EP0615568B1 - Process for making non-bearing partition walls for buildings - Google Patents

Process for making non-bearing partition walls for buildings Download PDF

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Publication number
EP0615568B1
EP0615568B1 EP92923591A EP92923591A EP0615568B1 EP 0615568 B1 EP0615568 B1 EP 0615568B1 EP 92923591 A EP92923591 A EP 92923591A EP 92923591 A EP92923591 A EP 92923591A EP 0615568 B1 EP0615568 B1 EP 0615568B1
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EP
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Prior art keywords
layer
core
web
bricks
longitudinal
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EP92923591A
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German (de)
French (fr)
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EP0615568A1 (en
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Ernst Schauerhuber
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    • 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
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/041—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres composed of a number of smaller elements, e.g. bricks, also combined with a slab of hardenable material

Definitions

  • the invention relates to a method for producing non-load-bearing partitions for building construction, in which a core of bricks, stones or the like laid in rows of bricks laid in rows of bricks on a first cover layer in the form of an elongated web. and a further cover layer is applied to this core, so that a sandwich body in the form of an elongated web is formed, from which pieces of a predetermined length are separated to form partitions.
  • Such a method is known from AT 391 339 (WO 90/00214), the core being formed from a single layer of rows of bricks which are applied in such a way that at least one row of bricks runs with its channel in the longitudinal direction of the web, whereas the predominant one Part of the brick with its channels runs in the transverse direction of the web.
  • the partitions produced using this method are already fully prepared to accommodate plumbing and electrical cables: after the wall has been erected, openings can be worked in at the joints of the rows of bricks running in the longitudinal direction of the web with the rows of bricks running in the transverse direction, in order to provide connections between the produce longitudinal and transverse channels of the rows of bricks, so that lines can be pulled.
  • the aim of the invention is to create a method of the type mentioned which enables prefabrication of partitions in the factory and at the same time permits simple and inexpensive subsequent installation of installation lines.
  • This goal is achieved according to the invention with a method of the type mentioned in the introduction, which is characterized in that that two layers of rows of bricks are applied as the core, all bricks with their longitudinal channels in the longitudinal direction of the web in the first tier and all bricks with their longitudinal channels in the transverse direction of the web in the second layer, and after the pieces of predetermined length have been cut through openings between the first and the second layer at the locations provided for installation line diversions.
  • This procedure enables the prefabrication of entire partitions of any length in the factory, whereby a completely free choice of the path for subsequent plumbing or electrical lines is made possible. Because all rows of bricks of the two layers intersect, openings can easily be incorporated at each crossing point to create a connection between the brick channels.
  • the double-layer design of the core has the additional advantage of increased strength and improved insulation.
  • a wall panel which brick from a first layer of horizontally extending hollow, a core layer of vertically extending hollow brick and a second outer layer is made of solid panels.
  • the core layer is set back in relation to the outer layers, with the resulting cavity between adjacent wall elements being poured out with concrete.
  • Crossing wall elements are connected using angle profiles.
  • the known wall element is a modular panel, and for the construction of an entire wall, several panels must be assembled in the manner described.
  • FR 1 270 582 does not teach about prefabrication of entire partitions in the factory starting from sheet-like semi-finished products.
  • the intersecting arrangement of hollow bricks is used only for reinforcement purposes, but is in no way used for installation management, as proposed by the invention.
  • the core is additionally or the like in a reinforcing fabric. hammered in, at least on one long side of the sandwich body protrudes to form a loop, which makes it easier to pick up and transport the partition.
  • a horizontal or inclined base 1 On a horizontal or inclined base 1, storey-high, e.g. 2 m high boards made of plasterboard, gypsum fibers or the like, or reinforced mortar in the form of a sheet designed to form a first cover layer 2.
  • the construction of the wall element web is completed by a second web-shaped cover layer 2 'made of plates or reinforced mortar, which is applied to the brick layer 7, in the case of plates, is glued on.
  • Pieces of any length L e.g. can be separated using a circular saw K.
  • the core layer 3 - 7 can be wrapped in a reinforcing fabric 8 which projects in the form of a loop from a longitudinal narrow side of the web.
  • the intermediate wall elements produced are prepared for receiving electrical and sanitary installation lines: breakthroughs can be made at any point between the rows of bricks in layers 8 and 7, so that any route can be chosen for lines drawn into channels 5, 5 '.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)
  • Details Of Rigid Or Semi-Rigid Containers (AREA)
  • Bipolar Transistors (AREA)
  • Cathode-Ray Tubes And Fluorescent Screens For Display (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Laminated Bodies (AREA)
  • Magnetic Bearings And Hydrostatic Bearings (AREA)

