DE1559282C3 - Space box for assembling a prefabricated house - Google Patents

Space box for assembling a prefabricated house

Info

Publication number
DE1559282C3
DE1559282C3 DE1559282A DE1559282A DE1559282C3 DE 1559282 C3 DE1559282 C3 DE 1559282C3 DE 1559282 A DE1559282 A DE 1559282A DE 1559282 A DE1559282 A DE 1559282A DE 1559282 C3 DE1559282 C3 DE 1559282C3
Authority
DE
Germany
Prior art keywords
ribs
concrete slab
box according
space box
space
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
Application number
DE1559282A
Other languages
German (de)
Other versions
DE1559282A1 (en
DE1559282B2 (en
Inventor
Cornelius Van Der Zug Lely (Schweiz)
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.)
Texas Industries Inc
Original Assignee
Texas Industries Inc
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
Priority claimed from NL298902A external-priority patent/NL141951B/en
Application filed by Texas Industries Inc filed Critical Texas Industries Inc
Publication of DE1559282A1 publication Critical patent/DE1559282A1/en
Publication of DE1559282B2 publication Critical patent/DE1559282B2/en
Application granted granted Critical
Publication of DE1559282C3 publication Critical patent/DE1559282C3/en
Expired legal-status Critical Current

Links

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
    • 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
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
    • 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
    • E04B1/34853—Elements not integrated in a skeleton the supporting structure being composed of two or more materials
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels

Description

5050

Die Erfindung betrifft einen Raumkasten zur Montage eines Fertighauses mit einem aus Metallträgem und -stützen bestehenden Tragskelett und an diesem befestigten Betonplatten mit einer horizontalen Auskragung an der Fassade.The invention relates to a box for assembling a prefabricated house with a metal beam and supports existing supporting skeleton and concrete slabs attached to this with a horizontal Cantilever on the facade.

Ein solcher Raumkasten ist aus der FR-PS 995 bekanntgeworden. Die Auskragung wird hierbei durch zwischen zwei übereinanderstehenden Raumkästen angeordnete Träger gebildet, auf denen Querträger mit einer Bodenplatte aufgelagert sind. Eine solche Bauweise erfordert an der Baustelle zusätzliche Arbeiten für die Auskragung sowie die Verwendung zusätzlicher, schwerer Bauteile, welche die Verbindung und Ausrichtung der übereinandergesetzten Raumkästen stören.Such a space box is known from FR-PS 995. The cantilever will in this case formed by arranged between two superposed space boxes supports on which Cross beams are supported by a floor plate. Such a construction requires additional ones at the construction site Work for the overhang as well as the use of additional, heavy components, which the Interfere with the connection and alignment of the space boxes placed one above the other.

Demgegenüber liegt der Erfindung die Aufgabe zugrunde, an einem Raumkasten der eingangs bezeichneten Gattung eine solche Auskragung von ausreichender Tragfähigkeit vorzusehen, welche fertigungstechnisch als" integrierter Bauteil des vorgefertigten Raumkastens leicht herstellbar ist und. so keine Nacharbeiten an der Baustelle erfordert und den Grundaufbau des vorgefertigten Raumkastens nicht stört.In contrast, the invention is based on the object of a space box of the initially designated Kind to provide such a cantilever of sufficient load-bearing capacity, which manufacturing technology is easy to manufacture as an "integrated component of the prefabricated space box and so none Requires rework on the construction site and the basic structure of the prefabricated room box not disturbs.

Erfindungsgemäß wird·-diese Aufgabe dadurch gelöst, daß eine der horizontalen Betonplatten über den zur Fassade'nwand parallelen Träger vorkragt und durch teilweise eingebundene Metallprofil-Rippen ausgesteift ist, die stirnseitig an den ebenfalls in die Betonplatte teilweise eingebundenen Träger anschließen, und daß die bewehrte Betonplatte höchstens 6 cm dick ist.According to the invention this object is achieved by that one of the horizontal concrete slabs protrudes over the beam parallel to the facade and is stiffened by partially integrated metal profile ribs, which are also attached to the front side in the Concrete slab partially integrated girders connect, and that the reinforced concrete slab at most 6 cm thick.

