EP2233656B1 - Wall element and method for its manufacture - Google Patents

Wall element and method for its manufacture Download PDF

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Publication number
EP2233656B1
EP2233656B1 EP09003696.3A EP09003696A EP2233656B1 EP 2233656 B1 EP2233656 B1 EP 2233656B1 EP 09003696 A EP09003696 A EP 09003696A EP 2233656 B1 EP2233656 B1 EP 2233656B1
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EP
European Patent Office
Prior art keywords
wall element
bricks
brickwork
masonry
concrete frame
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.)
Not-in-force
Application number
EP09003696.3A
Other languages
German (de)
French (fr)
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EP2233656A1 (en
Inventor
Andres K. Konradsson
Abdulla Essa Al Kobaisi
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.)
Al Kubaisi Abdulla Isa Mubarak Hashel
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Individual
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Publication date
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Priority to EP09003696.3A priority Critical patent/EP2233656B1/en
Priority to PCT/EP2010/001593 priority patent/WO2010102839A1/en
Publication of EP2233656A1 publication Critical patent/EP2233656A1/en
Application granted granted Critical
Publication of EP2233656B1 publication Critical patent/EP2233656B1/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building 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
    • E04C2/041Building 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B19/00Machines or methods for applying the material to surfaces to form a permanent layer thereon
    • B28B19/0053Machines or methods for applying the material to surfaces to form a permanent layer thereon to tiles, bricks or the like
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/08Moulds provided with means for tilting or inverting
    • B28B7/082Tiltable moulding tables or similar moulding surfaces
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building 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
    • E04C2/041Building 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
    • E04C2/042Apparatus for handling the smaller elements or the hardenable material; bricklaying machines for prefabricated panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/521Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling

