WO1993001381A1 - Earthquake and hurricane-proof dwelling - Google Patents

Earthquake and hurricane-proof dwelling Download PDF

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Publication number
WO1993001381A1
WO1993001381A1 PCT/FR1992/000439 FR9200439W WO9301381A1 WO 1993001381 A1 WO1993001381 A1 WO 1993001381A1 FR 9200439 W FR9200439 W FR 9200439W WO 9301381 A1 WO9301381 A1 WO 9301381A1
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WO
WIPO (PCT)
Prior art keywords
beams
cables
earthquake
sliding
assembly
Prior art date
Application number
PCT/FR1992/000439
Other languages
French (fr)
Inventor
Jacques Pieplus
Original Assignee
Carlino, Carmine
Carlino Pieplus, Dominique
Pieplus, Jean-Luc
Pieplus, Dominique
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 Carlino, Carmine, Carlino Pieplus, Dominique, Pieplus, Jean-Luc, Pieplus, Dominique filed Critical Carlino, Carmine
Publication of WO1993001381A1 publication Critical patent/WO1993001381A1/en

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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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • the subject of the invention is an earthquake-proof and high-pressure house.
  • the object of the present invention is that 5 coil springs of 1.50 m long and 1 m in diameter, the springs will be arranged as follows: for a square or rectangular "detached house", a spring at each corner and a spring in the center.
  • the springs will be sealed at their base in the reinforced concrete base, the four sides will also be in reinforced concrete 20 cm thick; the springs will be fitted into cylindrical cups previously welded to the sheet metal platform 10 m / m thick and 100 m2 in which will be welded, sealing lugs and onto which a 12 cm reinforced concrete slab will be poured 'thickness.
  • the springs must be rigorously plumb and level with each other. Then the reinforced concrete slab can be poured and the "individual house Earthquake Resistant" can be built. "
  • REPLACEMENT SHEET For example, during an earthquake, the spheres come to life and by their rolling movement, combined with the elasticity of the matter that composes them, manage to absorb and dissipate the maximum of the energy transmitted by the ground.
  • the present invention entitled: "villa with translational support” aims to protect the inhabitants from earthquakes, thanks to a device easy to set up, very inexpensive and requiring no tutelage " technological ". This device, perfectly compatible with the profile of the self-builder, frees up individual initiatives in terms of earthquake-resistant construction at the scale of the family housing unit.
  • the subject of the invention is buildings equipped with an anti-seismic device.
  • the building according to the invention comprises one or more anti-seismic devices.
  • Each of these devices is made up, in combination, of support devices.
  • elastic for example of lamellar springs, having a low horizontal stiffness and of wind stabilizing devices which secure the building with the support as long as the horizontal cutting forces remain below a determined threshold. be used optionally.
  • An application is the construction of buildings which flex elastically or the action of horizontal movement or pressure and which can withstand earthquakes, cyclones or pressure waves without rupture or permanent deformation.
  • FR- A- 2.542.032 "The invention relates to orientable earthquake-resistant houses making it possible to build a non-deformable frame on three supports. The whole is placed on an orientable platform.
  • keystone each tetrahedron is formed of a lower beam receiving at each end two inclined beams. These support the ridge beams.
  • the central beams are assembled around a keystone. This assembly is supported by three tubes on swiveling platform.
  • FR-A-2.560.625 "The invention relates to a device enabling the knots of the framework and the legs - tubular support to be fixed rigidly and simply.
  • the framework and the platform forming the floor are made up of horizontal beams assembled in an equilateral triangle. In the axis of the angles of this triangle rise towards the center of three flying beams, which bear against the connections of the horizontal ridge beams assembled in Y.
  • the peripheral beam rise from the angles of this basic triangle towards the ends of the ridge. All assemblies are made using folded flat irons and bolts with nuts and washers, including support legs and keystones.
  • the earthquake-resistant houses described in these two patents describe the use of a hexagonal frame, the knots of which are made by means of ropes.
  • the earthquake-proof and high-pressure house is of the type consisting of a hexagonal frame, the base beams of which are assembled in an equilateral triangle and receive, in the corners, buttress beams rising towards an assembly node. , acting as keystone or summit node, for assembling ridge beams, the ends of which are connected by six peripheral beams, by means of peripheral assembly nodes, at the angles formed by the basic beams assembled in a triangle, characterized by the fact that assembly cables connect, by loops sliding in a vertical plane, the beams of the
  • .framework and other chaining cables connect, by sliding loops, the beams of the framework, in one or more horizontal planes, at the angles or knots of assembly; the beams are provided with rollers or soft round irons, so as to facilitate the sliding of the cable (s).
  • three cables are arranged in a vertical plane (buttress beams and ridge beams) and two cables are arranged in a horizontal plane (peripheral beams).
  • the rollers are of different heights, so that the cables do not rub between them.
  • the sliding loops are formed by cables, the ends of which are connected by a tensioner.
  • the basic beams are held against the ground by cables sliding on said beams on round and soft irons.
  • the ends of said cables are united with beggars anchored to the ground.
  • the cables for supporting the ground are fixed at their end, each at the end of the base beams, the cable passes through one or more blocks acting as a pig in sheaths filled with grease, the cable passes in stirrups mounted on said base beams, said stirrups are provided with round and soft irons or rollers promoting the sliding of the cables.
  • the ends of the cables which hold the base beams are fixed to a counterweight, said counterweight is disposed in a terminal anchored to the ground and which acts as a support leg for the base of framing.
  • the terminal consists of two hollow elements which are assembled by horizontal translation to trap the counterweight connected to the end of the cable for holding the base beams; a hollow slab is key inserted into the terminal by its top to act as a key, thus locking the assembly of the two components of the terminal.
  • the invention applies to collective individual houses and without limit of surface.
  • Figure 1 is a perspective view of the house according to the invention.
  • Figure 2 is a view of the house, seen in cross section in a vertical plane, showing a sliding cable forming a loop and passing through the base beams, the buttresses and the ridge beams.
  • Figure 3 is a sectional view of said house, seen in cross section in a horizontal plane.
  • Figure 4 is a perspective view of a peripheral assembly node which assembles together the base beams and the beams acting as buttresses; it also highlights a sliding chaining cable, in the form of a horizontal loop, which maintains the flying buttresses or vertical beams.