Dadurch wird erreicht, daß bei ausreichender Tragfähigkeit der Auskragung die Betonplatte innerhalb des Raumkastens durch einen aus den Trägern gebildeten, in sich geschlossenen Rahmen ausgesteift ist, der einen Teil des Tragskelettes für den Raumkasten bildet. Dabei können bei ausreichender Belastbarkeit der Auskragung relativ dünne, bewehrte Betonplatten verwendet werden, so daß der Grundaufbau des vorgefertigten Raumkastens ebensowenig beeinflußt wird wie seine leichte Handhabung an der Baustelle. Zur Herstellung des Raumkastens wird zunächst der aus den Trägern bestehende Rahmen mit den Metallprofilrippen verbunden und anschließend in einer Schalung ausgegossen. Die Auskragung erfordert also auch bei der Fertigung des Raumkastens kaum zusätzlichen Arbeitsaufwand.This ensures that with sufficient load-bearing capacity of the projection, the concrete slab within of the space box stiffened by a self-contained frame formed from the girders is, which forms part of the supporting skeleton for the space box. With sufficient resilience the cantilever relatively thin, reinforced concrete slabs are used, so that the basic structure the prefabricated space box is just as little affected as its easy handling on the Building site. To produce the space box, the frame consisting of the beams is first used connected to the metal profile ribs and then poured into a formwork. The overhang requires so there is hardly any additional work involved in the manufacture of the space box.

Zwar ist aus der Literaturstelle »Baurundschau«, Heft 1, 1950, S. 22 eine Deckenkonstruktion bekanntgeworden, bei der eine verhältnismäßig dünn gehaltene Betonplatte durch Metallprofilrippen ausgesteift ist, die in der bewehrten Betonplatte teilweise eingebunden sind. Diese Deckenkonstruktion ist jedoch nicht Teil eines Raumkastens, sondern besteht aus einer in Ortbeton hergestellten bewehrten Betonschicht mit teilweise eingegossenen Stahlprofilen, die stirnseitig in das tragende Mauerwerk eingelassen sind und keine Auskragung bilden.It is true that a ceiling construction has become known from the reference "Baurundschau", No. 1, 1950, p. 22, in which a relatively thin concrete slab is stiffened by metal profile ribs that are partially integrated in the reinforced concrete slab. However, this ceiling construction is not part of a space box, but consists of a reinforced concrete layer made of in-situ concrete with partially cast-in steel profiles that are set into the load-bearing masonry at the front and do not form a cantilever.

Die Unteransprüche geben vorteilhafte Ausgestaltungen der Erfindung wieder.The subclaims give advantageous refinements of the invention again.

Die Erfindung wird nachstehend an Hand eines Ausführungsbeispieles näher erläutert. Es zeigtThe invention is explained in more detail below using an exemplary embodiment. It shows

Fig. 1 eine perspektivische Ansicht eines Gebäudes aus mehreren erfindungsgemäßen Raumkästen,Fig. 1 is a perspective view of a building from several space boxes according to the invention,

F i g. 2 eine perspektivische Ansicht eines Tragskelettes eines Raumkastens des Gebäudes nach Fig. 1,F i g. 2 a perspective view of a supporting skeleton of a space box of the building according to FIG. 1,

Fig. 3 in vergrößerter Darstellung einen Schnitt gemäß der Linie III-III in F i g. 1 durch den dachseitigen Rand eines Raumkastens.3 shows, in an enlarged representation, a section along the line III-III in FIG. 1 through the roof-side Edge of a space box.

