EP0127817A2 - Device for connecting cell-like units - Google Patents

Device for connecting cell-like units Download PDF

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Publication number
EP0127817A2
EP0127817A2 EP84105578A EP84105578A EP0127817A2 EP 0127817 A2 EP0127817 A2 EP 0127817A2 EP 84105578 A EP84105578 A EP 84105578A EP 84105578 A EP84105578 A EP 84105578A EP 0127817 A2 EP0127817 A2 EP 0127817A2
Authority
EP
European Patent Office
Prior art keywords
cells
ceilings
floors
room cells
wires
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Withdrawn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
EP84105578A
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German (de)
French (fr)
Other versions
EP0127817A3 (en
Inventor
Benedikt Dipl.-Ing. Fh Christa
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.)
Gebr Christa & Co Fertigbau KG GmbH
Original Assignee
Gebr Christa & Co Fertigbau KG GmbH
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.)
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Application filed by Gebr Christa & Co Fertigbau KG GmbH filed Critical Gebr Christa & Co Fertigbau KG GmbH
Publication of EP0127817A2 publication Critical patent/EP0127817A2/en
Publication of EP0127817A3 publication Critical patent/EP0127817A3/en
Withdrawn legal-status Critical Current

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    • 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
    • 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
    • E04B2001/34892—Means allowing access to the units, e.g. stairs or cantilevered gangways

Definitions

  • the invention relates to a device for connecting the adjacent room cells of a building, which are connected to each other on the floor and ceiling side.
  • metal tabs are preferably provided in the area of the supports of the room cells and connected there with these supports.
  • the supporting structure of the room cells consists of metal, with which the metal tabs are connected.
  • the load-bearing structure of the room cells is made of wood, then it is known to connect the abutting beams of neighboring room cells to one another by means of screws. However, this means that these beams are accessible for the production of the screw connections.
  • this has the disadvantage that the floor of the room cells investigate and the ceiling views can only be completed on site. In prefabricated house construction, however, efforts are made to finish the surrounding walls, ceilings and floors on the inside and outside on the factory side, so that after the building has been erected, only the wallpapers and the floor coverings have to be attached on site.
  • the aforementioned type of connection via screw connections means that assembly openings are required so that the abutting beams of adjacent room cells are accessible. These assembly openings must be closed carefully to achieve smooth walls.
  • the foundation 1 consists of five adjacent room cells 1, the butt joints of which are designated by 2.
  • the outside outline of the foundation on which the room cells are arranged corresponds to the outside outline of the rows of room cells 1.
  • the foundation which in the present case consists of a basement, has a basement partition 3, which is partly congruent with the inside walls of the ground floor.
  • the lined up and standing on a foundation room cells 1 are connected to each other by tension wires 4, which run through the ceilings and floors of all room cells 1 and the ends of which are anchored to the outer room cells 1 '.
  • the anchoring takes place in the room cells 1 'with the outside beams 5, which run transversely to the tension wires 4 and parallel to the butt joints 2.
  • the tensioning wires 4 run through guide tubes 6, which are arranged in the interior of the floors and ceilings. These guide tubes each run directly above casing 7. These casing 7 ensure that the space cells are stiffened in the direction of the tension wires 4.
  • the floors and ceilings are each provided with a base plate 8 and a cover plate 9.
  • the ends of the tensioning wires 4 are anchored to the outer beams 5 by means of turnbuckles 10.
  • This anchoring and the construction of a turnbuckle can best be seen in FIG. 5.
  • a cup-shaped metal housing 12 is inserted into a bore 11 in an outer beam 5.
  • This pot-shaped housing 12 has a cylinder 13 on the inside with an inner cone.
  • the tension wire 4 runs into the interior of the cylinder 13.
  • a metal plate 15 which has a central bore and which engages over the edge of the bore 11 and comes to rest against the outside 16 of the outer beam 5.
  • the central bore of the steel plate 15 is covered by a safety bracket 17 which is screwed to the outside 16 of the outer beam 5.
  • dowels are provided, as shown in FIG. 6. These dowels are preferably provided on the supports for the room cells, i.e. at those points where adjacent room cells 1 are seated on the foundation. Such a location is, for example, location C in FIG. 1, which is shown in detail in FIG. 6.
  • the abutting bumpers 18 of adjacent room cells 1 are provided with precisely fitting bores 19 which are exactly aligned with the guide tubes 6.
  • the dowels 20 are inserted into their bores 19, the left ends of which come to rest against a chuck 7.
  • the next room cell 1 is then added from the right, in which case the dowel anchors 20 are fitted into their bores 19. After stringing together all of the room cells, it is then possible to set the tension wires without difficulty 4 to lead through the guide tubes 6.