Definitions

  • the invention relates to a method for producing a wall element, comprising a masonry, which is joined by a plurality of individual bricks.
  • Such a wall element is usually erected on a construction site of individual bricks.
  • the individual bricks must be provided on site in the appropriate type and quality and in sufficient quantity, and be added under suitable weather conditions to a masonry.
  • the masonry enclosing reinforced concrete columns and beams are shrouded, reinforced and concreted. This requires a high logistical effort.
  • a method and an apparatus for producing raw building composite components is known from DE 197 56 207 A1 known.
  • the DE 14 84 067 discloses a reinforced brick masonry with reinforcing elements embedded in concrete.
  • the invention has for its object to make such a wall element transportable to make it independent of location, and to reinforce the wall element such that it can carry the loads of the building.
  • the invention provides a method for producing a wall element using a pivotable formwork support according to claim 10 and a subsequently manufactured wall element according to claim 1 ready.
  • a wall element comprises a masonry, which is joined from a plurality of individual bricks, wherein the masonry is peripherally surrounded by a concrete frame, so that the wall element forms a self-supporting and transportable unit.
  • the concrete frame encases the masonry on the circumference and holds together the masonry composite, which is made up of individual bricks.
  • the resulting, self-supporting and transportable unit is highly resilient.
  • the wall element is intended and suitable in particular for prefabricated construction, wherein the masonry with the concrete enclosure as a whole can assume a supporting function.
  • a building of prefabricated parts is assembled by prefabricated components and provides an interesting alternative, as an example, to a house in construction site due to the generally much shorter construction time, the manageable costs and the consistent quality dar.
  • the wall element can be found in all types of buildings use. A prefabrication option in the factory is given.
  • masonry is a component made of natural or artificial stones or bricks.
  • the types of masonry are differentiated according to different aspects: According to the used bricks, for example, a distinction between quarry stone masonry, natural stone masonry, brickwork. Depending on the type of composition, for example, a distinction is made between dry masonry, mortar masonry, homogeneous and inhomogeneous masonry. By visibility, for example, a distinction is made between exposed masonry and plastered masonry. By static function, for example, a distinction is made between load-bearing or non-load-bearing masonry.
  • the masonry can be of any of the mentioned types.
  • the masonry consists of individual bricks, which are stacked on top of each other.
  • Different types of bricks can be used, for example artificial stones such as bricks, clinker bricks, perforated bricks, sand-lime bricks, hollow blocks, cast stones, expanded clay bricks, aerated concrete bricks, etc .; or natural stones such as sedimentary rocks, e.g. Limestone or sandstone, or plutonic rocks such as granite.
  • a joining agent preferably mortar, which can fill the joints between the bricks. This joining agent connects the stones positively and ensures better stability of the masonry.
  • the bricks are mixed mixed when building a wall, wherein the bricks are not placed exactly on top of each other to distribute loads and forces evenly in the masonry and to create any unintended breaking points.
  • the masonry can also be provided with insulation or thermal and / or acoustic insulation and have a single or multi-shell, preferably clam shell, construction.
  • the single-shell construction consists of one, preferably on both sides, plastered masonry, the bricks can have an internal insulation. In most cases, additional insulation is advantageous.
  • the so-called thermal insulation composite system offers, according to which the insulation material is mounted due to structural physical reasons on the outside of the masonry.
  • the bivalve construction comprises, for example, a load-bearing wall of bricks of a first type (for example perforated bricks or sand-lime bricks) and external weather protection of bricks of a second type (for example facing bricks or clinker), the load-bearing wall and the weather protection are connected as possible without formation of thermal bridges. Connecting elements between the supporting structure and the external weather protection are preferably installed only in places. By lying between the layers insulation or thermal and / or acoustic insulation, the load-bearing wall is well insulated, with a ventilated or non-ventilated wall construction can be realized. Preferred embodiments of the invention are claimed in the subclaims.
  • the concrete frame is closed around the entire circumference of the masonry.
  • the wall element is particularly compact and stable due to the encircling, preferably reinforced concrete frame.
  • the concrete frame extends along the entire outer and inner circumference of the masonry (e.g., in window openings) and is fully closed.
  • the bricks are positively connected and / or with a joining agent, preferably mortar.
  • a joining agent preferably mortar.
  • the masonry assumes a supporting function.
  • the wall element may prove useful when the wall element extends substantially in a plane.
  • the wall element is particularly easy to manufacture and is easily stackable and transportable. It can be provided that the masonry, preferably each brick of the masonry, at least to one side, preferably on both sides of the wall element is visible.