  • Figure 5 is a top view of the top node where the three sliding cables which intersect at different heights intersect.
  • Figure 6 is a view of the top node seen in section A-A.
  • Figure 7 is a schematic view of an embodiment where the ground support cables are fixed at their end, each at the end of the base beams, the cable passing through one or more blocks acting as pig.
  • Figure 8 is a schematic view where the ends of the cables that hold the base beams are attached to a counterweight.
  • Figure 9 is a perspective view of a terminal anchored to the ground.
  • Figure 10 is an exploded view of the various elements making up the terminal.
  • Figure 11 is a sectional view of the top of the house, it highlights the watering device by central pipe which allows to spread a curtain of water on all sides of the house.
  • the earthquake-proof and high-pressure house is of the type made up of a hexagonal frame as shown in FIG. 1.
  • the base beams 1 are assembled in an equilateral triangle and receive, in the angles 2, buttress beams 3 rising towards an assembly node acting as keystone or top node 4 for assembling ridge beams 5.
  • the ends of said ridge beams 5 are connected by six peripheral beams or vertical beams 3 by means of peripheral assembly nodes 6, at the angles formed by the base beams 1 assembled in a triangle.
  • the assembly cables 7 connect, by loops sliding in a vertical plane, the beams 1,3,5 of the frame and other chaining cables 8 connect, by sliding loops, the beams 3 vertical peripherals of the frame in one or more horizontal planes at the angles or peripheral joining nodes 6.2.
  • a sliding cable 8 is shown; it connects the basic beams, horizontal beams, which form the base of the equilateral triangles whose apex forms the assembly node which connects all the vertices of the equilateral triangles.
  • the beams 1,3,5 are provided with rollers or round soft irons 9,10,11 so as to favor the sliding of the cable or cables 7 and 8.
  • three cables 7 are arranged in a vertical plane to hold the buttress beams 3 and the ridge beams 5 and two cables 8 are arranged in a horizontal plane to hold together the beams of base, peripheral beams 1.
  • a peripheral assembly node allows to assemble the vertical beams or buttress 3 and the base beams 1. It also allows the passage of the cable 7 forming a loop in a vertical plane and cable 8 forming a sliding loop in a horizontal plane.
  • the peripheral node has rollers 9, 10, 11 at each sharp angle, or if not rollers, round and soft irons, so as to promote the sliding of said cables 7 (vertical cable) and 8 (horizontal cable).
  • the base beams 1 are held against the ground by sliding cables 15 which pass through stirrups 16, integral with the base beams 11. In passing in the stirrups 16, these have round and soft rollers or irons 17 ensuring the sliding of the cables 15.
  • the cables 15 form handles which pass in one or more stirrups 16 of the different beams basic 1.
  • cables also pass through one or more blocks 18 or 19 which act as pigs.
  • the cables 15 pass through sheaths 20 which are filled with grease, so as to facilitate, on the one hand, the conservation of the cables in good condition and, on the other hand, the sliding.
  • the ends of the cables 21 are fixed to a counterweight 22.
  • Said counterweight 22 is disposed in a terminal 23, anchored to the ground and which acts as a foot support at the base of the frame.
  • This terminal 23 consists of two elements 24, 25, hollow elements which assemble by horizontal translation to trap the counterweight 22, connected to the end of the cable 21, which holds the base beams 1.
  • a hollow slab 26 key enters into two-thirds of the top of terminal 23 to act as a locking key and assembly of the two elements 24, 25, making up said terminal 23.
  • the house can be provided with a sprinkler device by central pipe 27.
  • This central pipe 27 makes it possible to diffuse, by the summit node 4, a curtain of water 28 which falls on all sides of the house, keeping it at a low temperature.

Abstract

A dwelling comprising a hexagonal framework, the ground beams (1) of which are arranged in equilateral triangles and receive, at the corners thereof, flying buttress beams (3) running upwards to an assembly joint (4) for the ridge beams (5) whose ends are connected by six peripheral beams and via peripheral joints (6) to the corners formed by the triangularly-arranged ground beams (1). Connecting cables connect the beams of the framework by means of vertically slidable rings, and further reinforcing cables using slidable rings connect the framework beams in one or more horizontal planes to the assembly joints or corners (6). The beams are provided with rollers to ease the sliding of the cables. This system is useful for detached dwellings (fig.1), but may be used for cluster dwellings simply by erecting the dwellings side by side while observing the basic principle of individual safety (fig.9).

Description

MAISON ANTISISMIQUE ET ANTICYCLONIQUE ANTISISMIC AND ANTICYCLONIC HOUSE
L'invention a pour objet une maison antisismique et anticyclonique.The subject of the invention is an earthquake-proof and high-pressure house.