Abstract

In order to interconnect on the floor and ceiling side cell-like units of a building arranged next to one another, bracing wires extending transversely to the joints run through the floors and ceilings of the cell-like units, the ends of which wires are anchored to the outer beams of the two outer cell-like units. This avoids the necessity of having to provide assembly orifices on the floors and ceilings of the cell-like units. <IMAGE>

Description

Die Erfindung betrifft eine Vorrichtung zum Verbinden der nebeneinander angeordneten Raumzellen eines Gebäudes, die jeweils boden- und deckenseitig miteinander verbunden sind.The invention relates to a device for connecting the adjacent room cells of a building, which are connected to each other on the floor and ceiling side.

Es ist bekannt, die nebeneinander angeordneten Raumzellen eines Gebäudes durch Metalllaschen miteinander zu verbinden. Diese Metalllaschen sind bevorzugt im Bereich der Auflager der Raumzellen vorgesehen und dort mit diesen Auflagern verbunden. Dies bedingt jedoch, daß die tragende Konstruktion der Raumzellen aus Metall besteht, mit denen die Metalllaschen verbunden sind.It is known to connect the spatial cells of a building arranged next to one another by means of metal tabs. These metal tabs are preferably provided in the area of the supports of the room cells and connected there with these supports. However, this means that the supporting structure of the room cells consists of metal, with which the metal tabs are connected.

Besteht die tragende Konstruktion der Raumzellen aus Holz, dann ist es bekannt, die aneinander stoßenden Balken benachbarter Raumzellen durch Schrauben miteinander zu verbinden. Dies bedingt jedoch, daß zur Herstellung der Schraubverbindungen diese Balken zugänglich sind. Dies weist jedoch den Nachteil auf, daß bei den Raumzellen die Bodenuntersichten und die Deckendraufsichten erst bauseitig fertiggestellt werden können. Beim Fertighausbau ist man jedoch bestrebt, die umschließenden Wände, Decken und Böden innen- und außenseitig fabrikseitig fertigzustellen, so daß bauseitig nach Errichten des Gebäudes lediglich noch die Tapeten und die Bodenbeläge angebracht werden müssen. Die vorgenannte Verbindungsart über Schraubverbindungen bedingt, daß Montageöffnungen erforderlich sind, damit die aneinanderstoßenden Balken benachbarter Raumzellen zugänglich werden. Diese Montageöffnungen müssen sorgfältig verschlossen werden, um glatte Wandungen zu erzielen.If the load-bearing structure of the room cells is made of wood, then it is known to connect the abutting beams of neighboring room cells to one another by means of screws. However, this means that these beams are accessible for the production of the screw connections. However, this has the disadvantage that the floor of the room cells investigate and the ceiling views can only be completed on site. In prefabricated house construction, however, efforts are made to finish the surrounding walls, ceilings and floors on the inside and outside on the factory side, so that after the building has been erected, only the wallpapers and the floor coverings have to be attached on site. The aforementioned type of connection via screw connections means that assembly openings are required so that the abutting beams of adjacent room cells are accessible. These assembly openings must be closed carefully to achieve smooth walls.

Ein weiterer Nachteil von Raumzellen, deren tragende Konstruktion aus Holz besteht, besteht darin, daß die einzelnen Holzteile durch Kriechen und Schwinden im Laufe der Jahre ihre Längenmaße verändern. Dies führt dazu, daß an den Stoßfugen benachbarter Zellen nach Jahren Schwindrisse entstehen können. Diese Schwindrisse können durch die vorgenannte Schraubverbindung nicht aufgefangen werden.Another disadvantage of room cells, whose load-bearing construction is made of wood, is that the individual wooden parts change their length dimensions over the years due to crawling and shrinking. As a result, shrinkage cracks can develop at the joints of neighboring cells after years. These shrinkage cracks cannot be compensated for by the aforementioned screw connection.