Abstract

Process for making non-bearing partition walls for buildings in which a core (3-8) in the form of a longitudinal strip of longitudinal tiles (4, 4'), blocks or the like with at least one continuous longitudinal channel is laid out in rows on a first covering layer (2) and a further covering layer (2') is laid on this core, thus forming a sandwich construction in the form of a longitudinal strip from which pieces of predetermined length are cut off to form partition wall sections. The core consists of two layers (3, 7) or rows of tiles. The longitudinal channels (5) of all the tiles (4) in the first layer (3) run in the longitudinal direction of the strip and the longitudinal channels (5') of all the tiles (4') in the second layer (7) run across the strip.

Description

Die Erfindung betrifft ein Verfahren zum Herstellen von nichttragenden Zwischenwänden für den Hochbau, bei welchem auf eine erste Deckschicht in Form einer langgestreckten Bahn ein Kern aus in Ziegelreihen verlegten, langgestreckten und mit zumindest einem durchgehenden Längskanal versehenen Ziegeln, Steinen od.dgl. und auf diesen Kern eine weitere Deckschicht aufgebracht wird, so daß ein Sandwichkörper in Form einer langgestreckten Bahn ausgebildet wird, von dem zur Bildung von Zwischenwänden Stücke vorbestimmter Länge abgetrennt werden.The invention relates to a method for producing non-load-bearing partitions for building construction, in which a core of bricks, stones or the like laid in rows of bricks laid in rows of bricks on a first cover layer in the form of an elongated web. and a further cover layer is applied to this core, so that a sandwich body in the form of an elongated web is formed, from which pieces of a predetermined length are separated to form partitions.

Ein derartiges Verfahren ist aus der AT 391 339 (WO 90/00214) bekannt, wobei der Kern aus einer einzelnen Lage von Ziegelreihen gebildet wird, die so aufgebracht werden, daß zumindest eine Ziegelreihe mit ihrem Kanal in Längsrichtung der Bahn verläuft, wogegen der überwiegende Teil der Ziegel mit ihren Kanälen in Querrichtung der Bahn verläuft.Such a method is known from AT 391 339 (WO 90/00214), the core being formed from a single layer of rows of bricks which are applied in such a way that at least one row of bricks runs with its channel in the longitudinal direction of the web, whereas the predominant one Part of the brick with its channels runs in the transverse direction of the web.

Die nach diesem Verfahren hergestellten Zwischenwände sind bereits vollständig zur Aufnahme von Sanitär- und Elektroleitungen vorbereitet: An den Stoßstellen der in Längsrichtung der Bahn verlaufenden Ziegelreihen mit den in Querrichtung der Bahn verlaufenden Ziegelreihen können nach dem Aufstellen der Wand Durchbrechungen eingearbeitet werden, um Verbindungen zwischen den längs- und querverlaufenden Kanälen der Ziegelreihen herzustellen, so daß Leitungen eingezogen werden können.The partitions produced using this method are already fully prepared to accommodate plumbing and electrical cables: after the wall has been erected, openings can be worked in at the joints of the rows of bricks running in the longitudinal direction of the web with the rows of bricks running in the transverse direction, in order to provide connections between the produce longitudinal and transverse channels of the rows of bricks, so that lines can be pulled.

Bei der bekannten Zwischenwand sind jedoch nur einer oder wenige Längskanäle vorhanden, die in der Einbaustellung der Zwischenwand nur in vorbestimmten Höhen über dem Boden verfügbar sind, so daß zur Herstellung einer Horizontalverbindung zwischen vertikal verlaufenden Ziegelreihen der Umweg über einen dieser wenigen Längskanäle genommen werden muß, was einen übermäßigen Verbrauch an Leitungsmaterial nach sich zieht.In the known intermediate wall, however, only one or a few longitudinal channels are available, which are only available in the installed position of the intermediate wall at predetermined heights above the floor, so that the detour via one of these few longitudinal channels has to be taken in order to produce a horizontal connection between vertical rows of tiles. which leads to excessive consumption of pipe material.

