AT238908B - Construction with checkerboard staggered, at least storey-high supporting elements - Google Patents

Construction with checkerboard staggered, at least storey-high supporting elements

Info

Publication number
AT238908B
AT238908B AT126563A AT126563A AT238908B AT 238908 B AT238908 B AT 238908B AT 126563 A AT126563 A AT 126563A AT 126563 A AT126563 A AT 126563A AT 238908 B AT238908 B AT 238908B
Authority
AT
Austria
Prior art keywords
construction
storey
staggered
checkerboard
elements
Prior art date
Application number
AT126563A
Other languages
German (de)
Inventor
Rudolf Hoenigsfeld
Original Assignee
Rudolf Hoenigsfeld
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 Rudolf Hoenigsfeld filed Critical Rudolf Hoenigsfeld
Priority to AT126563A priority Critical patent/AT238908B/en
Application granted granted Critical
Publication of AT238908B publication Critical patent/AT238908B/en

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Description

  

   <Desc/Clms Page number 1> 
 



  Bauweise mit schachbrettartig versetzten, mindestens geschosshohen
Tragelementen 
Es ist   bekannt, dass   Fassadenbauelemente in flächiger Plattenform geschosshoch schachbrettartig versetzt werden und dabei sowohl in vertikaler als auch in horizontaler Richtung mit nichttragenden Elementen abwechseln und die aufeinander aufgesetzt, über Eck miteinander zu einem Tragwerk verbunden sind, wodurch durchgehende Vertikalfugen vermieden sind. 



   Die Erfindung besteht darin, dass statt der oben beschriebenen flächigen Fassadenelemente, räumliche Elemente, also tragende Raumzellen, Verwendung finden, die miteinander in gelenkiger Verbindung stehen. Die räumliche Rahmenwirkung der Elemente bewirkt eine einwandfreie Aussteifung des Bauwerkes nach allen Richtungen und dies ohne steifer Verbindung an den Auflagerpunkten der räumlichen Rahmen, wie durch   Ortbeton.   Verschweissung, Verleimung, Vernietung oder Verschraubung. Die gelenkige Verbindung wird mittels Fixierung durch Runddübel und Zwischenschaltung von unverrottbaren vorgepressten Matten aus Glas- oder Steinwolle bewerkstelligt. 



   Die Elemente sind erfindungsgemäss als Raumzellen in Form eines Rahmenskelettes ausgebildet,   wo-   bei gegebenenfalls auch ganz oder teilweise Vollwände ausgebildet werden können. Die Deckenplatten der Raumzellen stellen gleichzeitig die Fussbodenplatten für die Räume zwischen den Raumzellen des nächst   höheren Geschosses dar, wogegen   die   Fussbodenplatten   der Raumzellen gleichzeitig die Deckenplatten der Räume zwischen den Raumzellen des darunter gelegenen Geschosses sind. 



   Zur erforderlichen. Schliessung der   Aussenfront   zwischen den Raumzellen werden füllende Fassadenplatten bzw. Fensterelemente verwendet. 



   Der Zweck der Erfindung ist es, durch die skelettartige Ausbildung der Raumzellen eine möglichst leichte Baukonstruktion mit optimaler Ausnutzung der Rahmenquerschnitte in statischer Beziehung zu erzielen. 



   Der Vorteil dieser leichten Konstruktion liegt vor allem im Transport der Raumzellen auf der Fahrbahn einer Strasse und beim Vertikaltransport mittels geeigneter Kräne. Der zwangsläufig gleiche Ab- stand der Rahmenskelette voneinander gestattet den Einsatz elektronisch gesteuerter Kräne, die eine präzise kontinuierliche und rasche Montage, ohne besondere Anforderungen an die Geschicklichkeitdes Kranführers zu stellen. gestattet. 



   Damit ist auch ein weiterer   grosser Vorteil der Erfindung gegeben-die kontinuierlich   und rasche Montage der Raumzellen. 



   In der Zeichnung ist der Erfindungsgegenstand in einem Beispiel dargestellt. Fig. l zeigt einen Horizontalschnitt durch ein erfindungsgemäss konstruiertes Bauwerk mit verschiedenen Ausführungsformen der Raumzellen. Die Ausführungsformen a und b betreffen Raumzellen in Skelettbauweise ohne Füllmauerwerk, die Ausführungsform c solche mit Füllmauern. Die Raumzellen der Ausführungsform dsind aus Pfeilern und Mauerwerkskörper gebildet. Fig. 2 zeigt die Frontalansicht, des in Fig. l im Horizontalschnitt dargestellten Bauwerkes in den oben angeführten Ausführungsformen. Fig. 3 gibt eine axonometrische Darstellung einer   Raumzelle nachAusführung   a ohne Ausfachnung. In Fig. 4 ist in gleicher Weise eine Raumzelle nach Ausführung c dargestellt. 

**WARNUNG** Ende DESC Feld kannt Anfang CLMS uberlappen**.



   <Desc / Clms Page number 1>
 



  Construction with checkerboard staggered, at least storey-high
Supporting elements
It is known that facade construction elements in flat panel form are staggered storey-high like a chessboard and alternate with non-load-bearing elements in both the vertical and horizontal directions and which are placed on top of one another and connected to one another at a corner to form a structure, thereby avoiding continuous vertical joints.