Es besteht die Aufgabe, die Verbindungsvorrichtung so auszubilden, daß die Böden, Decken und Wände der Raumzellen fabrikseitig bis auf Tapeten- und Bodenbeläge fertiggestellt werden können. Daneben soll die Aufgabe gelöst werden, bei Raumzellen, deren tragende Konstruktion aus Holz besteht. Schwindrisse an den Stoßstellen zu vermeiden.It is the task of designing the connecting device so that the floors, ceilings and walls of the room cells can be finished by the factory except for wallpaper and floor coverings. In addition, the task is to be solved for room cells whose load-bearing structure is made of wood. Avoid shrinkage cracks at the joints.

Gelöst wird diese Aufgabe mit den kennzeichnenden Merkmalen des Anspruches 1. Vorteilhafte Ausgestaltungen sind den Unteransprüchen entnehmbar.This object is achieved with the characterizing features of claim 1. Advantageous refinements can be found in the subclaims.

Ein Ausführungsbeispiel wird nachfolgend anhand der Zeichnung näher erläutert. Es zeigen:

  • Fig. 1 den Grundriß eines Erdgeschosses eines Gebäudes;
  • Fig. 2 einen Schnitt längs der Linie II-II in Fig. 1;
  • Fig. 3 eine vergrößerte Darstellung des Bereiches A in Fig. 2;
  • Fig. 4 eine Ansicht in Pfeilrichtung B in Fig. 3;
  • Fig. 5 den Aufbau der Verankerung zwischen einem Außenbalken und dem Ende eines Spanndrahtes und
  • Fig. 6 einen Schnitt durch den Boden im Bereich C nach Fig. 1.
An embodiment is explained below with reference to the drawing. Show it:
  • Figure 1 shows the floor plan of a ground floor of a building.
  • 2 shows a section along the line II-II in Fig. 1.
  • Fig. 3 is an enlarged view of area A in Fig. 2;
  • Fig. 4 is a view in the direction of arrow B in Fig. 3;
  • Fig. 5 shows the structure of the anchor between an outer beam and the end of a tension wire and
  • 6 shows a section through the floor in area C according to FIG. 1.

Das Erdgeschoß nach Fig. 1 besteht aus fünf nebeneinander angeordneten Raumzellen 1, deren Stoßfugen mit 2 bezeichnet sind. Der Außenumriß des Fundaments, auf dem die Raumzellen angeordnet sind, entspricht dem Außenumriß der aneinander gereihten Raumzellen 1. Das Fundament, das im vorliegenden Fall aus einem Keller besteht, weist eine Kellertrennwand 3 auf, welche teilweise deckungsgleich ist mit Innenwänden des Erdgeschosses.1 consists of five adjacent room cells 1, the butt joints of which are designated by 2. The outside outline of the foundation on which the room cells are arranged corresponds to the outside outline of the rows of room cells 1. The foundation, which in the present case consists of a basement, has a basement partition 3, which is partly congruent with the inside walls of the ground floor.

Die aneinandergereihten und auf einem Fundament stehenden Raumzellen 1 werden miteinander verbunden durch Spanndrähte 4, welche durch die Decken und Böden aller Raumzellen 1 verlaufen und deren Enden jeweils mit den äußeren Raumzellen 1' verankert sind.The lined up and standing on a foundation room cells 1 are connected to each other by tension wires 4, which run through the ceilings and floors of all room cells 1 and the ends of which are anchored to the outer room cells 1 '.

Die Verankerung erfolgt bei den Raumzellen 1' mit den Außenbalken 5, welche quer zu den Spanndrähten4 und parallel zu den Stoßfugen 2 verlaufen.The anchoring takes place in the room cells 1 'with the outside beams 5, which run transversely to the tension wires 4 and parallel to the butt joints 2.