  • the wall element according to this embodiment includes the appearance of a conventional, locally made masonry, but is designed to be self-supporting due to the concrete frame and can be made far from the site without sacrificing the visual and aesthetic appearance in purchasing. But the wall element can also be plastered in one or both sides of the factory.
  • the wall element has at least one of the following equipment: a reinforcement, a transport device, an empty piping, preferably for electrical, sanitary, heating, ventilation or air conditioning devices, a connection for electrical, sanitary , Heating, ventilation or air conditioning equipment, a switch, preferably for the operation of electrical, sanitary, heating, ventilation or Air conditioning equipment, a door or lintel, a roller shutter box, a one- or two-sided exterior plaster.
  • a reinforcement preferably for electrical, sanitary, heating, ventilation or air conditioning devices, a connection for electrical, sanitary , Heating, ventilation or air conditioning equipment, a switch, preferably for the operation of electrical, sanitary, heating, ventilation or Air conditioning equipment, a door or lintel, a roller shutter box, a one- or two-sided exterior plaster.
  • the masonry is constructed of substantially identical bricks.
  • the production is particularly simple, since a use of false bricks is substantially excluded.
  • the storage of bricks is simplified, because only one type of bricks is installed.
  • the wall element according to this embodiment has a particularly attractive appearance.
  • the masonry and / or the wall element has a substantially rectangular outline.
  • the wall element according to this embodiment is particularly well suited for most standardized applications, in particular for the construction of prefabricated houses. In general, however, it is possible that the masonry and / or the wall element has a circular, an oval or at least partially an arcuate outline.
  • the wall element according to this embodiment has due to the positive connection of concrete frame and masonry a particularly high stability and is particularly well suited for applications in which the wall element performs a supporting function and large vertical and horizontal loads acting on the wall element.
  • the wall element has at least one door and / or window opening.
  • the door and / or window opening can be factory-made so that frames and doors or window frames and windows can already be used in the factory.
  • the degree of prefabrication can therefore even go to the application of the exterior plaster, so that only a few work on the site itself must be done. If required, the installation of the frames and doors can also be done later on the site.
  • the wall element according to This embodiment can greatly simplify the manufacture of a prefabricated building or structure.
  • a method for producing a wall element described herein comprises the steps of: a) building a masonry by joining a plurality of individual bricks, and b) pouring over the masonry with concrete, so that the masonry is circumferentially surrounded by a concrete frame.
  • the wall element produced by this method may comprise all the features of the preceding embodiments of the wall element, in particular at least one reinforcement, a transport device and / or an empty casing, a door and / or window opening or an applied external plaster on one or both sides of the wall element, wherein the necessary measures for the realization of these features are preferably taken chronologically advantageous.
  • the masonry According to the masonry is erected in a vertical plane.
  • the bricks are compressed under the influence of gravity, because the weight of the upper bricks acts on the lower bricks. This creates a particularly solid and stable masonry.
  • the masonry is poured around in a horizontal plane with concrete.
  • the re-casting of the masonry is much easier in the horizontal alignment of the masonry, as it can be performed on a horizontal formwork underlay.
  • the masonry is transferred from a vertical plane to a horizontal plane using a pivotable formwork support.
  • the masonry can be erected standing or in a vertical plane and then transferred particularly gently into a horizontal plane to encase the masonry with the concrete frame.
  • an apparatus for producing a wall element comprising a pivotable formwork support, which can be transferred between a vertical plane and a horizontal plane
  • the formwork support is used in the construction of the masonry in a vertical plane preferably as a support wall.
  • the formwork support may also be slightly inclined in the erection of the masonry as needed, preferably deviating in the range 1 to 10 ° from the vertical, so that the bricks in the construction of the masonry be held by the force of gravity in contact with the formwork support.
  • With mortar the masonry can be sealed against the formwork underlay to prevent ingress of concrete between masonry and formwork underlay.
  • the formwork support is preferably magnetizable and is transferred to pour the concrete frame in the horizontal plane and provided with a closed formwork around the masonry.
  • FIG. 1 shows a producible by the novel wall element 1 according to a first embodiment, comprising a masonry 2, which is joined from a plurality of individual bricks 21, wherein the masonry 2 is circumferentially surrounded by a concrete frame 3.
  • the wall element 1 extends substantially in one plane and is intended for buildings made of prefabricated parts, wherein the masonry 2 and the concrete frame 3 and the wall element 1 have substantially rectangular contours 20, 30.
  • the length of the wall element 1 is, for example, 6,000 mm, and the height of the wall element 1 is, for example, 3,800 mm, the concrete frame 3 having a thickness of, for example, 200 mm.
