EP0481146A1 - Antiseismisches, modulares Bauwerk - Google Patents

Antiseismisches, modulares Bauwerk Download PDF

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Publication number
EP0481146A1
EP0481146A1 EP90401982A EP90401982A EP0481146A1 EP 0481146 A1 EP0481146 A1 EP 0481146A1 EP 90401982 A EP90401982 A EP 90401982A EP 90401982 A EP90401982 A EP 90401982A EP 0481146 A1 EP0481146 A1 EP 0481146A1
Authority
EP
European Patent Office
Prior art keywords
modules
construction according
construction
levels
elements
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.)
Withdrawn
Application number
EP90401982A
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English (en)
French (fr)
Inventor
Christian Fort
Jean-Pierre Nesler
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.)
NESLER JEAN PIERRE
Original Assignee
NESLER JEAN PIERRE
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 NESLER JEAN PIERRE filed Critical NESLER JEAN PIERRE
Publication of EP0481146A1 publication Critical patent/EP0481146A1/de
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B2001/0053—Buildings characterised by their shape or layout grid

Definitions

  • the present invention relates to a modular earthquake-resistant construction, that is to say a construction which, on the one hand, is composed of elements which are largely identical to each other, which allows their prefabrication on a large scale, and therefore relatively relative costs. weak, while presenting very wide architectural and aesthetic possibilities, and which, on the other hand, is able to resist without significant damage to earthquakes of high intensity.
  • the aim of the present invention is to propose a construction of the kind specified above which is more resistant to earthquakes than the buildings currently known, while offering vast architectural possibilities.
  • this object and others which will appear subsequently are achieved thanks to a modular construction which is characterized by the fact that it rests on the ground. without foundations or vertical connection, and that it is constituted by a plurality of levels which are superimposed without any vertical connection.
  • each of its levels consists of modules, all identical to each other in their general shape, which are juxtaposed in the transverse direction and which are connected together by transverse cables .
  • the adjoining modules are separated from one another by elastic seals, which increases the resistance of the assembly in the event of a earthquake.
  • the upper part of the modules of the construction according to the invention has the form of a vault, and the upper surface thereof the latter carries at its top a longitudinal flange which supports the lower edges of two contiguous modules of the upper level, or the lower edge of a module of the upper level in the case of an end module.
  • This arrangement reduces the contact surface between the various superimposed levels, which facilitates their relative sliding in the event of an earthquake, and therefore increases safety, while offering a satisfactory aesthetic appearance, a rubber or polymer mat preferably being placed on the aforementioned longitudinal sole, below the lubricated steel plate which is interposed between this sole and the upper module or modules.
  • each of them is preferably provided with at least one transverse tie rod.
  • the latter advantageously rests on the ground with the interposition of a coating compacted with hedgehogs and a rubber or polymer mat.
  • each of the construction modules is made up of elements, all identical to each other in their general shape, which are juxtaposed in the longitudinal direction and which are connected together by longitudinal cables .
  • This arrangement amplifies the modular nature of the construction and the advantages associated with it.
  • the elements that make up the building modules are bonded together using a polymer.
  • At least two contiguous modules are interconnected by at least one opening provided with an awning at its upper part.
  • the openings facing the two modules, as well as the canopy which surmounts them, provides a passage between two modules which is sheltered despite the arched shape of the upper part of the modules, while such a canopy opening, when is isolated because located on the front, provides the possibility of making a balcony.
  • the earthquake-resistant construction according to the invention which is generally designated by the reference 1 rests directly on the ground S, without the use of foundations, and it is constituted by a plurality of levels 2, here four in number, each of which is composed of juxtaposed longitudinal modules 3 which are all identical to each other in their general conformation, no vertical connection being provided between the various levels 2.
  • each module 3 has the shape of a semicircular arch on the top of which symmetrically bear the lower edges of two contiguous modules of the upper level, except for the last level, of course, whose modules are free at the top.
  • each module 3 thus extending between the top of the upper surface of two contiguous modules of the lower level, the extreme modules of each level are free on their half which is located outside, so that each level 2 has a number of modules 3 which is one unit lower than that of the lower level.
  • FIG. 1 There is thus shown in the diagram of Figure 1 a building with four levels comprising respectively seven, six, five and four modules, or 22 modules in total.
  • the ground S is simply stripped and covered with a compact covering of hedgehogs 4 coated with sand or clay on which a carpet 5 of rubber or of a suitable polymer is rolled out.
  • the construction 1 is simply placed on the mat 5.
  • each module 3 - with the exception, of course, of those of the last level - has at its upper part a sole 6 on the flat upper part of which a carpet is placed unrolled 7 similar to the mat 5 of the connection between the building and the ground.
  • a steel plate 8 coated with a high viscosity lubricant rests on the belt 7, and the adjoining modules 3 ′ and 3 "of the upper level are simply supported by their lower edges on the plate 8.
  • each module 3 is composed of a plurality of elements 9 which all have the same general shape and which are juxtaposed in the longitudinal direction of the modules.
  • Some of these elements can have the shape of a simple tunnel section, like the one indicated in 9a in FIG. 1, but others, 9b, can have on each of these sides an opening 10 provided with a canopy 11 to its upper part, so that two juxtaposed elements 9b communicate with each other by a transverse passage which is formed by their openings 10 which are superposed, and which is separated from the outside at its upper part by the awnings 11, despite the arches of the upper parts of the elements.
  • the elements 9 are constructed on a floor 12, for example of reinforced concrete, shown in FIG. 4, and tie rods 13 can be stretched transversely at the top of their vault. They can include all the architectural elements desired, and FIG. 4 shows by way of example an element 9 which is intended to be placed on the facade and which comprises a French window 14 and a balcony 15.
  • the elements 9 are bonded to each other in the longitudinal direction by means of suitable polymers, while the modules 3 are separated from each other by flexible and compressible seals.
  • the horizontal connections which interconnect the various elements 9 of the same module 3 and the various modules 3 of the same level 2 are provided by cables stretched in post-stress which pass through household channels in the floor and the vault of the various elements.
  • cables stretched in post-stress which pass through household channels in the floor and the vault of the various elements.
  • six longitudinal cables 16 which pass through the floor of an element 9, and four longitudinal cables 17 which pass through its roof.
  • This same figure 4 also shows transverse floor cables, 18, and roof cables, 19, which are three in number for each group, and which interconnect the contiguous elements of two adjacent modules.
  • the number, the arrangement and the constitution of these cables can be modified according, in particular, to climatic conditions.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP90401982A 1989-04-12 1990-07-10 Antiseismisches, modulares Bauwerk Withdrawn EP0481146A1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8904802A FR2645893B1 (fr) 1989-04-12 1989-04-12 Construction modulaire antisismique