L 'état de la technique peut être défini par les brevets suivants : - FR-A-2.492.866 : "Structure de protection contre les tremblements du sol. One superstructure repose sur une fondation par l 'Intermédiaire d 'une première plate-forme de répartition de la charge et d 'une seconde plate-forme de répartition de la charge; entre ces plates-formes et entre la plate-forme Inférieure et la fondation sont disposés des moyens de soutien élastiques en sens vertical, des moyens limitant l 'amplitude des déplacements en sens vertical, des moyens freinant les déplacements en sens horizontal , des moyens d ' amortissement qui freinent les mouvements rapides mais qui cessent d 'agir au-delà d 'une force déterminée. " - FR- A- 2.494.329 : "Appareils "parasismiques" destinés à préserver la maison individuelle des effets destructeurs des séismes. L 'objet de la présente invention consiste en ce que 5 ressorts à boudins de 1 m 50 de long et de 1 m de diamètre, les ressorts seront disposés comme suit : pour une "maison individuelle" carrée ou rectangulaire, un ressort à chaque coin et un ressort au centre. Les ressorts seront scellés à leur base dans le socle en béton armé, les quatre côtés seront également en béton armé de 20 cm d 'épaisseur ; les ressorts seront emboîtés dans des coupelles cylindriques préalablement soudées à la plate- forme en tôle de 10 m/m d 'épaisseur et de 100 m2 où seront soudées des,pattes de scellement et sur laquelle sera coulée une dalle en béton armé de 12 cm d 'épaisseur. Avant la pose de la plate-forme les ressorts devront être rigoureusement d 'aplomb et de niveau les uns par rapport aux autres. Ensuite la dalle en béton armé pourra être coulée et la "maison individuelle Paraεismique" pourra être bâtie. "The state of the art can be defined by the following patents: - FR-A-2,492,866: "Structure for protection against earthquakes. One superstructure rests on a foundation by means of a first platform load distribution and a second load distribution platform; between these platforms and between the lower platform and the foundation are arranged elastic support means in vertical direction, means limiting the amplitude of the displacements in the vertical direction, means braking the displacements in the horizontal direction, damping means which slow down the rapid movements but which cease to act beyond a determined force. "- FR- A- 2.494.329 : "Seismic" devices intended to preserve the individual house from the destructive effects of earthquakes. The object of the present invention is that 5 coil springs of 1.50 m long and 1 m in diameter, the springs will be arranged as follows: for a square or rectangular "detached house", a spring at each corner and a spring in the center. The springs will be sealed at their base in the reinforced concrete base, the four sides will also be in reinforced concrete 20 cm thick; the springs will be fitted into cylindrical cups previously welded to the sheet metal platform 10 m / m thick and 100 m2 in which will be welded, sealing lugs and onto which a 12 cm reinforced concrete slab will be poured 'thickness. Before installing the platform, the springs must be rigorously plumb and level with each other. Then the reinforced concrete slab can be poured and the "individual house Earthquake Resistant" can be built. "
- FR-A-2.494.330 : "Dispositif de protection destiné à atténuer, dans des constructions fixes ou mobiles, les effets destructeurs des secousses du sol , produits par des séismes, ondes, viJra ions, souffles, explosions, réεonnances, vagues, etc. . . Il est constitué par des sphères en matière élastique (caoutchouc, néoprène, etc ) disposées dans des alvéoles- cuvettes et généralement entre deux contreventements horizontaux rigides : lorsque le sol se met en mouvement à la suite, par- FR-A-2.494.330: "Protective device intended to attenuate, in fixed or mobile constructions, the destructive effects of earthquakes, produced by earthquakes, waves, viJra ions, breaths, explosions, resonance, waves, etc. It is made up of spheres of elastic material (rubber, neoprene, etc.) arranged in cell-bowls and generally between two rigid horizontal braces: when the ground sets in motion as a result,
FEUILLE DE REMPLACEMENT exemple, d 'un séisme, les sphères s 'animent et par leur mouvement roulant, conjugué à l 'élasticité de la matière qui les compose, arrivent à absorber et dissiper le maximum de 1 ' énergie transmise par le sol . " -FR-A-2.500.873 : "La présente invention, intitulée: "villa à support translatif" vise à protéger les habitants des séismes, grâce à un dispositif facile à mettre en place, très peu coûteux et ne requérant aucune tutelle "technologique" . Ce dispositif, parfaitement compatible avec le profil de 1 ' autoconstructeur , permet de libérer les initiatives individuelles en matière de construction antisismique à l 'échelle de l 'unité familiale d 'habitation. Il consiste en un matelas de sable sur lequel repose le support de l 'édifice, un système de rotules aux principaux points d 'appui et des mesures d 'accompagnement, notamment par le moyen de consoles aux intersections des poutres et murs porteurs ou piliers et par le moyen d 'une ceinture périphérique contenant du liège ou assimilés aux fins d ' apportez un complément de sécurité en matière de régulation des chocs. "REPLACEMENT SHEET For example, during an earthquake, the spheres come to life and by their rolling movement, combined with the elasticity of the matter that composes them, manage to absorb and dissipate the maximum of the energy transmitted by the ground. "-FR-A-2.500.873:" The present invention, entitled: "villa with translational support" aims to protect the inhabitants from earthquakes, thanks to a device easy to set up, very inexpensive and requiring no tutelage " technological ". This device, perfectly compatible with the profile of the self-builder, frees up individual initiatives in terms of earthquake-resistant construction at the scale of the family housing unit. It consists of a mattress of sand on which the support of the building rests, a system of ball joints at the main points of support and accompanying measures, in particular by means of consoles at the intersections of beams and load - bearing walls or pillars and. by means of a peripheral belt containing cork or the like in order to provide additional security in terms of shock regulation. "
-FR- A- 2.516.578 : "Structure de bâtiment susceptible de résister à des contraintes horizontales produites par exemple lors de tremblements de terre. Cette structure se caractérise en ce qu 'elle comprend :-EN- A- 2.516.578: "Building structure capable of withstanding horizontal stresses produced for example during earthquakes. This structure is characterized in that it comprises:
- une armature de bâtiment en acier,- a steel building frame,
- un élément de mur porteur disposé à 1 ' extérieur de l'armature et en regard d 'une structure plane de ladite armature,a load-bearing wall element placed outside the frame and facing a planar structure of said frame,