   The invention consists in that instead of the flat facade elements described above, spatial elements, that is to say load-bearing space cells, are used which are connected to one another in an articulated manner. The spatial frame effect of the elements causes a perfect stiffening of the building in all directions and this without a rigid connection at the support points of the spatial frame, as by in-situ concrete. Welding, gluing, riveting or screwing. The articulated connection is made by fixing with round dowels and the interposition of rot-proof, pre-pressed mats made of glass or rock wool.



   According to the invention, the elements are designed as space cells in the form of a frame skeleton, with full or partial full walls also being able to be designed. The ceiling panels of the room cells also represent the floor panels for the rooms between the room cells of the next higher floor, whereas the floor panels of the room cells are also the ceiling panels of the rooms between the room cells of the floor below.



   To the required. Filling facade panels or window elements are used to close the outer front between the room cells.



   The purpose of the invention is to achieve the lightest possible construction with optimal utilization of the frame cross-sections in a static relationship through the skeletal design of the room cells.



   The advantage of this light construction is mainly in the transport of the room cells on the roadway of a street and in vertical transport by means of suitable cranes. The inevitably the same distance between the frame skeletons allows the use of electronically controlled cranes that allow precise, continuous and rapid assembly without placing any special demands on the skill of the crane operator. allowed.



   This also gives another great advantage of the invention - the continuous and rapid assembly of the room cells.



   The subject of the invention is shown in an example in the drawing. Fig. 1 shows a horizontal section through a structure constructed according to the invention with different embodiments of the space cells. Embodiments a and b relate to space cells in a skeleton construction without infill masonry, embodiment c those with infill walls. The room cells of embodiment ds are formed from pillars and masonry. Fig. 2 shows the front view of the structure shown in Fig. 1 in horizontal section in the above-mentioned embodiments. Fig. 3 gives an axonometric representation of a space cell according to embodiment a without infill. In Fig. 4, a space cell according to embodiment c is shown in the same way.

** WARNING ** End of DESC field may overlap beginning of CLMS **.

 

Claims (1)

PATENTANSPRUCH : Bauweise mit schachbrettartig versetzten, mindestens geschosshohen Tragelementen, die sowohl in <Desc/Clms Page number 2> horizontaler als auch in vertikaler Richtung mit nichttragenden Elementen abwechseln und die aufeinander aufgesetzt, über Eck miteinander zu einem Tragwerk verbunden sind, wodurch durchgehende Vertikalfugen zwischen den Tragelementen vermieden sind. dadurch gekennzeichnet, dass die Elemente als Raumzellen ausgebildet sind. die ein prismatisches Rahmenskelett aufweisen, wobei gegebenenfalls eine oder mehrere Seiten als Vollwand ausgebildet sind. PATENT CLAIM: Construction with checkerboard-like staggered, at least storey-high load-bearing elements that can be used both in <Desc / Clms Page number 2> alternate horizontally and vertically with non-load-bearing elements and which are placed on top of one another and connected to one another at a corner to form a supporting structure, thereby avoiding continuous vertical joints between the load-bearing elements. characterized in that the elements are designed as space cells. which have a prismatic frame skeleton, with one or more sides optionally being designed as a solid wall.
AT126563A 1963-02-19 1963-02-19 Construction with checkerboard staggered, at least storey-high supporting elements AT238908B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT126563A AT238908B (en) 1963-02-19 1963-02-19 Construction with checkerboard staggered, at least storey-high supporting elements

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT126563A AT238908B (en) 1963-02-19 1963-02-19 Construction with checkerboard staggered, at least storey-high supporting elements

Publications (1)

Publication Number Publication Date
AT238908B true AT238908B (en) 1965-03-10

Family

ID=3510139

Family Applications (1)

Application Number Title Priority Date Filing Date
AT126563A AT238908B (en) 1963-02-19 1963-02-19 Construction with checkerboard staggered, at least storey-high supporting elements

Country Status (1)

Country Link
AT (1) AT238908B (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3510997A (en) * 1968-08-26 1970-05-12 Eugene Ratych Building system of preformed units
US3693307A (en) * 1970-10-26 1972-09-26 George B Muse Variable wall structure
US3762115A (en) * 1971-04-26 1973-10-02 Schokbeton Products Corp Multilevel concrete building of precast modular units
US3772834A (en) * 1971-01-15 1973-11-20 Industrialized Systems Corp Modular multiple-unit building construction
SE1751585A1 (en) * 2017-12-20 2019-06-21 Prefab Design System Stockholm Ab Construction element, a module and a construction comprising such an element and method of assembly of such a construction

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3510997A (en) * 1968-08-26 1970-05-12 Eugene Ratych Building system of preformed units
US3693307A (en) * 1970-10-26 1972-09-26 George B Muse Variable wall structure
US3772834A (en) * 1971-01-15 1973-11-20 Industrialized Systems Corp Modular multiple-unit building construction
US3762115A (en) * 1971-04-26 1973-10-02 Schokbeton Products Corp Multilevel concrete building of precast modular units
SE1751585A1 (en) * 2017-12-20 2019-06-21 Prefab Design System Stockholm Ab Construction element, a module and a construction comprising such an element and method of assembly of such a construction

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