  • the width or thickness of the wall element 1 and the concrete frame 3 are measured according to the invention according to the width of the bricks 21, wherein each brick 21 of the masonry 2 can be visible on both sides of the wall element 1.
  • the wall element 1 can also be plastered at the factory on the inside and / or outside if necessary.
  • the masonry 2 is constructed of substantially identical bricks 21, which are connected with mortar as a joining means, wherein the bricks 21 in adjacent rows (flocks) 22, 23 are each offset by half brick length.
  • the bricks 21 on the circumference 20 of the masonry 2 are flush, with the final, peripheral bricks 21 of each second row 23 have only half the brick length.
  • a brick 21 is divided into two halves.
  • the adjacent rows 22, 23 coincide in length.
  • bricks 21 identical rectangular brick with a longitudinal edge length of about 400 mm and a height of about 200 mm are used in the present case.
  • the masonry 2 may also comprise more than one brick width.
  • the bricks 21 are preferably laid one row at a time (per group) longitudinally and once transversely mixed in order to prevent splitting of the wall.
  • FIG. 2 shows a producible by the process according to the invention wall element 1 for buildings of precast parts according to a second embodiment.
  • the final, peripheral (half) bricks 21 are missing in every second row 23, so that the bricks 21 of each second row 22 are arranged on the periphery 20 of the masonry 2 unbounded and protrude into the concrete frame 3.
  • the rows 22 are longer by one brick length than the adjacent rows 23.
  • the wall panel 1 according to the second embodiment corresponds to the wall panel 1 according to the first embodiment. To avoid repetition, reference is made to the above description and the same reference numerals are used.
  • FIG. 3 shows a wall element 1 for buildings made of precast.
  • FIG. 3a shows a side view
  • FIG. 3b shows a section AA Fig. 3a
  • the wall element 1 has an embedded in the concrete frame 3, circumferentially closed steel grid reinforcement 4 and two transport anchors 5. Threaded sleeves 51 made of steel, in which the transport anchors 5 are screwed, are positively and / or materially connected to the reinforcement 4, preferably welded.
  • the bricks of the masonry 2 comprise hollow chambers which lie one above the other in the rows of masonry 2 ( Fig. 3b ), wherein the lifting anchors 5 extend through the entire masonry 2 and on opposite sides of the masonry 2 form and / or materially connected to the reinforcement 4.
  • the loops 52 of the lifting anchor 5 are out of the concrete frame 3 and can be taken with a lift-off in engagement.
  • the weight of the wall element 1 is transmitted to the concrete frame 3 via the threaded sleeves 51 and via the connection points of the transport anchor 5 with the reinforcement 4.
  • FIG. 4 shows a wall element 1 for buildings made of precast.
  • FIG. 4a shows a side view and
  • FIG. 4b shows a section AA Fig. 4a
  • the wall element 1 in each case has a door opening 6 and a window opening 7.
  • the encircling concrete frame 3 and the circumferential reinforcement 4 extend also on the inside of the door opening 6 contiguous along the entire circumference of the masonry 2, so that a stable and compact composite is ensured.
  • a concrete frame 3b with embedded reinforcement 4b extends over three of the four sides of the window opening 7.
  • a reinforcement bridge 41 which is positively and / or materially connected to the steel grid of the reinforcement 4.
  • FIG. 5 shows a producible by the novel wall element 1 for buildings of prefabricated parts according to a variant of the first embodiment.
  • the wall element 1 in each case has a door opening 6 and a window opening 7.
  • a reinforcement and transport anchor are not shown, but can be provided as needed in the same way as in the second variant.
  • an empty piping for electrical lines 81, air conditioning and / or ventilation systems 82 and / or heating systems 83 is formed.
  • piping bores are preferably introduced substantially in the plane of the wall element 1 through the concrete frame 3 in the masonry 2 and / or transversely to the plane of the wall element 1 in the masonry 2 and / or the concrete frame 3, wherein the holes / openings preferably on the Inside, if necessary, on the outside of the wall element 1 ends.
  • flexible conduits can be performed, which later receive the corresponding electrical, sanitary, heating, ventilation, air conditioning lines or pipes.
  • FIG. 6 shows further variants of the producible by the process according to the invention wall element 1 for buildings of precast parts according to the first embodiment.
  • Fig. 6a The masonry 2 and the concrete frame 3 have substantially triangular outlines 20, 30.
  • the brickwork 2 and the concrete frame 3 have substantially rectangular contours 20, 30 with a dome-shaped upper side.
  • the masonry 2 comprises a substantially rectangular recess, which is surrounded on the inner circumference with a concrete frame 3b to form a circular window opening 7.
  • the wall element 1 comprises a door opening 6 and a circular window opening 7.
  • the wall element 1 comprises a door opening 6 and a circular window opening 7.
  • step a) the masonry 2 is erected in a vertical plane. Using a pivotal formwork pad, which is convertible between a vertical plane and a horizontal plane, the masonry 2 is transferred from the vertical plane to the horizontal plane. If necessary, the masonry 2 is provided with a reinforcement 4 or a transport device 5. In step b) the masonry 2 is then cast in a horizontal orientation with concrete. After curing of the concrete, the wall element 1 is provided with an empty piping 81, 82, 83 as required.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Description