- un dispositif de fixation permettant de relier l 'élément de mur à l 'armature, ce dispositif de fixation ayant une résistance inférieure à la déformation plastique de l ' élément de mur. " - FR-A-2.581.690 : "Le dispositif imaginé pour amortir les secousses εiεmiques transmises à un immeuble permet d ' abord, à cet immeuble, de ne pas être entraîné par les déplacements latéraux du sol . Résultat possible grâce à des plaques glissantes interposées entre la base des murs , coiffés d ' un sabot, et leur assise. Le frottement entre ces plaques, de duretés différentes, peut encore être réduit par la pression verticale, sous le plancher du rez-de-chaussée d 'un fluide contenu sous un réservoir sous-jacent, comprimé par celui d 'une colonne centrale de hauteur adéquate. La pression de ce fluide atténue également l ' effet de désagrégation des secousses εis iques verticales. Pour les annihiler à peu près totalement, des ressorts de compression sont interposés entre le sabot et la base deε murε qu 'il coiffe. Ceε ressorts absorbent de l 'énergie quand le sol est soulevé et ilε la restituent lorsqu 'il ε 'affaiεεe. L 'immeuble ne ε ' écarte pas sensiblement de son niveau Initial. "- a fixing device making it possible to connect the wall element to the frame, this fixing device having a resistance lower than the plastic deformation of the wall element. "- FR-A-2.581.690:" The device devised to absorb the thermal shocks transmitted to a building makes it possible first of all, in this building, not to be driven by the lateral displacements of the ground. Possible result thanks to sliding plates interposed between the base of the walls, capped with a hoof, and their seat. The friction between these plates, of different hardnesses, can be further reduced by vertical pressure, under the ground floor floor, of a fluid contained under an underlying tank, compressed by that of a central column of height adequate. The pressure of this fluid also reduces the effect of disintegration of vertical jerks. To annihilate them almost completely, compression springs are interposed between the shoe and the base of the walls which it covers. These springs absorb energy when the ground is lifted and return it when it is weak. The building does not deviate significantly from its Initial level. "
- FR- A-2.254.974 : "L 'invention a pour objet des bâtiments équipés d 'un dispositif antisismique . On bâtiment selon l 'invention comporte un ou plusieurε diεpoεitifε antiεiεmiqueε. Chacun de ces diεpoεitifε eεt composé, en combinaison, de εupportε élastiques, par exemple de resεortε lamelles , ayant une faible raideur horizontale et de dispositifs stabilisateurs au vent qui solidarisent le bâtiment avec l 'asεiεe tant que les efforts tranchants horizontaux restent inférieurs à un εeuil déterminé. Deε tamponε amortiεεeurε viscoélastiqueε et des compensateurs de rouliε peuvent être utiliεéε facultativement. Une application eεt la construction de bâtiments qui fléchiεεent élastiquement εouε l 'action de mouvementε ou de pouεεéeε horizontaleε et qui peuvent supporter sans rupture ni déformations permanentes des tremblements de terre, des cyclones ou des ondes de pression. "- FR- A-2,254,974: "The subject of the invention is buildings equipped with an anti-seismic device. The building according to the invention comprises one or more anti-seismic devices. Each of these devices is made up, in combination, of support devices. elastic, for example of lamellar springs, having a low horizontal stiffness and of wind stabilizing devices which secure the building with the support as long as the horizontal cutting forces remain below a determined threshold. be used optionally. An application is the construction of buildings which flex elastically or the action of horizontal movement or pressure and which can withstand earthquakes, cyclones or pressure waves without rupture or permanent deformation. "
Les brevets qui définiεεent le mieux l'état de la technique, par rapport à cette invention, εont les suivants :The patents which best define the state of the art, with respect to this invention, are the following:
FR- A- 2.542.032 : "L 'invention concerne les maisons antisismiques orientables permettant d 'édifier une charpente indéformable sur trois supports. Le tout posé sur une plate- forme orientable. Elle comprend trois tétraèdres en losange assemblés ensemble autour d 'une clé de voûte, chaque tétraèdre eεt formé d 'une poutre inférieure recevant à chaque extrémité deux poutreε inclinées. Celles-ci soutenant les poutres faîtières . Les poutres centrales εont assemblées autour d 'une clé de voûte. Cet ensemble est supporté par trois tubes sur plate-forme orientable. "FR- A- 2.542.032: "The invention relates to orientable earthquake-resistant houses making it possible to build a non-deformable frame on three supports. The whole is placed on an orientable platform. keystone, each tetrahedron is formed of a lower beam receiving at each end two inclined beams. These support the ridge beams. The central beams are assembled around a keystone. This assembly is supported by three tubes on swiveling platform. "
FR-A-2.560.625 : "L 'invention concerne un diεpoεitif permettant d'asse bler leε noeuds de charpente et leε piedε - support tubulaire de façon rigide et simple. La charpente et la plate-forme formant plancher εont conεtituéeε de poutreε horizontales assemblées en triangle équilatéral . Dans l 'axe des angles de ce triangle s 'élèvent verε le centre troiε poutreε arc- boutant. Celleε-ci prennent appui contre les liaisons des poutres faîtièreε horizontaleε aεεembléeε en Y. Leε poutreε périphériqueε s 'élèvent des angles de ce triangle de base vers les extrémités des faîtières. L 'ensemble deε assemblages se fait au moyen de fers plats plies et de boulons avec écrouε et rondelles y compriε sur pied-support et clé de voûte. " Les maisons antisismiques décrites dans ces deux brevets décrivent l'utilisation d'une charpente hexagonale dont les noeuds d'assemblage sont réalisés au moyen de cordages. Ces cordages sont boulonnés dans des perforations, aux extrémités de poutre. Il est ainsi évident que les cordages n'assurent à l'ensemble qu'une souplesse très relative qui est fonction de la capacité d'élongation des câbles ; au-delà, il y a rupture ou déformation de la structure.FR-A-2.560.625: "The invention relates to a device enabling the knots of the framework and the legs - tubular support to be fixed rigidly and simply. The framework and the platform forming the floor are made up of horizontal beams assembled in an equilateral triangle. In the axis of the angles of this triangle rise towards the center of three flying beams, which bear against the connections of the horizontal ridge beams assembled in Y. The peripheral beam rise from the angles of this basic triangle towards the ends of the ridge. All assemblies are made using folded flat irons and bolts with nuts and washers, including support legs and keystones. "The earthquake-resistant houses described in these two patents describe the use of a hexagonal frame, the knots of which are made by means of ropes. These ropes are bolted in perforations, at the ends of beams. It is thus evident that the ropes provide only very relative flexibility to the assembly, which is a function of the elongation capacity of the cables; beyond this, there is rupture or deformation of the structure.
L'invention tend à éviter ces problèmes. A cet effet, la maison antisismique et anticyclonique est du type- constitué d'une charpente hexagonale dont les poutres de base sont assemblées en triangle équilatéral et reçoivent, dans les angles, des poutres arc-boutant s'élevant vers un noeud d'assemblage, faisant office de clef de voûte ou noeud sommital, pour assemblage des poutres faîtières, dont les extrémités sont reliées par six poutres périphériques, au moyen de noeuds d'assemblage périphériques, aux angles formés par les poutres de base assemblées en triangle, caractérisée par le fait que des câbles d'assemblage relient, par des boucles coulissant dans un plan vertical, les poutres de laThe invention tends to avoid these problems. For this purpose, the earthquake-proof and high-pressure house is of the type consisting of a hexagonal frame, the base beams of which are assembled in an equilateral triangle and receive, in the corners, buttress beams rising towards an assembly node. , acting as keystone or summit node, for assembling ridge beams, the ends of which are connected by six peripheral beams, by means of peripheral assembly nodes, at the angles formed by the basic beams assembled in a triangle, characterized by the fact that assembly cables connect, by loops sliding in a vertical plane, the beams of the
.charpente et d'autres câbles de chaînage relient, par des boucles coulissantes, les poutres de la charpente, dans un ou plusieurs plans horizontaux, aux angles ou noeuds d'assemblage ; les poutres sont pourvues de galets ou de fers ronds et doux, de manière à favoriser le glissement du ou des câbles..framework and other chaining cables connect, by sliding loops, the beams of the framework, in one or more horizontal planes, at the angles or knots of assembly; the beams are provided with rollers or soft round irons, so as to facilitate the sliding of the cable (s).