Publications (1)

Publication Number Publication Date
EP0481146A1 true EP0481146A1 (de) 1992-04-22

Family

ID=9380618

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90401982A Withdrawn EP0481146A1 (de) 1989-04-12 1990-07-10 Antiseismisches, modulares Bauwerk

Country Status (2)

Country Link
EP (1) EP0481146A1 (de)
FR (1) FR2645893B1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002044487A1 (es) * 2000-11-29 2002-06-06 BARJA LÓPEZ, Gervasio Un modulo estructural para la construccion de espacios de habitacion en una serie teoricamente infinita en planos horizontales y verticales, por yuxtaposicion del mismo con relacion a modulos similares
US6581340B2 (en) 2000-09-22 2003-06-24 Innovacion Y Diseno Orovay, S.L. Modular anti-seismic protection device to be used in buildings and similar constructions

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2645893B1 (fr) * 1989-04-12 1995-09-22 Fort Christian Construction modulaire antisismique
WO2013175027A1 (es) * 2012-05-23 2013-11-28 Anton Arquitectos, S.L.U. Módulo habitable y sistema de construcción modular de espacios para habitar

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1232626A (fr) * 1959-07-22 1960-10-11 éléments tubulaires de construction et leurs assemblages
US3233376A (en) * 1962-04-17 1966-02-08 Prescon Corp Shear unit and shear connection between structures
FR2127280A7 (de) * 1971-03-03 1972-10-13 Desenfant Andre
US3952474A (en) * 1969-06-02 1976-04-27 Rice Edward K Method of assembling building structures
FR2510645A1 (fr) * 1981-07-29 1983-02-04 Reaud Louis Cellule d'habitation modulaire antisismique pour logement, de preference de plain-pied et construction realisee par l'assemblage de ces cellules
DE3443938A1 (de) * 1984-12-01 1986-06-05 Rolf 6238 Hofheim Höricht Fertigbauteil
FR2619589A1 (fr) * 1987-08-17 1989-02-24 Riche Daniel Procede de construction parasismique de batiments en beton arme
FR2645893A1 (fr) * 1989-04-12 1990-10-19 Fort Christian Construction modulaire antisismique

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3443998A1 (de) * 1984-12-01 1986-06-05 Boehringer Mannheim Gmbh, 6800 Mannheim Amino-propanol-derivate, verfahren zu ihrer herstellung und diese verbindungen enthaltende arzneimittel sowie zwischenprodukte

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1232626A (fr) * 1959-07-22 1960-10-11 éléments tubulaires de construction et leurs assemblages
US3233376A (en) * 1962-04-17 1966-02-08 Prescon Corp Shear unit and shear connection between structures
US3952474A (en) * 1969-06-02 1976-04-27 Rice Edward K Method of assembling building structures
FR2127280A7 (de) * 1971-03-03 1972-10-13 Desenfant Andre
FR2510645A1 (fr) * 1981-07-29 1983-02-04 Reaud Louis Cellule d'habitation modulaire antisismique pour logement, de preference de plain-pied et construction realisee par l'assemblage de ces cellules
DE3443938A1 (de) * 1984-12-01 1986-06-05 Rolf 6238 Hofheim Höricht Fertigbauteil
FR2619589A1 (fr) * 1987-08-17 1989-02-24 Riche Daniel Procede de construction parasismique de batiments en beton arme
FR2645893A1 (fr) * 1989-04-12 1990-10-19 Fort Christian Construction modulaire antisismique

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6581340B2 (en) 2000-09-22 2003-06-24 Innovacion Y Diseno Orovay, S.L. Modular anti-seismic protection device to be used in buildings and similar constructions
RU2250308C2 (ru) * 2000-09-22 2005-04-20 Инновасион И Дисеньо Оровай, С.Л. Модульное антисейсмическое защитное устройство для использования в зданиях и аналогичных сооружениях
WO2002044487A1 (es) * 2000-11-29 2002-06-06 BARJA LÓPEZ, Gervasio Un modulo estructural para la construccion de espacios de habitacion en una serie teoricamente infinita en planos horizontales y verticales, por yuxtaposicion del mismo con relacion a modulos similares

Also Published As

Publication number Publication date
FR2645893A1 (fr) 1990-10-19
FR2645893B1 (fr) 1995-09-22

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