Die Erfindung betrifft ein Verfahren zur Herstellung eines Wandelements, umfassend ein Mauerwerk, das aus einer Vielzahl einzelner Mauersteine gefügt ist.The invention relates to a method for producing a wall element, comprising a masonry, which is joined by a plurality of individual bricks.

Ein derartiges Wandelement wird gewöhnlich auf einer Baustelle aus einzelnen Mauersteinen errichtet. Dazu müssen die einzelnen Mauersteine auf der Baustelle in entsprechender Art und Güte sowie in ausreichender Menge bereitgestellt werden, und unter geeigneten Witterungsbedingungen zu einem Mauerwerk gefügt werden. Anschließend werden die das Mauerwerk einfassenden Stahlbetonstützen und -balken eingeschalt, bewehrt und betoniert. Dazu bedarf es eines hohen logistischen Aufwands.Such a wall element is usually erected on a construction site of individual bricks. For this purpose, the individual bricks must be provided on site in the appropriate type and quality and in sufficient quantity, and be added under suitable weather conditions to a masonry. Subsequently, the masonry enclosing reinforced concrete columns and beams are shrouded, reinforced and concreted. This requires a high logistical effort.

Ein Verfahren und eine Vorrichtung zur Herstellung von Rohgebäude-Verbundbauteilen ist aus der DE 197 56 207 A1 bekannt. Die DE 14 84 067 offenbart ein bewehrtes Mauerwerk aus Mauersteinen mit in Beton eingebetteten Bewehrungselementen.A method and an apparatus for producing raw building composite components is known from DE 197 56 207 A1 known. The DE 14 84 067 discloses a reinforced brick masonry with reinforcing elements embedded in concrete.

Ein weiteres Verfahren zur Herstellung eines Wandelements unter Verwendung einer schwenkbaren Schalungsunterlage ist aus der WO 01/29337 A2 bekannt.Another method for producing a wall element using a pivotable formwork support is known from US 5,156,074 WO 01/29337 A2 known.

Der Erfindung liegt die Aufgabe zugrunde, ein derartiges Wandelement transportfähig zu gestalten, um es ortsunabhängig herstellen zu können, und das Wandelement derart zu verstärken, dass es die Lasten des Bauwerks tragen kann.The invention has for its object to make such a wall element transportable to make it independent of location, and to reinforce the wall element such that it can carry the loads of the building.

Um die der Erfindung zugrunde liegende Aufgabe zu lösen, stellt die Erfindung ein Verfahren zur Herstellung eines Wandelements unter Verwendung einer schwenkbaren Schalungsunterlage gemäß Anspruch 10 sowie ein danach hergestelltes Wandelement gemäß Anspruch 1 bereit. Ein derartiges Wandelement umfasst ein Mauerwerk, das aus einer Vielzahl einzelner Mauersteine gefügt ist, wobei das Mauerwerk umfangsseitig von einem Betonrahmen umgeben ist, so dass das Wandelement eine selbstragende und transportfähige Einheit bildet. Der Betonrahmen fasst das Mauerwerk umfangsseitig ein und hält den Mauerwerkverbund, der aus einzelnen Mauersteinen errichtet ist, zusammen. Die daraus entstehende, selbsttragende und transportfähige Einheit ist in hohem Maße belastbar. Das Wandelement ist insbesondere für den Fertigteilbau vorgesehen und geeignet, wobei das Mauerwerk mit der Betoneinfassung als Ganzes eine tragende Funktion übernehmen kann. Ein Bauwerk aus Fertigteilen wird durch vorgefertigte Bauelemente zusammengesetzt und stellt aufgrund der im allgemeinen wesentlich kürzeren Bauzeit, der überschaubaren Kosten und der gleichbleibenden Qualität eine interessante Alternative, als Beispiel, zu einem Haus in Baustellenfertigung dar. Das Wandelement kann bei allen Gebäudearten Verwendung finden. Eine Vorfertigungsmöglichkeit im Werk ist gegeben.In order to solve the object underlying the invention, the invention provides a method for producing a wall element using a pivotable formwork support according to claim 10 and a subsequently manufactured wall element according to claim 1 ready. Such a wall element comprises a masonry, which is joined from a plurality of individual bricks, wherein the masonry is peripherally surrounded by a concrete frame, so that the wall element forms a self-supporting and transportable unit. The concrete frame encases the masonry on the circumference and holds together the masonry composite, which is made up of individual bricks. The resulting, self-supporting and transportable unit is highly resilient. The wall element is intended and suitable in particular for prefabricated construction, wherein the masonry with the concrete enclosure as a whole can assume a supporting function. A building of prefabricated parts is assembled by prefabricated components and provides an interesting alternative, as an example, to a house in construction site due to the generally much shorter construction time, the manageable costs and the consistent quality dar. The wall element can be found in all types of buildings use. A prefabrication option in the factory is given.

