EP0962603A1 - Modulare, einschalige Gebäudestruktur - Google Patents

Modulare, einschalige Gebäudestruktur Download PDF

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Publication number
EP0962603A1
EP0962603A1 EP99440125A EP99440125A EP0962603A1 EP 0962603 A1 EP0962603 A1 EP 0962603A1 EP 99440125 A EP99440125 A EP 99440125A EP 99440125 A EP99440125 A EP 99440125A EP 0962603 A1 EP0962603 A1 EP 0962603A1
Authority
EP
European Patent Office
Prior art keywords
building structure
structure according
stud
monocoque
metal
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Withdrawn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
EP99440125A
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English (en)
French (fr)
Inventor
Thierry Baur
Brigitte Baur
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0962603A1 publication Critical patent/EP0962603A1/de
Withdrawn legal-status Critical Current

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Classifications

    • 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
    • E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
    • 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
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers

Definitions

  • the invention relates to a modular monocoque building structure.
  • It relates more particularly to a building structure consisting at least two monocoque concrete elements, which can be assembled in different ways to form a habitable structure on one or several levels.
  • the document FR 84 0300 describes a modular structure. formed from simple monocoque elements. each with minus a pass-through opening in one of the vertical walls.
  • the assembly is carried out by placing two elements side by side, such so that two openings match, and by making a joint in the passage area between the two openings.
  • the modularity is not total, since it will always take into account predefined openings in the elements, which therefore cannot be completely free and arbitrary.
  • the present invention proposes to remedy these drawbacks by realizing a modular monohull building.
  • the object of the invention is to propose a building composed of monocoque elements, which can be assembled at the choice of the user, in the horizontal plane or in the vertical plane, without as much to obstruct the qualities of resistance and finish of the whole.
  • the building according to the invention is characterized in that it is consisting of at least two monocoque concrete elements, which can be arranged one beside the other or one on top of the other at the choice of the user, each monocoque element comprising means for absorption of vibrations.
  • These means include a sleeve composed of a circular stud produced made of elastomer and interposed between two shells, in reservations made in concrete, the assembly allowing to accumulate and disperse all vertical and horizontal oscillations.
  • the building structure according to the present invention is composed of at least at least two superimposed monocoque elements (1).
  • the number of elements used to form the structure is not limited, from same as the number of overlay level.
  • an element making up the structure can equally be arranged exactly on the lower level element or straddling two elements placed side by side.
  • Figure 1 shows an example of a three-level structure, in which the basic monocoque element is placed on the foundations of the structure, the second level monocoque element being arranged exactly above the first and the third monocoque element level being arranged astride the previous one.
  • Each monocoque element has at its base means (2) for absorption of vibrations, forming a buffer with the foundations of the basic element, or with the monocoque element (s) of the level lower, with regard to the other elements.
  • the absorption means (2) comprise a sleeve (3) made of elastomeric and cylindrical in shape.
  • the sleeve (3) is arranged between two monocoque concrete boxes (1 ') and (1 ") of a building. inside dwellings (4) arranged in correspondence, respectively on the underside of the box monocoque (1 ") and on the upper face of the monocoque box (1 ').
  • a sleeve (3 ') separate from the previous one is placed between the box first level monohull and foundation, or between a concrete slab armed and the foundation.
  • FIGS 2 and 3 illustrate a first possible embodiment of the vibration absorption means (2), for use in the structure of building according to the invention.
  • the sleeve (3) is composed of a stud (5) made of elastomer, the central part is conical in shape and has several recesses cylindrical (6) peripheral, with axes parallel to the axis (8) of the sleeve.
  • the recesses (6) will be eight in number, and will be arranged symmetrically around the axis (8).
  • the stud (5) has in its center a passing orifice (9) for the passage a bolt (10) for fixing the monocoque boxes which correspond, with an operating clearance between the stud and the bolt.
  • the bolt (10) can either be replaced by a threaded rod.
  • the bolt (10) acts as a torsion bar in the event of oscillation or vibrations affecting the structure, and thus opposes the loosening of sleeves between the superimposed monohull housings.
  • an opening (9 ') will be provided in the concrete surrounding the central hole (9) of the sleeve, of larger diameter, for prevent the concrete constituting the monohull caissons from breaking, in the event of of torsion of the bolt (10).
  • the studs can have substantially the same height.
  • the recesses (6) can be of shape cylindrical. It is also possible to provide individual studs prefabricated, which will be arranged so as to arrange the recess of desired shape.
  • the building structure thus constituted allows the accumulation and dispersion of horizontal oscillations, whatever their directions while controlling and minimizing their transmission to the caissons higher or lower level monohulls.
  • Figures 4 to 6 show another possible embodiment of vibration absorbing means, for use in the structure of building according to the invention.
  • the sleeve (3 ') is placed between an element concrete monohull (1) and the foundation (30), in a housing (4 ') provided for this effect on the underside of said monocoque element.
  • Sleeves identical are arranged at the four corners of the building.
  • An elastomer block (5 '), of variable density, is placed in a box circular metal (12).
  • the stud (5 ′) comprises a low crown (13) also made of elastomer, having recesses (14), which may be cylindrical or conical.
  • the elastomer pad (5 ') has a smaller diameter than that of the metal box (12), to allow the polymeric material to settle after the installation of the concrete monohull (1).
  • the box (12) is welded to a plate metallic (15), itself arranged on a hard rubber plate (16).
  • the assembly is fixed to the foundation (30) by means of four anchor pins (17).
  • the sleeves make it possible to accumulate and disperse both vertical and horizontal oscillations.
  • the assembly can be compressed in order to accumulate and disperse the deformations due to horizontal oscillations.
  • the upper part of the elastomer block (5 ') is housed in a box metallic (19) circular, itself welded to another metallic casing (20) of higher dimension.
  • the assembly formed by the boxes (19) and (20) is fixed to the concrete slab armed with the upper level concrete monohull.
  • the connection between the box metallic (20) and the concrete will be made using welded concrete irons on the top of said box, and connected to the frame of the monohulls, the whole being placed at the bottom of the formwork before pouring the concrete.
  • the length of the concrete reinforcing bars depends on the dimensions of the monohulls concrete, and the span between the studs.
  • the slip between the stud (5 ') and the assembly formed by the boxes metallic (19) and (20) is progressive. Indeed, the structure can collect several vertical and horizontal shocks and oscillations without breaking the lower and upper welds of the metal boxes (15), (19) and (20).
  • the present invention is not limited to the examples of embodiments described above, but extends to any obvious modification and variation for a skilled in the art.
  • the number of monocoque elements and their superposition methods, as well as the shape of the studs and recesses, may vary without departing from the scope of the invention.