Selon un mode de réalisation, trois câbles sont disposés dans un plan vertical (poutres arc-boutant et poutres faîtières) et deux câbles sont disposés dans un plan horizontal (poutres périphériques).According to one embodiment, three cables are arranged in a vertical plane (buttress beams and ridge beams) and two cables are arranged in a horizontal plane (peripheral beams).
Au niveau du noeud sommital, les galets sont de hauteurs différentes, pour que les câbles ne frottent pas entre eux. Les boucles coulissantes sont formées par les câbles dont les extrémités sont reliées par un tendeur.At the summit node, the rollers are of different heights, so that the cables do not rub between them. The sliding loops are formed by cables, the ends of which are connected by a tensioner.
Selon un mode de réalisation, les poutres de base sont maintenues contre le sol par des câbles coulissant sur lesdites poutres sur des fers ronds et doux. Les extrémité desdits câbles sont solidaires de gueuses ancrées au sol.According to one embodiment, the basic beams are held against the ground by cables sliding on said beams on round and soft irons. The ends of said cables are united with beggars anchored to the ground.
Selon un mode de réalisation, les câbles de maintien au sol sont fixés à leur extrémité, chacun à l'extrémité des poutres de base, le câble passe dans un ou plusieurs blocs faisant office de gueuse dans des gaines remplies de graisse, le câble passe dans des étriers montés sur lesdites poutres de base, lesdits étriers sont pourvus de fers ronds et doux ou de galets favorisant le glissement des câbles.According to one embodiment, the cables for supporting the ground are fixed at their end, each at the end of the base beams, the cable passes through one or more blocks acting as a pig in sheaths filled with grease, the cable passes in stirrups mounted on said base beams, said stirrups are provided with round and soft irons or rollers promoting the sliding of the cables.
Selon un autre mode de réalisation, les extrémités des câbles qui maintiennent les poutres de base sont fixées à un contre¬ poids, ledit contre-poids est disposé dans une borne ancrée au sol et qui fait office de pied d'appui à la base de la charpente.According to another embodiment, the ends of the cables which hold the base beams are fixed to a counterweight, said counterweight is disposed in a terminal anchored to the ground and which acts as a support leg for the base of framing.
Selon un mode de réalisation, la borne est constituée de deux éléments creux qui s'assemblent par translation horizontale pour emprisonner le contre-poids relié à l'extrémité du câble de maintien des poutres de base ; une dalle creuse vient en clef s'enfoncer dans la borne par son sommet pour faire office de clef, verrouillant ainsi l'assemblage des deux éléments composant la borne. L'invention s'applique aux maisons individuelles collectives et sans limite de surface.According to one embodiment, the terminal consists of two hollow elements which are assembled by horizontal translation to trap the counterweight connected to the end of the cable for holding the base beams; a hollow slab is key inserted into the terminal by its top to act as a key, thus locking the assembly of the two components of the terminal. The invention applies to collective individual houses and without limit of surface.
Les dessins ci-joints sont donnés à titre d'exemples indicatifs et non limitatifs. Ils représentent un mode de réalisation préféré selon l'invention. Ils permettront de comprendre aisément l'invention.The attached drawings are given as indicative and non-limiting examples. They represent a preferred embodiment according to the invention. They will allow the invention to be easily understood.
• La figure 1 est une vue en perspective de la maison selon l'invention.• Figure 1 is a perspective view of the house according to the invention.
La figure 2 est une vue de la maison, vue en coupe transversale dans un plan vertical, mettant en évidence un câble coulissant formant une boucle et passant dans les poutres de base, les arc-boutant et les poutres faîtières.Figure 2 is a view of the house, seen in cross section in a vertical plane, showing a sliding cable forming a loop and passing through the base beams, the buttresses and the ridge beams.
La figure 3 est une vue en coupe de ladite maison, vue en coupe transversale dans un plan horizontal.Figure 3 is a sectional view of said house, seen in cross section in a horizontal plane.
La figure 4 est une vue en perspective d'un noeud d'assemblage périphérique qui assemble entre elles les poutres de base et les poutres faisant office d'arc-boutant ; elle met également en évidence un câble de chaînage coulissant, en forme de boucle horizontale, qui assure le maintien des arc-boutant ou poutres verticales. La figure 5 est une vue de dessus du noeud sommital où se croisent les trois câbles coulissants qui se croisent à des hauteurs différentes.Figure 4 is a perspective view of a peripheral assembly node which assembles together the base beams and the beams acting as buttresses; it also highlights a sliding chaining cable, in the form of a horizontal loop, which maintains the flying buttresses or vertical beams. Figure 5 is a top view of the top node where the three sliding cables which intersect at different heights intersect.
La figure 6 est une vue du noeud sommital vu selon la section A-A.Figure 6 is a view of the top node seen in section A-A.
La figure 7 est une vue schématique d'un mode de réalisation où les câbles de maintien au sol sont fixés à leur extrémité, chacun à l'extrémité des poutres de base, le câble passant dans un ou plusieurs blocs faisant office de gueuse. La figure 8 est une vue schématique où les extrémités des câbles qui maintiennent les poutres de base sont fixées à un contre-poids.Figure 7 is a schematic view of an embodiment where the ground support cables are fixed at their end, each at the end of the base beams, the cable passing through one or more blocks acting as pig. Figure 8 is a schematic view where the ends of the cables that hold the base beams are attached to a counterweight.
La figure 9 est une vue en perspective d'une borne ancrée au sol. La figure 10 est une vue éclatée des différents éléments composant la borne.Figure 9 is a perspective view of a terminal anchored to the ground. Figure 10 is an exploded view of the various elements making up the terminal.
La figure 11 est une vue en coupe du sommet de la maison, elle met en évidence le dispositif d'arrosage par canalisation centrale qui permet de diffuser un rideau d'eau sur toutes les faces de la maison.Figure 11 is a sectional view of the top of the house, it highlights the watering device by central pipe which allows to spread a curtain of water on all sides of the house.
