EP0363544B1 - Modulargefüge in bewehrtem Beton zur Gebäudekonstruktion - Google Patents

Modulargefüge in bewehrtem Beton zur Gebäudekonstruktion Download PDF

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Publication number
EP0363544B1
EP0363544B1 EP88402608A EP88402608A EP0363544B1 EP 0363544 B1 EP0363544 B1 EP 0363544B1 EP 88402608 A EP88402608 A EP 88402608A EP 88402608 A EP88402608 A EP 88402608A EP 0363544 B1 EP0363544 B1 EP 0363544B1
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EP
European Patent Office
Prior art keywords
prefabricated
columns
elements
floor elements
des
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.)
Expired - Lifetime
Application number
EP88402608A
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English (en)
French (fr)
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EP0363544A1 (de
Inventor
Philippe Jourdain
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.)
THOURAUD SA
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THOURAUD SA
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Filing date
Publication date
Application filed by THOURAUD SA filed Critical THOURAUD SA
Publication of EP0363544A1 publication Critical patent/EP0363544A1/de
Application granted granted Critical
Publication of EP0363544B1 publication Critical patent/EP0363544B1/de
Anticipated expiration legal-status Critical
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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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/164—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, only the horizontal slabs being partially cast in situ
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material

Definitions

  • the invention relates to a method and a device for constructing buildings with a modular framework of reinforced concrete.
  • This invention aims to remedy these drawbacks.
  • This invention solves the problem of creating a modular prefabricated reinforced concrete structure with which, on the one hand, the floor elements incorporating the beams arranged between the posts can rest directly on the posts without fallout with connection of said elements together by the filling concrete, to form a single piece of reinforced concrete, and, on the other hand, the load-bearing walls can be completely removed, in order to have a maximum of volume available at a constant height.
  • the modular reinforced concrete framework for the construction of buildings according to the invention comprising prefabricated posts, elements of self-supporting prefabricated floors, metal bracing in the shape of a Saint Andrew's cross, made up of drawbars connected by connecting sleeves to tensioners and elements of prefabricated floors the size of a complete frame, is mainly characterized by that the posts are prefabricated with a waiting connection at the foot and at the head, in that the prefabricated floor elements incorporate the structural beams arranged between the posts and the raised edges to form a single concrete piece, that the edge readings have a height equal to that of the finished slab, in that the braces are arranged in vertical planes and are connected to connectors embedded in the floors and in that a filling concrete makes the connection elements between them.
  • the waiting connections of the posts are bridged connections, produced from a spindle and a tube.
  • this device and this construction method essentially consist in that they make it possible to produce floor surfaces on several levels, without wall-bearing, by combining only two components, in that three phases, only, sufficiently at mounting the ossaturr, including pouring the filling concrete onto the floor elements, which ensures the connection of the assembly in a single operation; hence very short assembly times, without a preliminary execution plan, taking into account the industrialization of the components while meeting architectural criteria.
  • a building frame can be made on several levels, only by assembling the posts and the floors and by joining them together with a filling concrete, which thus ensures the final upgrade and concrete junctions.
  • the walls and partitions can then be made without having to take into account their participation in the solidity of the building, since it is already ensured by the framework itself and the bracing arranged in certain places determined by calculation .
  • the interior volumes which will therefore not be re-cut by walls or fallout from beams, can be easily delimited by light partitions, easy to modify later.
  • the load-bearing structure being reduced to a minimum and industrialized, and the process using only three construction phases per level, the structure of the building can be assembled very quickly and it can be covered within very short deadlines.
  • the length and width dimensions of the floors indicated above must be respected with a tolerance of ⁇ 0.005m , and those of the notches, with a tolerance of -0, + 0.005m .
  • the clearance to keep between the floors is 1cm .
  • the foundations of the buildings, constructed according to this process, are carried out in a traditional way, according to the usual constraints related to the nature of the soil (deep, semi-deep or superficial foundations) and are not the subject of this description which concerns elevated structures.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Panels For Use In Building Construction (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (3)