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  • 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)
EP99440125A 1998-06-03 1999-05-31 Modulare, einschalige Gebäudestruktur Withdrawn EP0962603A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9807135 1998-06-03
FR9807135A FR2779458B1 (fr) 1998-06-03 1998-06-03 Structure de batiment monocoque modulaire

Publications (1)

Publication Number Publication Date
EP0962603A1 true EP0962603A1 (de) 1999-12-08

Family

ID=9527094

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99440125A Withdrawn EP0962603A1 (de) 1998-06-03 1999-05-31 Modulare, einschalige Gebäudestruktur

Country Status (3)

Country Link
EP (1) EP0962603A1 (de)
FR (1) FR2779458B1 (de)
MA (1) MA24871A1 (de)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1184521A1 (de) * 2000-09-01 2002-03-06 Thierry Baur Verbesserte modulare und einschalige Gebäudestruktur
WO2002018721A1 (en) * 2000-08-31 2002-03-07 Marche Peter William De Modular buildings
EP1406825A1 (de) * 2001-06-13 2004-04-14 Sky Technology Pte. Ltd. Handhabung von schüttgut unter verwendung von behältern und vorrichtung dafür
EP1544366A1 (de) * 2003-12-18 2005-06-22 Elcon AG Gebäude aus vorfabrizierten Raumzellen
EP1700964A2 (de) * 2005-03-03 2006-09-13 Compact-Habit, S.L. Modulares Bausystem und Verfahren zum geebneten Aufbau von vorgefertigten Baumodulen
CN105649229A (zh) * 2016-03-07 2016-06-08 山东大学 一种多维抗扭转减振器
EP3498929A1 (de) * 2017-12-15 2019-06-19 CasaPor GmbH Hochbau-gebäudemodul und daraus hergestelltes gebäude
IT202000001177A1 (it) * 2020-01-29 2021-07-29 Santis Giovanni De Nodo di connessione per tiranti in barre filettate a risposta dinamica regolabile con cuscino elastomerico non confinato