Die Spanndrähte 4 verlaufen durch Führungsrohre 6, die im Inneren der Böden und Decken angeordnet sind. Diese Führungsrohre verlaufen jeweils direkt oberhalb von Futterhölzer 7. Diese Futterhölzer 7 gewährleisten die Aussteifung der Raumzellen in Richtung der Spanndrähte 4.The tensioning wires 4 run through guide tubes 6, which are arranged in the interior of the floors and ceilings. These guide tubes each run directly above casing 7. These casing 7 ensure that the space cells are stiffened in the direction of the tension wires 4.

Die Böden und Decken sind jeweils mit einer Bodenplatte 8 und einer Deckenplatte 9 versehen.The floors and ceilings are each provided with a base plate 8 and a cover plate 9.

Die Verankerung der Enden der Spanndrähte 4 mit den Außenbalken 5 erfolgt über Spannschlösser 10. Diese Verankerung und der Aufbau eines Spannschlosses ist am besten der Fig. 5 entnehmbar. In einer Bohrung 11 eines Außenbalkens 5 ist ein topfförmiges Metallgehäuse 12 eingesetzt. Dieses topfförmige Gehäuse 12 weist innenseitig einen Zylinder 13 mit einem Innenkonus auf. Durch eine Bohrung am Boden des topfförmigen Gehäuses 12 verläuft der Spanndraht 4 in das Innere des Zylinders 13. Zwischen der konischen Innenbohrung des Zylinders 13 und dem Spanndraht 4 sind zwei Keile 14, 14' angeordnet. Mit dem topfförmigen Gehäuse 12 verschweißt ist eine Metallplatte 15, die eine zentrische Bohrung aufweist und welche den Rand der Bohrung 11 übergreift und gegen die Außenseite 16 des Außenbalkens 5 zu liegen kommt. Die mittige Bohrung der Stahlplatte 15 wird abgedeckt durch einen Sicherungsbügel 17, der mit der Außenseite 16 des Außenbalkens 5 verschraubt ist.The ends of the tensioning wires 4 are anchored to the outer beams 5 by means of turnbuckles 10. This anchoring and the construction of a turnbuckle can best be seen in FIG. 5. A cup-shaped metal housing 12 is inserted into a bore 11 in an outer beam 5. This pot-shaped housing 12 has a cylinder 13 on the inside with an inner cone. Through a hole in the bottom of the pot-shaped housing 12, the tension wire 4 runs into the interior of the cylinder 13. Between the conical inner bore of the cylinder 13 and the tension wire 4, two wedges 14, 14 'are arranged. Welded to the cup-shaped housing 12 is a metal plate 15 which has a central bore and which engages over the edge of the bore 11 and comes to rest against the outside 16 of the outer beam 5. The central bore of the steel plate 15 is covered by a safety bracket 17 which is screwed to the outside 16 of the outer beam 5.

Die Montage wird wie folgt durchgeführt:

  • Nachdem die Raumzellen 1 auf dem Fundament nebeneinander angeordnet sind, werden die Spanndrähte 4 durch die Führungsrohre 6 hindurchgeführt. An einem Ende der Spanndrähte 4 werden die Keile 14, 14' eingesetzt und gleichzeitig am anderen Ende eine Zugkraft mittels einer hydraulischen Handpresse aufgebracht, die das andere Ende des Spanndrahtes 4 ergriffen hat. Die gewünschte Zugkraft kann an einem Manometer abgelesen werden. Die hydraulische Handpresse stützt sich hierbei an der Außenseite 16 ab. Ist die gewünschte Zugkraft erreicht, dann werden auch am anderen Ende des Spanndrahtes 4 die Keile 14, 14' eingesetzt und die Handpresse gelöst. Hierdurch stehen die Spanndrähte 4 ständig unter Spannung , und halten somit die einzelnen Raumzellen 1 an den Stoßstellen 2 fugenfrei zusammen. Da die Spanndrähte 4 ständig unter Spannung stehen, werden Maßveränderungen infolge von Kriechen und Schwinden von Holzteilen sicher aufgefangen.
The assembly is carried out as follows:
  • After the room cells 1 are arranged side by side on the foundation, the tensioning wires 4 are guided by the guide tubes 6 passed through. The wedges 14, 14 'are inserted at one end of the tensioning wires 4 and, at the same time, a tensile force is applied to the other end by means of a hydraulic hand press which has gripped the other end of the tensioning wire 4. The desired tractive force can be read on a manometer. The hydraulic hand press is supported on the outside 16. Once the desired tensile force has been reached, the wedges 14, 14 'are also inserted at the other end of the tensioning wire 4 and the hand press is released. As a result, the tension wires 4 are constantly under tension, and thus hold the individual room cells 1 together at the joints 2 without joints. Since the tension wires 4 are constantly under tension, dimensional changes due to creeping and shrinking of wooden parts are safely absorbed.