Das in F i g. 1 dargestellte Gebäude besteht aus 5 Raumkasten 1, 2, 3, 4 und 5. Jeder der Raumkasten hat die Form eines Parallelepipeds und enthält ein Tragskelett aus Metallträgern und -stützen, an denen als Wandelemente dienende Betonplatten angebracht sind, die einen Teil der Wände, des Fußbodens und des Daches des Gebäudes bilden. Die Metallträger an den Längsseiten der Raumkasten bestehen aus I-Profilen, diejenigen an den Schmalseiten aus U-Profilen.The in Fig. 1 building consists of 5 room boxes 1, 2, 3, 4 and 5. Each of the room boxes has the shape of a parallelepiped and contains a supporting skeleton made of metal beams and supports on which Concrete slabs serving as wall elements are attached, which form part of the walls, the floor and of the roof of the building. The metal girders on the long sides of the box are made of I-profiles, those on the narrow sides made of U-profiles.

F i g. 2 zeigt das Traggestell des Raumkastens 2 in einer schematisch vereinfachten Darstellung. Dieses Traggestell weist an der Unterseite des Raumkastens einen rechteckigen Rahmen aus zwei langen Trägern 6 und 7 und zwei kurzen Trägern 8 und 9 auf. Zwischen den Trä«ein6 bis 9 ist eine den FußbodenF i g. 2 shows the support frame of the space box 2 in a schematically simplified representation. This The support frame has a rectangular frame made of two long beams on the underside of the space box 6 and 7 and two short straps 8 and 9. Between the gaps 6 to 9 is the floor

bildende Betonplatte 10 angeordnet. An der Oberseite hat das Tragskelett einen rechteckigen Rahmen aus zwei langen Trägern 11 und 12 und zwei kurzen Trägern 13 und 14. Die aus den Trägern 6 bis 9 und 11 bis 14 bestehenden rechteckigen Rahmen sind durch dazu senkrechte Stützen 15 miteinander verbunden. Die untereinander gleichen Raumkästen haben eine Länge 16 von im Beispielsfalle etwa lim und eine Breite 17 von etwa 2,5 m. Die Höhe 18 beträgt etwa 2,5 m.forming concrete slab 10 arranged. The supporting skeleton has a rectangular frame at the top from two long girders 11 and 12 and two short girders 13 and 14. The girders 6 to 9 and 11 to 14 existing rectangular frames are connected to one another by supports 15 perpendicular thereto. The space boxes, which are identical to one another, have a length 16 of about 1 m in the example and a width 17 of about 2.5 m. The height 18 is about 2.5 m.

Jeder der Raumkästen 1 bis 5 ist mit einer das Dach bildenden Betonplatte versehen, die mit 22 bezeichnet ist. Die Betonplatte 22 ist aus Stampfbeton hergestellt und weist eine Dicke 23 von maxiamal 6 cm, im Beispielsfalle von etwa 4 cm auf. In der Betonplatte 22 ist eine Bewehrung 31 vorgesehen, welche im Beispielsfalle aus rundem Metalldraht mit einem Durchmesser von etwa 3,25 mm und einer Maschenweite von etwa 50 · 50 mm besteht.Each of the space boxes 1 to 5 is provided with a concrete slab that forms the roof and is denoted by 22 is. The concrete slab 22 is made of stamped concrete and has a maximum thickness 23 6 cm, in the example of about 4 cm. Reinforcement 31 is provided in concrete slab 22, which in the example case of round metal wire with a diameter of about 3.25 mm and a Mesh size of about 50 x 50 mm.