1. Modulargefüge aus bewehrtem Beton zur Gebäudekonstruktion mit vorgefertigten Pfosten (20), mit vorgefertigten, selbsttragenden Deckenelementen (100, 200, 300, 400), metallstreben (60) in Form des St.-Andreas-Kreuzes, die aus über Verbindungsmuffen (63) mit Spannstücken (64) verbundenen Zugstangen bestehen, und vorgefertigen Deckenelementen mit den Abmessungen eines vollständigen Rahmens, dadurch gekennzeichnet, daß die Pfosten (20) mit am Fuß und Kopf derselben befindlichen Verbindungselementen vorgefertigt sind, daß die vorgefertigten Deckenelemente (100, 200, 300, 400) zur Bildung eines einzigen Betonteils zwischen den Pfosten (20) und den Kantenaufnahmen (9) angeordnete Gerüstträger (5, 7) aufweisen, daß die die Kantenaufnahmen der vorgefertigten Deckenelemente (100, 200, 300, 400) die gleiche Höhe wie die fertige Platte aufweisen, daß ein Füllbeton die Verbindung der Elemente untereinander bewirkt, und daß die Streben (60) in der vertikalen Ebenen angeordnet und mit in den Pfosten versenkten verbindungselementen (61) verbunden sind.
2. Modulargefüge nach Anspruch 1, dadurch gekennzeichnet, daß die verbindungselemente der Pfosten verstiftete Verbindungen sind, die auf Basis eines Sockelstifts (10) und eines Rohrs (11) verwirklicht sind.
3. Verfahren zur Herstellung des Modulargefüges nach den Ansprüchen 1 und 2, dadurch gekennzeichnet, daß es besteht aus:
- Fixieren der Pfosten (20) auf einer Stützstruktiur mittels verstifteter Verbindungen (10, 11);
- Positionieren von Deckenelementen (100, 200, 300, 400) mit Trägern für die Struktur (5, 7) und einstückigen Randaufnahmen (9) auf den Tragepunkte bildenden Pfosten (20);
- Vorsehen von Aussparungen (31) in der langen Kantiengeraden für den Durchlaß von Zufuhr- und Abführleitungen;
- Vergießen das Füllbetons (2) bis zur Höhe des integrierten Trägers (5, 7) oder der Katengeraden (9);
- Anordnen der Streben (60) in der vertikalen Ebene des durch die Stabilitätskalkulation definierten Rahmens;
- Spannen der Streben (60).
EP88402608A 1987-04-16 1988-10-14 Modulargefüge in bewehrtem Beton zur Gebäudekonstruktion Expired - Lifetime EP0363544B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8705422A FR2614051B1 (fr) 1987-04-16 1987-04-16 Structure modulaire en beton arme pour la construction de logements

Publications (2)

Publication Number Publication Date
EP0363544A1 EP0363544A1 (de) 1990-04-18
EP0363544B1 true EP0363544B1 (de) 1992-06-10

Family

ID=9350202

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88402608A Expired - Lifetime EP0363544B1 (de) 1987-04-16 1988-10-14 Modulargefüge in bewehrtem Beton zur Gebäudekonstruktion

Country Status (5)

Country Link
EP (1) EP0363544B1 (de)
AT (1) ATE77112T1 (de)
DE (1) DE3871953T2 (de)
ES (1) ES2034331T3 (de)
FR (1) FR2614051B1 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2614051B1 (fr) * 1987-04-16 1991-09-20 Thouraud Sa Structure modulaire en beton arme pour la construction de logements
WO2002099208A1 (en) * 2001-06-02 2002-12-12 Jazzar M Omar A A composite precast cast insitue building system

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB647330A (en) * 1948-11-02 1950-12-13 Poul Egon Malmstrom Improved structure for multi-storied houses or other buildings
DE801475C (de) * 1949-01-19 1951-01-08 Buderus Eisenwerk Betonbauweise
FR1082336A (fr) * 1953-08-20 1954-12-28 Procédé de construction en élément préfabriqué et construction pour la mise enoeuvre de ce procédé ou procédé similaire
US3380209A (en) * 1964-03-16 1968-04-30 David B. Cheskin Prestressed framing system
FR2063569A5 (de) * 1969-10-22 1971-07-09 Wohnungsbaukombinat
IT1071051B (it) * 1976-06-23 1985-04-02 Gaetano Chiaromonte Metodo di fabbricazione per l'edilizia e relativo dispositivo di collegamento di elementi strutturali
BE849114A (fr) * 1976-12-07 1977-04-01 Eugene Pierre Smits Procede pour la realisation d'elements en beton ignifuges, elements et constructions appliquant ces elements
DE3003446C2 (de) * 1980-01-31 1987-04-30 Rainer 8640 Kronach Kraus Anordnung von Hohlbauelementen zur Herstellung von Wänden und Decken aus Beton
US4625484A (en) * 1985-07-05 1986-12-02 High Tech Homes, Inc. Structural systems and components
FR2614051B1 (fr) * 1987-04-16 1991-09-20 Thouraud Sa Structure modulaire en beton arme pour la construction de logements

Also Published As

Publication number Publication date
EP0363544A1 (de) 1990-04-18
DE3871953D1 (de) 1992-07-16
ATE77112T1 (de) 1992-06-15
FR2614051B1 (fr) 1991-09-20
FR2614051A1 (fr) 1988-10-21
ES2034331T3 (es) 1993-04-01
DE3871953T2 (de) 1992-12-24

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