Damit die Führungsrohre 6 der einzelnen Raumzellen einwandfrei miteinander fluchten, sind Passdübel vorgesehen, wie sie in Fig. 6 dargestellt sind. Diese Passdübel sind bevorzugt vorgesehen an den Auflagern für die Raumzellen, d.h. an denjenigen Stellen , wo benachbarte Raumzellen 1 auf dem Fundament aufsitzen. Eine solche Stelle ist beispielsweise die Stelle C in Fig. 1, welche im einzelnen in Fig. 6 gezeigt ist.So that the guide tubes 6 of the individual room cells are perfectly aligned with each other, dowels are provided, as shown in FIG. 6. These dowels are preferably provided on the supports for the room cells, i.e. at those points where adjacent room cells 1 are seated on the foundation. Such a location is, for example, location C in FIG. 1, which is shown in detail in FIG. 6.

Die aneinander stoßenden Stoßbalken 18 benachbarter Raum - zellen 1 sind mit passgenauen Bohrungen 19 versehen, welche genau zu den Führungsrohren 6 ausgerichtet sind. Nach Aufstellen einer linksseitigen Raumzelle werden in deren Bohrungen 19 die Passdübel 20 eingesetzt,deren linkes Ende zur Anlage an jeweils ein Futter 7 kommen. Danach wird von rechts die nächste Raumzelle 1 angefügt wobei dann die Passdübel 20 in deren Bohrungen 19 eingepasst werden. Nach Aneinanderreihung sämtlicher Raumzellen ist es dann ohne Schwierigkeiten möglich, die Spanndrähte 4 durch die Führungsrohre 6 zu führen.The abutting bumpers 18 of adjacent room cells 1 are provided with precisely fitting bores 19 which are exactly aligned with the guide tubes 6. After setting up a left-hand room cell, the dowels 20 are inserted into their bores 19, the left ends of which come to rest against a chuck 7. The next room cell 1 is then added from the right, in which case the dowel anchors 20 are fitted into their bores 19. After stringing together all of the room cells, it is then possible to set the tension wires without difficulty 4 to lead through the guide tubes 6.

Claims (8)