Längs des im Gebäude außenliegenden Umfanges kragt das durch die Betonplatte 22 gebildete Dach jedes Raumkastens vor, wie an Hand der Auskragung 37 in F i g. 3 sichtbar ist. Die Auskragung 37 erstreckt sich über eine Höhe 38 von 9 cm über der Betonplatte 22 und kragt um ein Maß 55 von etwa 40 cm über den benachbarten, zur Fassadenwand parallelen Träger 13 aus. Die Betonplatte 22 wird außerhalb des Trägers 13 von Metallprofilrippen 57 abgestützt. Der eine Schenkel 58 jeder der Rippen 57 liegt vertikal und der andere, untere Schenkel 59 horizontal. Die Rippen 57 sind an der Außenseite des U-förmigen Trägers 13 festgeschweißt. Die freien Enden der Rippen 57 sind durch eine Leiste 61 miteinander verbunden, deren Außenseite mit der Stirnfläche 60 der Betonplatte 22 bündig ist. Die Rippen 57 erstrecken sich senkrecht zum Träger 13 und liegen in einem Abstand von etwa 75 cm nebeneinander. Längs der Leiste 61 und der Stirnfläche 60 sind mit Abstand voneinander vertikal verlaufende Stege 63 aus Holz angebracht, an denen als Verkleidung Holzleisten 64, 65 und 66 befestigt sind. Die Holzleisten 64 bis 66 bilden einen Zierrand längs des Außenrandes des Daches. Über der Auskragung 37 und der oberen Holzleiste 64 ist eine Abdeckung 67 angebracht, die mit einem Wulst 68 über die Außenseite der Holzleiste 64 greift. Auf der unteren Seite der Rippen 57 sind Latten 69 und 70 parallel zum Träger 13 angebracht, wobei die Latte 69 mit der Leiste 61 und der Stirnfläche 60 der Betonplatte 22 bündig ist. Auf der unteren Seite der Latten 69 und 70 ist eine Platte 71 zur Abdeckung befestigt. Die Platte 71 liegt mit einer Seite an der Holzleiste 66 an und mit der anderen Seite in der Nähe eines Fensterrahmens 72, der sich an den Träger 13 anschließt und eine Glasscheibe 73 trägt. Über dem Fensterrahmen 72 ist am Träger 13 ein Isolierstreifen 74 angebracht. An Stellen, an denen statt des Fensters ein geschlossener Wandteil im Raumkasten vorhanden ist, verläuft die Platte 71 bis in die Nähe der Fassadenwand. Zwischen der Innenseite der Platte 71 und dem Fensterrahmen 72 ist zur Luftzirkulation ein schmaler Spalt 75 vorgesehen.The roof formed by the concrete slab 22 protrudes along the outer circumference of the building each space box, as shown by the projection 37 in FIG. 3 is visible. The cantilever 37 extends over a height 38 of 9 cm above the concrete slab 22 and cantilevered by a dimension 55 of approximately 40 cm above the adjacent beam 13 parallel to the facade wall. The concrete slab 22 is supported outside the carrier 13 by metal profile ribs 57. One leg 58 of each of the ribs 57 lies vertically and the other, lower leg 59 is horizontal. The ribs 57 are on the outside of the U-shaped carrier 13 welded in place. The free ends of the ribs 57 are connected to one another by a strip 61 connected, the outside of which is flush with the end face 60 of the concrete slab 22. Ribs 57 extend perpendicular to the carrier 13 and lie next to one another at a distance of about 75 cm. Along the bar 61 and the end face 60 are webs which run vertically at a distance from one another 63 made of wood, to which wooden strips 64, 65 and 66 are attached as cladding. The wooden strips 64 to 66 form a decorative border along the outer edge of the roof. Above the cantilever 37 and a cover 67 is attached to the upper wooden strip 64, which has a bead 68 over the outside the wooden strip 64 engages. On the lower side of the ribs 57 slats 69 and 70 are parallel to the Support 13 attached, the lath 69 with the bar 61 and the end face 60 of the concrete slab 22 is flush. On the lower side of the slats 69 and 70, a plate 71 is attached for covering. the Plate 71 rests on one side against the wooden strip 66 and on the other side in the vicinity of a window frame 72, which adjoins the carrier 13 and carries a pane of glass 73. Above the window frame 72, an insulating strip 74 is attached to the carrier 13. In places where instead of the window a If there is a closed wall part in the room box, the plate 71 extends up to the vicinity of the facade wall. Between the inside of the plate 71 and the window frame 72 is an air circulation narrow gap 75 is provided.

