a). 3) Système anti-sismique,selon la revendication I,caracterisé en ce que,  3) Anti-seismic system according to claim I, characterized in that, la ouve(3),contient en son fond un lest(4) ,constitué par des chapes de the opening (3), contains at its bottom a ballast (4), constituted by screeds of plomb ou en fonte ,la cuve (3),remplie de béton. lead or cast iron, the tank (3), filled with concrete. 4) Système anti-sismique,selon la revendication 1,caractérisé en ce que, 4) Anti-seismic system according to claim 1, characterized in that, les nervures(9) et (13),possèdent des galets(6) planétaires,chaque galet the ribs (9) and (13) have planetary rollers (6), each roller planétaire,entouré de ses galets satellites(17),dans leur cage(18). planetary, surrounded by its satellite rollers (17), in their cage (18). 5)Système anti-sismique,selon la revendication 1,caractérisé en ce que,sur 5) Anti-seismic system according to claim 1, characterized in that, on le plancher(15),sont réserves des trémies(16) et passages divers,tels  the floor (15), are reserved hoppers (16) and various passages, such (14),(30) des eaux usées,et arrivées d'électricité(31),eau et gaz(32). (14), (30) wastewater, and incoming electricity (31), water and gas (32). 6) Système anti- sismique selon la revendication 5,caractérisé en ce que 6) Anti-seismic system according to claim 5, characterized in that les trémies réserv@nt le passage,à des escaliers(26) escamotables,et à the hoppers reserve the passage, to retractable stairs (26), and to des vérins hydrauliques(27),et à des cages d'ascenseur(28). hydraulic cylinders (27), and elevator shafts (28). -enseur(28). -ensor (28). -tronique,commande les escaliers(26),les vérins(27),et les cages d'asc -tronic, controls the stairs (26), the jacks (27), and the lift shafts -teur de secousses et vibrations sismiques,qui par un dispositif élec - earthquake and vibration detector, which by an electrical device (7) Système anti-sismique,selon la revendication 6,caractérisé par un détec(7) Anti-seismic system, according to claim 6, characterized by a detection 8) Système anti-sismique selon la revendication 1,caractérisé par une plate 8) Anti-seismic system according to claim 1, characterized by a flat -forme(12) en acier,seellée sur son radier(23) en béton armé. -form (12) in steel, seellée on its slab (23) in reinforced concrete. 9) Système anti-sismique,selon la revendi-cation 1,caractérisé par une 9) Anti-seismic system, according to revendi cation 1, characterized by a calotte sphérique(19),en acier,mo@ile,sur ses galets(20),sphériques,et spherical cap (19), of steel, soft, on its rollers (20), spherical, and des galets(21) sphériques,de diamètre inferieur,ces galets,(20) et (21), spherical rollers (21), of smaller diameter, these rollers, (20) and (21), mobiles dans leur cage(22),commune,soellée dans son radier(23) en mobile in their cage (22), common, soelle in its raft (23) in béton armé. reinforced concrete. dispositif interne.  internal device. chaines(24),fixées à la cage(22);un joint(25) circulaire,protège le chains (24), fixed to the cage (22); a circular joint (25) protects the caractérisé,en ce que la calotte sphérique (19),est retenue par des characterized in that the spherical cap (19) is retained by I0) Système anti-sismique selon la revendication I,ou la revendication 9,I0) Anti-seismic system according to claim I, or claim 9,
FR8916845A 1989-12-12 1989-12-12 ANTI-SEISMIC SYSTEM, "SATURN". Expired - Fee Related FR2665211B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR8916845A FR2665211B1 (en) 1989-12-12 1989-12-12 ANTI-SEISMIC SYSTEM, "SATURN".

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8916845A FR2665211B1 (en) 1989-12-12 1989-12-12 ANTI-SEISMIC SYSTEM, "SATURN".

Publications (2)

Publication Number Publication Date
FR2665211A1 true FR2665211A1 (en) 1992-01-31
FR2665211B1 FR2665211B1 (en) 1993-11-12

Family

ID=9388722

Family Applications (1)

Application Number Title Priority Date Filing Date
FR8916845A Expired - Fee Related FR2665211B1 (en) 1989-12-12 1989-12-12 ANTI-SEISMIC SYSTEM, "SATURN".