Die Erfindung setzt sich zum Ziel, ein Verfahren der genannten Art zu schaffen, das die fabriksmäßige Vorfertigung von Zwischenwänden ermöglicht und dabei einen einfachen und kostengünstigen nachträglichen Einbau von Installationsleitungen gestattet. Dieses Ziel wird erfindungsgemäß mit einem Verfahren der einleitend genannten Art erreicht, das sich dadurch auszeichnet, daß als Kern zwei Lagen von Ziegelreihen aufgebracht werden, wobei in der ersten Lage alle Ziegel mit ihren Längskanälen in Längsrichtung der Bahn und in der zweiten Lage alle Ziegel mit ihren Längskanälen in Querrichtung der Bahn verlaufen, und wobei nach dem Abtrennen der Stücke vorbestimmter Länge Durchbrüche zwischen der ersten und der zweiten Lage an den für Installationsleitungsumlenkungen vorgesehenen Orten eingearbeitet werden.The aim of the invention is to create a method of the type mentioned which enables prefabrication of partitions in the factory and at the same time permits simple and inexpensive subsequent installation of installation lines. This goal is achieved according to the invention with a method of the type mentioned in the introduction, which is characterized in that that two layers of rows of bricks are applied as the core, all bricks with their longitudinal channels in the longitudinal direction of the web in the first tier and all bricks with their longitudinal channels in the transverse direction of the web in the second layer, and after the pieces of predetermined length have been cut through openings between the first and the second layer at the locations provided for installation line diversions.

Diese Verfahrensweise ermöglicht die fabriksmäßige Vorfertigung von ganzen Zwischenwänden beliebiger Länge, wobei eine völlig freie Wahl des Weges für nachträglich einzuziehende Sanitär- oder Elektroleitungen ermöglicht wird. Dadurch, daß sich alle Ziegelreihen der beiden Lagen kreuzen, können an jedem Kreuzungspunkt auf einfache Weise Durchbrechungen zur Herstellung einer Verbindung zwischen den Ziegelkanälen eingearbeitet werden. Die doppellagige Ausführung des Kernes hat den zusätzlichen Vorteil einer erhöhten Festigkeit und verbesserten Isolation.This procedure enables the prefabrication of entire partitions of any length in the factory, whereby a completely free choice of the path for subsequent plumbing or electrical lines is made possible. Because all rows of bricks of the two layers intersect, openings can easily be incorporated at each crossing point to create a connection between the brick channels. The double-layer design of the core has the additional advantage of increased strength and improved insulation.

An dieser Stelle sei erwähnt, daß aus der FR 1 270 582 ein Wandpanel bekannt ist, das aus einer ersten Schicht aus horizontal verlaufenden Hohl ziegeln, einer Kernlage aus vertikal verlaufenden Hohl ziegeln und einer zweiten Außenschicht aus Vollplatten gebildet ist. Die Kernlage ist gegenüber den Außenschichten zurückversetzt, wobei der entstehende Hohlraum zwischen benachbarten Wandelementen mit Beton ausgegossen wird. Kreuzende Wandelemente werden mittels Winkelprofilen verbunden. Das bekannte Wandelement ist ein modulartiges Panel, und für den Aufbau einer ganzen Wand müssen mehrere Panele in der beschriebenen Weise zusammengesetzt werden. Die FR 1 270 582 gibt keine Lehre über die fabriksmäßige Vorfertigung von ganzen Zwischenwänden ausgehend von bahnförmigen Halbzeugen. Ferner wird bei der FR 1 270 582 die kreuzende Anordnung von Hohlziegeln lediglich für Verstärkungszwecke eingesetzt, in keiner Weise aber zur Instalationsführung ausgenützt, wie dies die Erfindung vorschlägt.At this point it should be mentioned that from FR 1 270 582 a wall panel is known which brick from a first layer of horizontally extending hollow, a core layer of vertically extending hollow brick and a second outer layer is made of solid panels. The core layer is set back in relation to the outer layers, with the resulting cavity between adjacent wall elements being poured out with concrete. Crossing wall elements are connected using angle profiles. The known wall element is a modular panel, and for the construction of an entire wall, several panels must be assembled in the manner described. FR 1 270 582 does not teach about prefabrication of entire partitions in the factory starting from sheet-like semi-finished products. Furthermore, in FR 1 270 582, the intersecting arrangement of hollow bricks is used only for reinforcement purposes, but is in no way used for installation management, as proposed by the invention.