1. Vorrichtung zum Verbinden der nebeneinander angeordenten Raumzellen eines Gebäudes, die jeweils boden-und deckenseitig miteinander verbunden sind, dadurch gekennzeichnet , daß mindestens durch die Böden und Decken der nebeneinander angeordneten Raumzellen (1) quer zu den Stoßstellen (2) verlaufende Spanndrähte (4) geführt sind, die unter Spannung stehen und deren Enden an quer zu ihnen verlaufenden Außenbalken (5) der beiden äußeren Raumzellen (1') verankert sind.1. Device for connecting the adjacent room cells of a building, which are connected to each other on the floor and ceiling side, characterized in that at least through the floors and ceilings of the adjacent room cells (1) transverse to the joints (2) extending tension wires (4 ) are guided, which are under tension and the ends of which are anchored to the outer beams (5) of the two outer spatial cells (1 ') running transversely to them. 2. Vorrichtung nach Anspruch 1 , dadurch gekennzeichnet , daß durch die Böden und Decken der Raumzellen Führungsrohre (6) geführt sind, welche die Spanndrähte (4) aufnehmen.2. Device according to claim 1, characterized in that through the floors and ceilings of the room cells guide tubes (6) are guided which receive the tensioning wires (4). 3. Vorrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet , daß an den Außenbalken (5) Spannschlösser (10) angeordnet sind, an denen die Enden der Spanndrähte (4) verankert sind.3. Device according to claim 1 or 2, characterized in that on the outer beams (5) turnbuckles (10) are arranged on which the ends of the tensioning wires (4) are anchored. 4. Vorrichtung nach Anspruch 3, dadurch gekennzeichnet , daß das Spannschloß (10) in einem topfförmigen Metallgehäuse (12) angeordnet ist, das in einer Bohrung (11) des Außenbalkens (5) angeordnet ist und sich an dessen Außenseite (16) mittels einer Metallplatte (15) des Gehäuses (12) abstützt, die den Bohrungsrand übergreift.4. The device according to claim 3, characterized in that the turnbuckle (10) is arranged in a cup-shaped metal housing (12) which is arranged in a bore (11) of the outer beam (5) and is supported on the outside (16) thereof by means of a metal plate (15) of the housing (12) which overlaps the edge of the bore. 5. Vorrichtung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet , daß quer zu den Raumzellen die Spanndrähte (4) in regelmäßigen Abständen angeordnet sind .5. Device according to one of claims 1 to 4, characterized in that the tensioning wires (4) are arranged at regular intervals transversely to the spatial cells. 6. Vorrichtung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet , daß die Spanndrähte (4) längs die Böden und Decken durchsetzenden Balken (7) geführt sind.6. Device according to one of claims 1 to 5, characterized in that the tension wires (4) along the floors and ceilings penetrating beams (7) are guided. 7. Vorrichtung nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet , daß benachbarte Raumzellen (1) durch Passdübel (20) zueinander ausgerichtet sind.7. Device according to one of claims 1 to 6, characterized in that adjacent spatial cells (1) are aligned with each other by dowels (20). 8. Vorrichtung nach Anspruch 7, dadurch gekennzeichnet , daß die Passdübel (20) am Boden im Bereich der Auflager für die Raumzellen (1) angeordnet sind.8. The device according to claim 7, characterized in that the dowels (20) are arranged on the floor in the region of the supports for the room cells (1).
EP84105578A 1983-06-04 1984-05-16 Device for connecting cell-like units Withdrawn EP0127817A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19833320335 DE3320335A1 (en) 1983-06-04 1983-06-04 DEVICE FOR CONNECTING SPACE CELLS
DE3320335 1983-06-04

Publications (2)

Publication Number Publication Date
EP0127817A2 true EP0127817A2 (en) 1984-12-12
EP0127817A3 EP0127817A3 (en) 1987-11-04

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Application Number Title Priority Date Filing Date
EP84105578A Withdrawn EP0127817A3 (en) 1983-06-04 1984-05-16 Device for connecting cell-like units

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EP (1) EP0127817A3 (en)
DE (1) DE3320335A1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1940290U (en) * 1966-03-24 1966-06-08 Hans Stadler PREFABRICATED REINFORCED CONCRETE ELEMENT.
CH417039A (en) * 1962-07-11 1966-07-15 Bauges Mbh Konrad Beyer & Co Prefabricated concrete part for the construction of houses in box construction and the use of such prefabricated parts for the production of houses
DE1559236A1 (en) * 1960-09-14 1969-07-10 Patent Concern Nv Buildings with at least one floor
US3871146A (en) * 1972-07-28 1975-03-18 Trebron Holdings Ltd Constant module system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1559236A1 (en) * 1960-09-14 1969-07-10 Patent Concern Nv Buildings with at least one floor
CH417039A (en) * 1962-07-11 1966-07-15 Bauges Mbh Konrad Beyer & Co Prefabricated concrete part for the construction of houses in box construction and the use of such prefabricated parts for the production of houses
DE1940290U (en) * 1966-03-24 1966-06-08 Hans Stadler PREFABRICATED REINFORCED CONCRETE ELEMENT.
US3871146A (en) * 1972-07-28 1975-03-18 Trebron Holdings Ltd Constant module system

Also Published As

Publication number Publication date
DE3320335A1 (en) 1984-12-06
EP0127817A3 (en) 1987-11-04

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