Country Status (1)

Country Link
FR (1) FR2665211B1 (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2014643A (en) * 1933-08-31 1935-09-17 Jacob F J Bakker Balance block for buildings
US2166577A (en) * 1937-10-06 1939-07-18 Beckius Antoine Building suitable for countries liable to earthquakes
US3916578A (en) * 1971-05-24 1975-11-04 Iradj Forootan Earthquake-proof building structure
FR2500873A1 (en) * 1981-02-05 1982-09-03 Marouf Omar Earthquake resistant building - can move on supports which are installed in bed of sand
FR2616171A1 (en) * 1987-06-04 1988-12-09 Moya Henri PROTECTION SYSTEM AGAINST EARTHQUAKES, BUILDINGS, LARGE SETS, SINGLE HOUSES
US4883250A (en) * 1987-03-12 1989-11-28 Kajima Corporation Vibration-proof and earthquake-immue mount system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2014643A (en) * 1933-08-31 1935-09-17 Jacob F J Bakker Balance block for buildings
US2166577A (en) * 1937-10-06 1939-07-18 Beckius Antoine Building suitable for countries liable to earthquakes
US3916578A (en) * 1971-05-24 1975-11-04 Iradj Forootan Earthquake-proof building structure
FR2500873A1 (en) * 1981-02-05 1982-09-03 Marouf Omar Earthquake resistant building - can move on supports which are installed in bed of sand
US4883250A (en) * 1987-03-12 1989-11-28 Kajima Corporation Vibration-proof and earthquake-immue mount system
FR2616171A1 (en) * 1987-06-04 1988-12-09 Moya Henri PROTECTION SYSTEM AGAINST EARTHQUAKES, BUILDINGS, LARGE SETS, SINGLE HOUSES

Also Published As

Publication number Publication date
FR2665211B1 (en) 1993-11-12

Similar Documents

Publication Publication Date Title
US9790702B2 (en) Methods and apparatus of building construction resisting earthquake and flood damage
EP0101378B1 (en) Aseismic supporting structure for a nuclear island, particularly for a fast breeder nuclear reactor
KR100612607B1 (en) Breaking prevention equipment and breaking perception sensor of well box basis for bridge
US20190323255A1 (en) Self adjusting floating environment (safe) system for earthquake and flood protection
EP0001367A1 (en) Antiseismic buildings with basements forming an atombomb-proofed shelter
FR3080357A1 (en) METHOD AND DEVICE FOR MAINTENANCE OF A FLOATING PLATFORM
CN109183640A (en) The shed hole structure and its construction method of a kind of antidetonation and anti-mud-rock flow and falling rocks
FR2665211A1 (en) Earthquake-resistant system "SATURNE"
JP5274699B1 (en) Emergency evacuation device
FR2494330A1 (en) PROTECTIVE DEVICE FOR MITIGATING, IN FIXED OR MOBILE CONSTRUCTIONS THE DESTRUCTIVE EFFECTS OF GROUND SHAKERS, PRODUCED BY EARTHQUAKES, WAVES, VIBRATIONS, BREATHS, EXPLOSIONS, RESONANCES, WAVES, ETC.
FR2687179A1 (en) Arch, vault, crossed arches and dome intended for habitation and human activities
JPH094280A (en) Seismic isolating method
JP6295021B2 (en) Radio pollutant storage facility and its construction method
JP6474172B2 (en) Radioactive contaminant storage facility
RU2119004C1 (en) Berthing structure
JP6474171B2 (en) Radioactive contaminant storage facility
CN213206772U (en) Civil engineering antidetonation additional strengthening
CA2204407C (en) Drainage wall buried in the ground
EP0463948B1 (en) Process for dismantling an underground installation with risk of contamination and intervention box
RU2059041C1 (en) Artificial island
FR2749330A1 (en) Submerged barrier to protect maritime areas
EP0795061B1 (en) Drainage wall buried in the ground
JP6600775B2 (en) Ground improvement body and liquefaction damage reduction method using it
GB2143269A (en) Bridges for traversing waterways
SU1763554A1 (en) Bridge

Legal Events

Date Code Title Description
ST Notification of lapse