Als Mauerwerk wird im Rahmen dieser Beschreibung ein aus natürlichen oder künstlichen Steinen bzw. Mauersteinen gefügtes Bauteil bezeichnet. Die Arten von Mauerwerk werden nach verschiedenen Aspekten unterschieden: Nach den verwendeten Mauersteinen unterscheidet man beispielsweise zwischen Bruchsteinmauerwerk, Natursteinmauerwerk, Ziegelmauerwerk. Nach der Art der Zusammensetzung unterscheidet man beispielsweise zwischen Trockenmauerwerk, Mörtelmauerwerk, homogenem und inhomogenem Mauerwerk. Nach der Sichtbarkeit unterscheidet man beispielsweise zwischen Sichtmauerwerk und verputztem Mauerwerk. Nach der statischen Funktion unterscheidet man beispielsweise zwischen tragendem oder nicht tragendem Mauerwerk. Das Mauerwerk kann von jeder der genannten Arten sein.For the purposes of this description, masonry is a component made of natural or artificial stones or bricks. The types of masonry are differentiated according to different aspects: According to the used bricks, for example, a distinction between quarry stone masonry, natural stone masonry, brickwork. Depending on the type of composition, for example, a distinction is made between dry masonry, mortar masonry, homogeneous and inhomogeneous masonry. By visibility, for example, a distinction is made between exposed masonry and plastered masonry. By static function, for example, a distinction is made between load-bearing or non-load-bearing masonry. The masonry can be of any of the mentioned types.

Das Mauerwerk besteht aus einzelnen Mauersteinen, die aufeinandergeschichtet werden. Es können verschiedene Arten von Mauersteinen verwendet werden, beispielsweise künstliche Steine bzw. Kunststein wie Backsteine, Klinker, Lochziegel, Kalksandsteine, Hohlblocksteine, Betonwerksteine, Blähtonsteine, Porenbeton-Steine, etc; oder Natursteine wie Sedimentgesteine, z.B. Kalkstein oder Sandstein, oder Tiefengesteine wie Granit. Dazu kommt bei bestimmten Arten des Mauerwerks noch ein Fügemittel, vorzugsweise Mörtel, das die Fugen zwischen den Mauersteinen füllen kann. Dieses Fügemittel verbindet die Steine kraftschlüssig und sorgt für bessere Stabilität des Mauerwerks. Vorzugsweise wird das Mauerwerk aus baugleichen Mauersteinen, bevorzugt aus Ziegeln unter Verwendung von Mörtel als Fügemittel, gefügt. Prinzipiell werden die Mauersteine beim Errichten einer Mauer gemischt versetzt, wobei die Mauersteine nicht genau übereinander gelegt werden, um Lasten und Kräfte gleichmäßig im Mauerwerk zu verteilen und keine unbeabsichtigten Sollbruchstellen anzulegen.The masonry consists of individual bricks, which are stacked on top of each other. Different types of bricks can be used, for example artificial stones such as bricks, clinker bricks, perforated bricks, sand-lime bricks, hollow blocks, cast stones, expanded clay bricks, aerated concrete bricks, etc .; or natural stones such as sedimentary rocks, e.g. Limestone or sandstone, or plutonic rocks such as granite. In addition, in certain types of masonry still a joining agent, preferably mortar, which can fill the joints between the bricks. This joining agent connects the stones positively and ensures better stability of the masonry. Preferably, the masonry of identical bricks, preferably made of bricks using mortar as a joining agent, joined. In principle, the bricks are mixed mixed when building a wall, wherein the bricks are not placed exactly on top of each other to distribute loads and forces evenly in the masonry and to create any unintended breaking points.