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0240572A1 (de) * 1985-09-18 1987-10-14 Chubu Denryoku Kabushiki Kaisha Anlage zur verhütung von erdbeben
US4718206A (en) * 1986-09-08 1988-01-12 Fyfe Edward R Apparatus for limiting the effect of vibrations between a structure and its foundation
US4901486A (en) * 1987-03-06 1990-02-20 Kajima Corporation Elasto-plastic damper
JPH0868234A (ja) * 1994-08-30 1996-03-12 Bridgestone Corp 免震装置
WO1996024735A2 (en) * 1995-02-07 1996-08-15 The Trustees Of The Don Trust Pre-cast building methods and components
WO1997018357A1 (fr) * 1995-11-16 1997-05-22 Lingqun Li Ensemble porteur antisismique entre un batiment et ses fondations

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR840300A (fr) 1937-07-08 1939-04-21 Ig Farbenindustrie Ag Procédé pour préparer le butadiène

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0240572A1 (de) * 1985-09-18 1987-10-14 Chubu Denryoku Kabushiki Kaisha Anlage zur verhütung von erdbeben
US4718206A (en) * 1986-09-08 1988-01-12 Fyfe Edward R Apparatus for limiting the effect of vibrations between a structure and its foundation
US4901486A (en) * 1987-03-06 1990-02-20 Kajima Corporation Elasto-plastic damper
JPH0868234A (ja) * 1994-08-30 1996-03-12 Bridgestone Corp 免震装置
WO1996024735A2 (en) * 1995-02-07 1996-08-15 The Trustees Of The Don Trust Pre-cast building methods and components
WO1997018357A1 (fr) * 1995-11-16 1997-05-22 Lingqun Li Ensemble porteur antisismique entre un batiment et ses fondations
EP0861945A1 (de) * 1995-11-16 1998-09-02 Lingqun Li Antiseismisches lager zwischen einem gebäude und seinem fundament

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 096, no. 007 31 July 1996 (1996-07-31) *

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002018721A1 (en) * 2000-08-31 2002-03-07 Marche Peter William De Modular buildings
EP1184521A1 (de) * 2000-09-01 2002-03-06 Thierry Baur Verbesserte modulare und einschalige Gebäudestruktur
FR2813623A1 (fr) * 2000-09-01 2002-03-08 Thierry Baur Perfectionnement aux structures de batiment monocoque modulaire
EP1406825A4 (de) * 2001-06-13 2006-10-11 Ong Bee Kim Handhabung von schüttgut unter verwendung von behältern und vorrichtung dafür
EP1406825A1 (de) * 2001-06-13 2004-04-14 Sky Technology Pte. Ltd. Handhabung von schüttgut unter verwendung von behältern und vorrichtung dafür
EP1544366A1 (de) * 2003-12-18 2005-06-22 Elcon AG Gebäude aus vorfabrizierten Raumzellen
EP1700964A2 (de) * 2005-03-03 2006-09-13 Compact-Habit, S.L. Modulares Bausystem und Verfahren zum geebneten Aufbau von vorgefertigten Baumodulen
EP1700964A3 (de) * 2005-03-03 2006-12-06 Compact-Habit, S.L. Modulares Bausystem und Verfahren zum geebneten Aufbau von vorgefertigten Baumodulen
ES2284306A1 (es) * 2005-03-03 2007-11-01 Compact-Habit, S.L. Sistema de construccion modular.
US7594361B2 (en) 2005-03-03 2009-09-29 Compact — Habit S.L. Modular building system and method for level assembling of prefabricated building modules
CN105649229A (zh) * 2016-03-07 2016-06-08 山东大学 一种多维抗扭转减振器
EP3498929A1 (de) * 2017-12-15 2019-06-19 CasaPor GmbH Hochbau-gebäudemodul und daraus hergestelltes gebäude
IT202000001177A1 (it) * 2020-01-29 2021-07-29 Santis Giovanni De Nodo di connessione per tiranti in barre filettate a risposta dinamica regolabile con cuscino elastomerico non confinato

Also Published As

Publication number Publication date
FR2779458B1 (fr) 2000-08-25
FR2779458A1 (fr) 1999-12-10
MA24871A1 (fr) 1999-12-31

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