La maison antisismique et anticyclonique est du type constitué d'une charpente hexagonale telle que représentée à la figure 1.The earthquake-proof and high-pressure house is of the type made up of a hexagonal frame as shown in FIG. 1.
Les poutres de base 1 sont assemblées en triangle équilatéral et reçoivent, dans les angles 2, des poutres arc-boutant 3 s'élevant vers un noeud d'assemblage faisant office de clef de voûte ou noeud sommital 4 pour assemblage des poutres faîtières 5. Les extrémités desdites poutres faîtières 5 sont reliées par six poutres périphériques ou poutres verticales 3 au moyen de noeuds d'assemblage périphériques 6, aux angles formés par les poutres de base 1 assemblées en triangle.The base beams 1 are assembled in an equilateral triangle and receive, in the angles 2, buttress beams 3 rising towards an assembly node acting as keystone or top node 4 for assembling ridge beams 5. The ends of said ridge beams 5 are connected by six peripheral beams or vertical beams 3 by means of peripheral assembly nodes 6, at the angles formed by the base beams 1 assembled in a triangle.
Les câbles d'assemblage 7 relient, par des boucles coulissant dans un plan vertical, les poutres 1,3,5 de la charpente et d'autres câbles 8 de chaînage relient, par des boucles coulissantes, les poutres 3 périphériques verticales de la charpente dans un ou plusieurs plans horizontaux aux angles ou noeuds d'assemblage périphériques 6,2.The assembly cables 7 connect, by loops sliding in a vertical plane, the beams 1,3,5 of the frame and other chaining cables 8 connect, by sliding loops, the beams 3 vertical peripherals of the frame in one or more horizontal planes at the angles or peripheral joining nodes 6.2.
Dans la figure 2, il est mis en évidence un câble coulissant 7 formant une boucle dans un plan vertical ; il relie les poutres de base 1, les arc-boutant ou poutres verticales 3 et les poutres faîtières .In Figure 2, it is highlighted a sliding cable 7 forming a loop in a vertical plane; it connects the basic beams 1, the flying buttresses or vertical beams 3 and the beams ridge pieces.
A la figure 3, un câble coulissant 8 est représenté ; il relie les poutres de base, poutres horizontales, qui forment la base des triangles équilatéraux dont le sommet forme le noeud d'assemblage qui relie tous les sommets des triangles équilatéraux.In Figure 3, a sliding cable 8 is shown; it connects the basic beams, horizontal beams, which form the base of the equilateral triangles whose apex forms the assembly node which connects all the vertices of the equilateral triangles.
Aux angles ou noeuds d'assemblage, les poutres 1,3,5 sont pourvues de galets ou de fers ronds et doux 9,10,11 de manière à favoriser le glissement du ou des câbles 7 et 8.At the angles or knots of assembly, the beams 1,3,5 are provided with rollers or round soft irons 9,10,11 so as to favor the sliding of the cable or cables 7 and 8.
Dans le mode de réalisation représenté sur les figures jointes, trois câbles 7 sont disposés dans un plan vertical pour maintenir les poutres arc-boutant 3 et les poutres faîtières 5 et deux câbles 8 sont disposés dans un plan horizontal pour maintenir entre elles les poutres de base, poutres périphériques 1.In the embodiment shown in the accompanying figures, three cables 7 are arranged in a vertical plane to hold the buttress beams 3 and the ridge beams 5 and two cables 8 are arranged in a horizontal plane to hold together the beams of base, peripheral beams 1.
Comme représenté à la figure 4, au niveau d'un angle 2, un noeud d'assemblage périphérique permet d'assembler les poutres verticales ou arc-boutant 3 et les poutres de base 1. Il permet également le passage du câble 7 formant une boucle dans un plan vertical et du câble 8 formant une boucle coulissant dans un plan horizontal. A cet effet, le noeud périphérique comporte des galets 9, 10, 11 au niveau de chaque angle vif, ou si ce n'est des galets, des fers ronds et doux, de manière à favoriser le glissement άesdits câbles 7 (câble vertical) et 8 (câble horizontal). Dans ce mode de réalisation, il y a deux câbles horizontaux (8) et trois câbles verticaux (7). Dans la figure 6, au niveau du noeud sommital 4, les galets 12> qui débouchent au niveau de chaque branche 13 du noeud sommital 4, sont disposés à des hauteurs différentes pour que les différents câbles 7, qui forment les boucles coulissant dans un plan vertical, ne frottent pas entre eux. Comme représenté sur les figures 2 et 3, les câbles 7 et 8, qui forment les boucles coulissantes, sont reliés par leurs extrémités par des tendeurs 14.As shown in Figure 4, at an angle 2, a peripheral assembly node allows to assemble the vertical beams or buttress 3 and the base beams 1. It also allows the passage of the cable 7 forming a loop in a vertical plane and cable 8 forming a sliding loop in a horizontal plane. To this end, the peripheral node has rollers 9, 10, 11 at each sharp angle, or if not rollers, round and soft irons, so as to promote the sliding of said cables 7 (vertical cable) and 8 (horizontal cable). In this embodiment, there are two horizontal cables (8) and three vertical cables (7). In Figure 6, at the summit node 4, the rollers 12> which open at each branch 13 of the summit node 4, are arranged at different heights so that the different cables 7, which form the loops sliding in a plane vertical, do not rub between them. As shown in FIGS. 2 and 3, the cables 7 and 8, which form the sliding loops, are connected at their ends by tensioners 14.
Selon un mode de réalisation représenté à la figure 7, les poutres de base 1 sont maintenues contre le sol par des câbles coulissants 15 qui passent dans des étriers 16, solidaires des poutres de base 11. Au passage dans les étriers 16, ceux-ci comportent des galets ou fers ronds et doux 17 assurant le glissement des câbles 15. Les câbles 15 forment des anses qui passent dans un ou plusieurs étriers 16 des différentes poutres de base 1.According to an embodiment shown in Figure 7, the base beams 1 are held against the ground by sliding cables 15 which pass through stirrups 16, integral with the base beams 11. In passing in the stirrups 16, these have round and soft rollers or irons 17 ensuring the sliding of the cables 15. The cables 15 form handles which pass in one or more stirrups 16 of the different beams basic 1.