Für den Einsatz als Gebäudeaußenwand kann das Mauerwerk auch mit einer Isolierung bzw. Wärme- und/oder Schalldämmung versehen sein und eine ein- oder mehrschalige, vorzugsweise zweischalige, Konstruktion aufweisen. Die einschalige Konstruktion besteht aus einem, vorzugsweise auf beiden Seiten, verputzten Mauerwerk, wobei die Mauersteine eine innen liegende Isolierung aufweisen können. In den meisten Fällen ist eine zusätzliche Dämmung vorteilhaft. Hier bietet sich das so genannte Wärmedämm-Verbundsystem an, wonach das Dämmmaterial aus bauphysikalischen Gründen an der Außenseite des Mauerwerks angebracht wird. Die zweischalige Konstruktion umfasst beispielsweise eine tragende Wand aus Mauersteinen einer ersten Art (bspw. Hochlochziegel oder Kalksandsteine) und einen äußeren Witterungsschutz aus Mauersteinen einer zweiten Art (bspw. Vormauersteine oder Klinker), wobei die tragende Wand und der Witterungsschutz möglichst ohne Bildung von Wärmebrücken verbunden sind. Verbindungselemente zwischen der tragenden Konstruktion und dem äußeren Witterungsschutz sind vorzugsweise nur stellenweise verbaut. Durch eine zwischen den Schichten liegende Isolierung bzw. Wärme- und/oder Schalldämmung ist die tragende Wand gut isoliert, wobei ein hinterlüfteter oder nicht hinterlüfteter Wandaufbau realisiert werden kann.
Bevorzugte Ausführungen der Erfindung werden in den Unteransprüchen beansprucht.
For use as a building exterior wall, the masonry can also be provided with insulation or thermal and / or acoustic insulation and have a single or multi-shell, preferably clam shell, construction. The single-shell construction consists of one, preferably on both sides, plastered masonry, the bricks can have an internal insulation. In most cases, additional insulation is advantageous. Here, the so-called thermal insulation composite system offers, according to which the insulation material is mounted due to structural physical reasons on the outside of the masonry. The bivalve construction comprises, for example, a load-bearing wall of bricks of a first type (for example perforated bricks or sand-lime bricks) and external weather protection of bricks of a second type (for example facing bricks or clinker), the load-bearing wall and the weather protection are connected as possible without formation of thermal bridges. Connecting elements between the supporting structure and the external weather protection are preferably installed only in places. By lying between the layers insulation or thermal and / or acoustic insulation, the load-bearing wall is well insulated, with a ventilated or non-ventilated wall construction can be realized.
Preferred embodiments of the invention are claimed in the subclaims.

Der Betonrahmen ist um den gesamten Umfang des Mauerwerks geschlossen. Das Wandelement ist aufgrund des umlaufenden, vorzugsweise bewehrten Betonrahmens besonders kompakt und stabil. Es wird jedoch als besonders vorteilhaft angesehen, dass sich der Betonrahmen entlang des gesamten Außen- und Innenumfangs des Mauerwerks erstreckt (z.B. auch in Fensteröffnungen) und vollumfänglich geschlossen ist.The concrete frame is closed around the entire circumference of the masonry. The wall element is particularly compact and stable due to the encircling, preferably reinforced concrete frame. However, it is considered to be particularly advantageous that the concrete frame extends along the entire outer and inner circumference of the masonry (e.g., in window openings) and is fully closed.

Es kann sich als vorteilhaft erweisen, wenn die Mauersteine formschlüssig und/oder mit einem Fügemittel, vorzugsweise Mörtel, verbunden sind. In dem Wandelement gemäß dieser Ausführung übernimmt das Mauerwerk eine tragende Funktion.It may prove advantageous if the bricks are positively connected and / or with a joining agent, preferably mortar. In the wall element according to this embodiment, the masonry assumes a supporting function.