Die durch die Auskragung 37 gebildeten erhöhten Ränder am Flachdach des Gebäudes bilden eine muldenförmige Dachfläche, die eine gute Abfuhr des Regenwassers ermöglicht. Die Auskragung 37, die eine für die Begehbarkeit ausreichende Tragfähigkeit aufweisen muß, wird dabei auf besonders einfache Weise mit dem Raumkasten vorgefertigt, ohne dessen Grundaufbau zu beeinflussen.The raised edges formed by the projection 37 on the flat roof of the building form a Trough-shaped roof surface, which enables a good drainage of rainwater. The projection 37, the must have a sufficient load-bearing capacity for accessibility, is particularly simple Prefabricated with the space box without affecting its basic structure.

Hierzu 2 Blatt ZeichnungenFor this purpose 2 sheets of drawings

Claims (8)

Patentansprüche:Patent claims: 1. Raunikasten zur Montage eines Fertighauses mit einem aus Metallträgern und -stützen bestehenden Tragskelett und an diesem befestigten Betonplatten mit einer horizontalen Auskragung an der Fassade, dadurch gekennzeichnet, daß eine der horizontalen Betonplatten (22) über den zur Fassadenwand parallelen Träger (13) xo vorkragt und durch teilweise eingebundene Metallprofil-Rippen (57) ausgesteift ist, die stirnseitig an den ebenfalls in die Betonplatte (22) teilweise eingebundenen Träger (13) anschließen, und daß die bewehrte Betonplatte (22) höchstens 6 cm dick ist.1. Raunikasten for the assembly of a prefabricated house with one consisting of metal beams and supports Support frame and attached to this concrete slabs with a horizontal overhang the facade, characterized that one of the horizontal concrete slabs (22) over the carrier (13) parallel to the facade wall xo cantilevered and stiffened by partially integrated metal profile ribs (57), the end face of the also in the concrete slab (22) partially connected girder (13), and that the reinforced concrete slab (22) at most 6 cm thick. 2. Raunikasten nach Anspruch 1, dadurch gekennzeichnet, daß die Rippen (57) mit der Bewehrung (31) der Betonplatte (22) verbunden sind.2. Raunikasten according to claim 1, characterized in that the ribs (57) with the reinforcement (31) of the concrete slab (22) are connected. 3. Raunikasten nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die nach außen weisenden Stirnflächen der Betonplatte (22) und der Rippen (57) verkleidet sind.3. Raunikasten according to claim 1 or 2, characterized in that the outwardly facing End faces of the concrete slab (22) and the ribs (57) are covered. 4. Raumkasten nach Anspruch 3, dadurch gckennzeichnet, daß die Verkleidung (64. 65. 66) über Stege (63) mit den Stirnflächen der Betonplatte (22) und der Rippen (57) verbunden ist.4. space box according to claim 3, characterized in that that the cladding (64, 65, 66) via webs (63) with the end faces of the concrete slab (22) and the ribs (57) is connected. 5. Raumkasten nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die nach außen weisenden Stirnflächen der Rippen (57) durch eine Leiste (61) abgedeckt sind, die mit der Stirnfläche der Betonplatte (22) bündig abschließt. 5. Room box according to one of claims 1 to 4, characterized in that the after outwardly facing end faces of the ribs (57) are covered by a strip (61), which with the End face of the concrete slab (22) is flush. 6. Raumkasten nach Anspruch 4 oder 5, dadurch gekennzeichnet, daß die Leiste (61) mit den Stegen (63) verbunden ist.6. Space box according to claim 4 or 5, characterized in that the bar (61) with the webs (63) is connected. 7. Raumkasten nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die Verkleidung aus mehreren übereinanderliegenden Ho!/-leisten (64, 65 und 66) besteht.7. Room box according to one of claims 1 to 6, characterized in that the cladding consists of several superimposed ho! / - strips (64, 65 and 66). 8. Raumkasten nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß an den freien Längsrändern der Rippen (57) Latten (69 und 70) befestigt sind, die von unten mit einer Platte (71) abgedeckt sind.8. Room box according to one of claims 1 to 7, characterized in that the free Longitudinal edges of the ribs (57) slats (69 and 70) are attached to the bottom with a plate (71) are covered.
DE1559282A 1963-10-07 1965-02-05 Space box for assembling a prefabricated house Expired DE1559282C3 (en)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
NL298902A NL141951B (en) 1963-10-07 1963-10-07 PRE-MADE ELEMENT FOR A FLOOR OR ROOF.
NL6401393A NL6401393A (en) 1963-10-07 1964-02-17
NL6401391A NL6401391A (en) 1963-10-07 1964-02-17
NL6401392A NL6401392A (en) 1963-10-07 1964-02-17
NL6403369A NL6403369A (en) 1963-10-07 1964-03-27