Ces câbles passent également dans un ou plusieurs blocs 18 ou 19 qui font office de gueuses. Les câbles 15 passent dans des gaines 20 qui sont remplies de graisse et, ce, de manière à faciliter, d'une part la conservation des câbles en bon état et, d'autre part, le coulissement.These cables also pass through one or more blocks 18 or 19 which act as pigs. The cables 15 pass through sheaths 20 which are filled with grease, so as to facilitate, on the one hand, the conservation of the cables in good condition and, on the other hand, the sliding.
Selon un autre mode de réalisation, représenté sur les figures 8 et 10, les extrémités des câbles 21 sont fixées à un contre¬ poids 22. Ledit contre-poids 22 est disposé dans une borne 23, ancrée au sol et qui fait office de pied d'appui à la base de la charpente.According to another embodiment, shown in FIGS. 8 and 10, the ends of the cables 21 are fixed to a counterweight 22. Said counterweight 22 is disposed in a terminal 23, anchored to the ground and which acts as a foot support at the base of the frame.
Cette borne 23 est constituée de deux éléments 24, 25, éléments creux qui s'assemblent par translation horizontale pour emprisonner le contre-poids 22, relié à l'extrémité du câble 21, qui maintient les poutres de base 1. Une dalle creuse 26 vient en clef s'enfoncer dans les deux-tiers du sommet de la borne 23 pour faire office de clef de verrouillage et d'assemblage des deux éléments 24, 25, composant ladite borne 23.This terminal 23 consists of two elements 24, 25, hollow elements which assemble by horizontal translation to trap the counterweight 22, connected to the end of the cable 21, which holds the base beams 1. A hollow slab 26 key enters into two-thirds of the top of terminal 23 to act as a locking key and assembly of the two elements 24, 25, making up said terminal 23.
Selon un autre mode de réalisation, représenté sur à la figure 2, la maison peut être pourvue d'un dispositif d'arrosage par canalisation centrale 27. Cette canalisation centrale 27 permet de diffuser, par le noeud sommital 4, un rideau d'eau 28 qui tombe sur toutes les faces de la maison, maintenant celle-ci à une température peu élevée. According to another embodiment, represented on in FIG. 2, the house can be provided with a sprinkler device by central pipe 27. This central pipe 27 makes it possible to diffuse, by the summit node 4, a curtain of water 28 which falls on all sides of the house, keeping it at a low temperature.
REFERENCESREFERENCES
1. Poutres de base1. Basic beams
2. Angles des poutres arc-boutant ou noeud d'assemblage2. Angles of the buttress beams or joining node
3. Poutres arc-boutant composées des poutres faitières 5 et des poutres périphériques verticales 33. Flying beams composed of ridge beams 5 and vertical peripheral beams 3
4. Noeud sommital4. Summit node
5. Poutres faîtières5. Ridge beams
6. Noeuds d'assemblage périphérique6. Peripheral assembly nodes
7. Câbles d'assemblage 8. Câbles de chaînage7. Assembly cables 8. Chaining cables
9. 10. 11. Galets ou fers ronds9. 10. 11. Rollers or round irons
12. Galets du noeud sommital12. Pebbles of the summit node
13. Branches du noeud sommital13. Branches of the summit node
14. Tendeurs 15. Câbles coulissants14. Tensioners 15. Sliding cables
16. Etriers16. Stirrups
17. Galets ou fers ronds et doux17. Soft round pebbles or irons
18. 19. Bloc faisant office de gueuse 20. Gaines 21. Câbles18. 19. Block acting as piggy 20. Sheaths 21. Cables
22. Contre-poids22. Counterweight
23. Borne23. Terminal
24. 25. Eléments creux de la borne 26. Dalle creuse 27. Canalisation centrale 28.- Rideau d'eau 24. 25. Hollow elements of the terminal 26. Hollow slab 27. Central pipeline 28.- Water curtain

Claims

REVENDICATIONS
1. Maison antisismique et anticyclonique, du type constitué d'une charpente hexagonale dont les poutres de base (1) sont assemblées en triangle équilatéral et reçoivent, dans les angles, des poutres arc-boutant (3,5) s'élevant vers un noeud d'assemblage, faisant office de clef de voûte ou noeud sommital1. Earthquake-proof and high-pressure house, of the type made up of a hexagonal frame, the basic beams (1) of which are assembled in an equilateral triangle and receive, in the corners, flying beams (3,5) rising towards a assembly node, acting as keystone or summit node
(4), pour assemblage des poutres faîtières (5), dont les extrémités sont reliées par six poutres périphériques (3), au moyen de noeuds d'assemblage périphériques (6), aux angles formés par les poutres de base (1) assemblées en triangle, caractérisée par le fait que des câbles d'assemblage (7) relient, par des boucles coulissant dans un plan vertical, les poutres (1,3,5) de la charpente et d'autres câbles (8) de chaînage relient, par des boucles coulissantes, les poutres (3) périphériques verticales de la charpente, dans un ou plusieurs plans horizontaux, aux angles ou noeuds d'assemblage périphériques (6,(4), for assembling ridge beams (5), the ends of which are connected by six peripheral beams (3), by means of peripheral assembly nodes (6), at the angles formed by the assembled base beams (1) in triangle, characterized by the fact that assembly cables (7) connect, by loops sliding in a vertical plane, the beams (1,3,5) of the frame and other chaining cables (8) connect , by sliding loops, the vertical peripheral beams (3) of the frame, in one or more horizontal planes, at the peripheral angles or nodes of assembly (6,
2) ; les poutres (1,2); the beams (1,
3,5) sont pourvues de galets ou de fers ronds et doux (9, 10, 11), de manière à favoriser le glissement du ou des câbles (7,8). 2. Maison antisismique et anticyclonique selon la revendication 1, caractérisée par le fait que trois câbles (7) sont disposés dans un plan vertical (poutres arc-boutant (3) et poutres faîtières (5)) et deux câbles (8) sont disposés dans un plan horizontal (poutres périphériques verticales (3)).3,5) are provided with rollers or soft round irons (9, 10, 11), so as to favor the sliding of the cable (s) (7,8). 2. Earthquake and anticyclonic house according to claim 1, characterized in that three cables (7) are arranged in a vertical plane (buttress beams (3) and ridge beams (5)) and two cables (8) are arranged in a horizontal plane (vertical peripheral beams (3)).