Gemäß einer bevorzugten Ausführungsform des Verfahrens wird der Kern zusätzlich in ein Armierungsgewebe od.dgl. eingeschlagen, das zumindest auf einer Längsseite des Sandwichkörpers unter Bildung einer Schlaufe vorragt, welche das Aufnehmen und Transportieren der Zwischenwand erleichtert.According to a preferred embodiment of the method, the core is additionally or the like in a reinforcing fabric. hammered in, at least on one long side of the sandwich body protrudes to form a loop, which makes it easier to pick up and transport the partition.

Die Erfindung wird nachfolgend an einem Ausführungsbeispiel unter Bezugnahme auf die Zeichnung näher erläutert, die eine Ferspektivansicht einer nach dem erfindungsgemäßen Verfahren hergestellten Zwischenwandbahn zeigt.The invention is explained in more detail below using an exemplary embodiment with reference to the drawing, which shows a perspective view of an intermediate wall sheet produced by the method according to the invention.

Auf einer horizontalen oder geneigten Unterlage 1 werden der Reihe nach geschoßhohe, z.B. 2 m hohe Platten aus Gipskarton, Gipsfasern od.dgl., oder armierter Mörtel in Form einer Bahn ausgelegt, um eine erste Deckschicht 2 zu bilden. Im Falle von Platten wird auf diese sodann mittels eines Klebers, sonst direkt eine erste Lage 3 aus langgestreckten Hohlziegeln 4 mit zumindest einem durchgehenden Längskanal 5, sog. Hourdis-Ziegel aus Ton, Beton, Gips od.dgl., geklebt; diese Ziegel 4 sind z.B. 10 cm dick und 25 cm breit und verlaufen in der ersten Lage 3 alle in Längsrichtung der Bahn, d.h. in Richtung der Wandelementlänge L des herzustellenden Zwischenwandelementes.On a horizontal or inclined base 1, storey-high, e.g. 2 m high boards made of plasterboard, gypsum fibers or the like, or reinforced mortar in the form of a sheet designed to form a first cover layer 2. In the case of slabs, a first layer 3 of elongated hollow bricks 4 with at least one continuous longitudinal channel 5, so-called Hourdis bricks made of clay, concrete, gypsum or the like, is then glued onto them by means of an adhesive, otherwise directly; these bricks 4 are e.g. 10 cm thick and 25 cm wide and in the first layer 3 all run in the longitudinal direction of the web, i.e. in the direction of the wall element length L of the intermediate wall element to be produced.

Auf diese erste Lage 3 wird eine Zwischenschicht 6 aus Mörtel, der gegebenenfalls mit einer Armierung versehen werden kann, aufgebracht. Auf diese Zwischenschicht 6 wird eine zweite Lage 7 von gleichartigen Hourdis-Ziegeln 4' so aufgebracht, daß ihre Längskanäle 5' in Querrichtung der Bahn 2 verlaufen, d.h. in Richtung der Wandelementhöhe H des fertigen Elementes.An intermediate layer 6 of mortar, which can optionally be reinforced, is applied to this first layer 3. A second layer 7 of similar Hourdis bricks 4 'is applied to this intermediate layer 6 in such a way that its longitudinal channels 5' run in the transverse direction of the web 2, i.e. in the direction of the wall element height H of the finished element.

Der Aufbau der Wandelementbahn wird durch eine zweite bahnförmige Deckschicht 2' aus Platten oder armiertem Mörtel vervollständigt, die auf die Ziegellage 7 aufgebracht, im Falle von Platten aufgeklebt wird.The construction of the wall element web is completed by a second web-shaped cover layer 2 'made of plates or reinforced mortar, which is applied to the brick layer 7, in the case of plates, is glued on.

Von der hergestellten Bahn können sodann zur Bildung von Wandelementen Stücke beliebiger Länge L, z.B. mittels einer Kreissäge K, abgetrennt werden.Pieces of any length L, e.g. can be separated using a circular saw K.

Um das Aufnehmen und den Transport der Wandelemente bzw. der Wand zu erleichtern, kann die Kernschicht 3 - 7 in ein Armierungsgewebe 8 eingeschlagen werden, das in Form einer Schlaufe von einer Längsschmalseite der Bahn vorragt.In order to make it easier to pick up and transport the wall elements or the wall, the core layer 3 - 7 can be wrapped in a reinforcing fabric 8 which projects in the form of a loop from a longitudinal narrow side of the web.