Publications (3)

Publication Number Publication Date
DE1559282A1 DE1559282A1 (en) 1969-09-11
DE1559282B2 DE1559282B2 (en) 1974-08-29
DE1559282C3 true DE1559282C3 (en) 1975-05-07

Family

ID=27532440

Family Applications (6)

Application Number Title Priority Date Filing Date
DE19641509028 Pending DE1509028A1 (en) 1963-10-07 1964-10-06 Precast component
DE19641709404 Pending DE1709404A1 (en) 1963-10-07 1964-10-06 SPACE BOX
DE19641709405 Pending DE1709405A1 (en) 1963-10-07 1964-10-06 SPACE BOX
DE1709403A Expired DE1709403C3 (en) 1963-10-07 1964-10-06 Space box in skeleton construction
DE19651559441 Pending DE1559441A1 (en) 1963-10-07 1965-02-05 Prefabricated small building
DE1559282A Expired DE1559282C3 (en) 1963-10-07 1965-02-05 Space box for assembling a prefabricated house

Family Applications Before (5)

Application Number Title Priority Date Filing Date
DE19641509028 Pending DE1509028A1 (en) 1963-10-07 1964-10-06 Precast component
DE19641709404 Pending DE1709404A1 (en) 1963-10-07 1964-10-06 SPACE BOX
DE19641709405 Pending DE1709405A1 (en) 1963-10-07 1964-10-06 SPACE BOX
DE1709403A Expired DE1709403C3 (en) 1963-10-07 1964-10-06 Space box in skeleton construction
DE19651559441 Pending DE1559441A1 (en) 1963-10-07 1965-02-05 Prefabricated small building

Country Status (6)

Country Link
US (1) US3484999A (en)
BE (1) BE653092A (en)
CH (1) CH491259A (en)
DE (6) DE1509028A1 (en)
GB (1) GB1098003A (en)
NL (4) NL6401391A (en)

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CH469152A (en) * 1967-02-01 1969-02-28 Furter Oskar Industrially manufactured component that forms a spatial unit
US4068430A (en) * 1970-05-01 1978-01-17 Lely Cornelis V D Prefabricated box-shaped structural section
US3772834A (en) * 1971-01-15 1973-11-20 Industrialized Systems Corp Modular multiple-unit building construction
BE794042A (en) * 1972-01-17 1973-05-02 Lely Nv C Van Der BUILDING IN PARTICULAR A HOUSE WITH AT LEAST TWO RESIDENTIAL LEVELS
CA1010624A (en) * 1972-02-28 1977-05-24 Texas Industries Inc. (A Limited Liability Company) Prefabricated, space-bounding building sections and method of erecting a building from said sections
US3818655A (en) * 1972-08-21 1974-06-25 Thermo Kinetics Inc Conditioning unit with modular construction
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DE1709403A1 (en) 1974-02-28
DE1509028A1 (en) 1969-02-27
US3484999A (en) 1969-12-23
DE1559282A1 (en) 1969-09-11
DE1709405A1 (en) 1973-09-20
NL6403369A (en) 1965-09-28
NL6401392A (en) 1965-08-18
DE1559441A1 (en) 1969-09-11
NL6401393A (en) 1965-08-18
GB1098003A (en) 1968-01-03
BE653092A (en) 1964-12-31
DE1709404A1 (en) 1973-09-20
DE1709403B2 (en) 1978-04-06
DE1559282B2 (en) 1974-08-29
CH491259A (en) 1970-05-31
DE1709403C3 (en) 1978-11-23
NL6401391A (en) 1965-08-18

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