• 3. Maison antisismique et anticyclonique selon la revendication 1, caractérisée par le fait qu'au niveau du noeud sommital (4), les galets (12) sont de hauteurs différentes, pour que les câbles (7) ne frottent pas entre eux.• 3. earthquake-proof and high pressure house according to claim 1, characterized in that at the top node (4), the rollers (12) are of different heights, so that the cables (7) do not rub between them.
4. Maison antisismique et anticyclonique selon la revendication 1, caractérisée par le fait que les poutres de base (1) sont maintenues contre le sol par des câbles (15) coulissant sur lesdites poutres (1) sur des fers ronds et doux (17) ; les extrémités desdits câbles (15) sont solidaires de gueuses (18,19) ancrées au sol.4. Earthquake and high pressure house according to claim 1, characterized in that the base beams (1) are held against the ground by cables (15) sliding on said beams (1) on round and soft irons (17) ; the ends of said cables (15) are integral with pigs (18,19) anchored to the ground.
5. Maison antisismique et anticyclonique selon la revendication 1, caractérisée par le fait que les câbles (15) de maintien au sol sont fixés à leur extrémité, chacun à l'extrémité des poutres de base (1) ; le câble (15) passe dans un ou plusieurs blocs (18, 19) faisant office de gueuse dans des gaines (20) remplies de graisse, le câble (15) passe dans des étriers (16) montés sur lesdites poutres de base (1), lesdits étriers (16) sont pourvus de fers ronds et doux ou de galets (17) favorisant le glissement des câbles (15).5. Earthquake and high pressure house according to claim 1, characterized in that the cables (15) for maintaining the ground are fixed to their end, each at the end of the base beams (1); the cable (15) passes through one or more blocks (18, 19) acting as a pig in sheaths (20) filled with grease, the cable (15) passes through stirrups (16) mounted on said base beams (1 ), said stirrups (16) are provided with round and soft irons or rollers (17) favoring the sliding of the cables (15).
6. Maison antisismique et anticyclonique selon la revendication 1, caractérisée par le fait que les extrémités des câbles (21) qui maintiennent les poutres de base (1) sont fixées à un contre-poids (22), ledit contre-poids (22) est disposé dans une borne (23) ancrée au sol et qui fait office de pied d'appui à la base de la charpente.6. Earthquake and anticyclonic house according to claim 1, characterized in that the ends of the cables (21) which hold the base beams (1) are fixed to a counterweight (22), said counterweight (22) is arranged in a terminal (23) anchored to the ground and which acts as a support leg at the base of the frame.
7. Maison antisismique et anticyclonique selon la revendiation 6, caractérisée par le fait que la borne (23) est constituée de deux éléments creux (24, 25) qui s'assemblent par translation horizontale pour emprisonner le contre-poids (22) relié à 1'extrémité du câble (21) de maintien des poutres de base (1) ; une dalle creuse (26) vient en clef s'enfoncer dans la borne (23) par son sommet pour faire office de clef, verrouillant ainsi l'assemblage des deux éléments (24, 25) composant la borne (23).7. Earthquake and anticyclonic house according to claim 6, characterized in that the terminal (23) consists of two hollow elements (24, 25) which are assembled by horizontal translation to trap the counterweight (22) connected to The end of the cable (21) for holding the base beams (1); a hollow slab (26) key enters the terminal (23) by its top to act as a key, thus locking the assembly of the two elements (24, 25) composing the terminal (23).
8. Maison antisismique et anticyclonique selon la revendication 1, caractérisée par le fait que la maison peut être pourvue d'un dispositif d'arrosage par canalisation centrale (27) ; cette canalisation centrale (27) permet de diffuser, par le noeud sommital (4), un rideau d'eau (28) qui tombe sur toutes les faces de la maison. 8. Earthquake and high pressure house according to claim 1, characterized in that the house can be provided with a sprinkler device by central pipe (27); this central pipe (27) makes it possible to diffuse, through the top node (4), a curtain of water (28) which falls on all the faces of the house.
PCT/FR1992/000439 1991-07-01 1992-05-18 Earthquake and hurricane-proof dwelling WO1993001381A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9108421A FR2678667B1 (en) 1991-07-01 1991-07-01 ANTISISMIC AND ANTICYCLONIC HOUSE.
FR91/08421 1991-07-01

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FR (1) FR2678667B1 (en)
WO (1) WO1993001381A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1994026990A1 (en) * 1993-05-13 1994-11-24 Janice Margaret Smith Assembly construction
CN115030319A (en) * 2022-06-22 2022-09-09 重庆第二师范学院 A antidetonation frame construction for building are built

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2542032A1 (en) * 1983-03-04 1984-09-07 Landrin Jean Pierre ORIENTABLE ANTISISMIC HOUSE
FR2560625A2 (en) * 1983-03-04 1985-09-06 Landrin Jean Pierre ORIENTABLE ANTISISMIC HOUSE WITH SIMPLIFIED RIGID FASTENERS FOR FRAME KNOTS AND TUBULAR SUPPORT LEGS
FR2581690A1 (en) * 1985-05-07 1986-11-14 Androsiglio Raphael SHOCK ABSORBER OF SEISMIC SHAKERS TRANSMITTED TO A BUILDING

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2542032A1 (en) * 1983-03-04 1984-09-07 Landrin Jean Pierre ORIENTABLE ANTISISMIC HOUSE
FR2560625A2 (en) * 1983-03-04 1985-09-06 Landrin Jean Pierre ORIENTABLE ANTISISMIC HOUSE WITH SIMPLIFIED RIGID FASTENERS FOR FRAME KNOTS AND TUBULAR SUPPORT LEGS
FR2581690A1 (en) * 1985-05-07 1986-11-14 Androsiglio Raphael SHOCK ABSORBER OF SEISMIC SHAKERS TRANSMITTED TO A BUILDING

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1994026990A1 (en) * 1993-05-13 1994-11-24 Janice Margaret Smith Assembly construction
CN115030319A (en) * 2022-06-22 2022-09-09 重庆第二师范学院 A antidetonation frame construction for building are built
CN115030319B (en) * 2022-06-22 2023-10-31 重庆第二师范学院 Anti-seismic frame structure for house building

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AU1884192A (en) 1993-02-11
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