Die hergestellten Zwiscnenwandelemente sind zur Aufnahme von Elektro- und Sanitärinstallationsleitungen vorbereitet: An beliebigen Stellen können Durchbrüche zwischen den Ziegelreihen der Lagen 8 und 7 hergestellt werden, so daß für in die Kanäle 5, 5' eingezogene Leitungen ein beliebiger Weg gewählt werden kann.The intermediate wall elements produced are prepared for receiving electrical and sanitary installation lines: breakthroughs can be made at any point between the rows of bricks in layers 8 and 7, so that any route can be chosen for lines drawn into channels 5, 5 '.

Es versteht sich, daß das erläuterte Ausführungsbeispiel im Rahmen des Schutzbereichs der Ansprüche verschiedentlich abgewandelt werden kann.It is understood that the illustrated embodiment can be modified in various ways within the scope of the claims.

Claims (2)

  1. Method of producing non-load-bearing partition walls for building construction, in which a core (3-7) of elongated bricks, blocks or the like, which are provided with at least one elongated channel and which are laid out in brick rows, is applied onto a first facing layer (2) in the form of an elongated web, and a further facing layer (2') is applied to the said core so that a sandwich body in the form of an elongated web is formed, of which portions of a predetermined length (L) are severed to form the partition walls, characterized in that as a core two layers of brick rows are applied, wherein in a first layer (3) all bricks (4) with their elongated channels extend in the longitudinal direction of the web and in the second layer (7) all bricks (4') with their elongated channels extend in the transverse direction of the web, and wherein after severing of the portions of predetermined length (L) apertures between the first and the second layer (3, 7) are formed at the locations of bends of installation conduits.
  2. Method according to claim 1, characterized in that a reinforcing fabric is additionally folded around the core, the web projecting at least on one longitudinal side of the sandwich body to form a loop.
EP92923591A 1991-11-25 1992-11-24 Process for making non-bearing partition walls for buildings Expired - Lifetime EP0615568B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT0234691A AT399005B (en) 1991-11-25 1991-11-25 METHOD FOR PRODUCING NON-SUPPORTING PARTITION WALLS
AT2346/91 1991-11-25
PCT/AT1992/000152 WO1993011320A1 (en) 1991-11-25 1992-11-24 Process for making non-bearing partition walls for buildings

Publications (2)

Publication Number Publication Date
EP0615568A1 EP0615568A1 (en) 1994-09-21
EP0615568B1 true EP0615568B1 (en) 1996-07-31

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Application Number Title Priority Date Filing Date
EP92923591A Expired - Lifetime EP0615568B1 (en) 1991-11-25 1992-11-24 Process for making non-bearing partition walls for buildings

Country Status (12)

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EP (1) EP0615568B1 (en)
AT (2) AT399005B (en)
CZ (1) CZ108694A3 (en)
DE (1) DE59206862D1 (en)
EE (1) EE9400048A (en)
HR (1) HRP921340A2 (en)
HU (1) HUT71183A (en)
LT (1) LT3042B (en)
LV (1) LV10322B (en)
SI (1) SI9200341A (en)
SK (1) SK58794A3 (en)
WO (1) WO1993011320A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102017114619B4 (en) * 2017-06-30 2020-12-03 Ein Steinhaus Gmbh System of at least two transport hooks and a prefabricated wall element and method for producing a prefabricated wall element

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1270582A (en) * 1960-07-19 1961-09-01 Improvements in the production of construction panels
ATE28678T1 (en) * 1984-01-28 1987-08-15 Lorenz Kesting PREFABRICATED ELEMENT FOR THE CONSTRUCTION OF A BUILDING WITH AIR CONDITIONING ON ITS WALLS.
AT391339B (en) * 1988-06-29 1990-09-25 Schauerhuber Ernst METHOD FOR PRODUCING NON-SUPPORTING INTERFACES FOR THE CONSTRUCTION

Also Published As

Publication number Publication date
LV10322B (en) 1995-04-20
ATE140995T1 (en) 1996-08-15
CZ108694A3 (en) 1994-08-17
HRP921340A2 (en) 1995-02-28
AT399005B (en) 1995-03-27
HU9401146D0 (en) 1994-07-28
LTIP174A (en) 1994-03-25
WO1993011320A1 (en) 1993-06-10
ATA234691A (en) 1994-07-15
HUT71183A (en) 1995-11-28
LT3042B (en) 1994-09-25
EE9400048A (en) 1995-12-15
EP0615568A1 (en) 1994-09-21
DE59206862D1 (en) 1996-09-05
LV10322A (en) 1994-10-20
SK58794A3 (en) 1994-11-09
SI9200341A (en) 1993-06-30

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