Es kann sich als nützlich erweisen, wenn sich das Wandelement im wesentlichen in einer Ebene erstreckt. In dieser Form ist das Wandelement besonders einfach herzustellen und ist leicht stapel- sowie transportfähig. Es kann vorgesehen werden, dass das Mauerwerk, vorzugsweise jeder Mauerstein des Mauerwerks, zumindest zu einer Seite, vorzugsweise zu beiden Seiten des Wandelements, sichtbar ist. Das Wandelement gemäß dieser Ausführung umfasst die Optik eines herkömmlichen, vor Ort gefertigten Mauerwerks, ist aber aufgrund des Betonrahmens selbsttragend ausgebildet und kann fernab der Baustelle gefertigt werden, ohne Einbußen im Hinblick auf das optische und ästhetische Erscheinungsbild in Kauf zu nehmen. Das Wandelement kann aber auch bereits im Werk ein- oder beidseitig verputzt werden.It may prove useful when the wall element extends substantially in a plane. In this form, the wall element is particularly easy to manufacture and is easily stackable and transportable. It can be provided that the masonry, preferably each brick of the masonry, at least to one side, preferably on both sides of the wall element is visible. The wall element according to this embodiment includes the appearance of a conventional, locally made masonry, but is designed to be self-supporting due to the concrete frame and can be made far from the site without sacrificing the visual and aesthetic appearance in purchasing. But the wall element can also be plastered in one or both sides of the factory.

Es kann sich als günstig erweisen, wenn das Wandelement zumindest einer der folgenden Ausstattungen aufweist: eine Bewehrung, eine Transportvorrichtung, eine Leerverrohrung, vorzugsweise für Elektro-, Sanitär-, Heizungs-, Belüftungs- oder Klimatisierungseinrichtungen, einen Anschluss für Elektro-, Sanitär-, Heizungs-, Belüftungs- oder Klimatisierungseinrichtungen, einen Schalter, vorzugsweise zur Betätigung von Elektro-, Sanitär-, Heizungs-, Belüftungs- oder Klimatisierungseinrichtungen, einen Tür- oder Fenstersturz, einen Rollladenkasten, einen ein- oder beidseitigen Außenputz. Durch diese Ausstattungen kann das Wandelement in einer nahezu unbegrenzten Vielfalt möglicher Varianten speziell auf Kundenwunsch im Werk so weit vorgefertigt werden, dass die auf der Baustelle noch vorzunehmenden Maßnahmen erheblich verringert werden. Auch weitere Ausstattungen kommen in Betracht.It can prove to be advantageous if the wall element has at least one of the following equipment: a reinforcement, a transport device, an empty piping, preferably for electrical, sanitary, heating, ventilation or air conditioning devices, a connection for electrical, sanitary , Heating, ventilation or air conditioning equipment, a switch, preferably for the operation of electrical, sanitary, heating, ventilation or Air conditioning equipment, a door or lintel, a roller shutter box, a one- or two-sided exterior plaster. Through these features, the wall element can be so far prefabricated in an almost unlimited variety of possible variants specifically on customer request in the factory that the measures still to be taken on the site are significantly reduced. Other equipment is also possible.

Es kann sich als günstig erweisen, wenn das Mauerwerk aus im wesentlichen baugleichen Mauersteinen aufgebaut ist. Bei dem Wandelement gemäß dieser Ausführung ist die Herstellung besonders einfach, da eine Verwendung falscher Mauersteine im wesentlichen ausgeschlossen ist. Überdies vereinfacht sich die Lagerhaltung für die Mauersteine, weil nur eine Sorte von Mauersteinen verbaut wird.It may prove to be beneficial if the masonry is constructed of substantially identical bricks. In the wall element according to this embodiment, the production is particularly simple, since a use of false bricks is substantially excluded. Moreover, the storage of bricks is simplified, because only one type of bricks is installed.

Es kann von Vorteil sein, wenn die Mauersteine am Umfang des Mauerwerks bündig angeordnet sind. Das Wandelement gemäß dieser Ausführung weist eine besonders ansprechende Optik auf.It may be advantageous if the bricks are flush with the circumference of the masonry. The wall element according to this embodiment has a particularly attractive appearance.

Es kann von Nutzen sein, wenn das Mauerwerk und/oder das Wandelement einen im wesentlichen rechteckigen Umriss aufweist. Das Wandelement gemäß dieser Ausführung ist für die meisten standardisierten Anwendungen, insbesondere für den Hausbau aus Fertigteilen, besonders gut geeignet. Generell ist es aber möglich, dass das Mauerwerk und/oder das Wandelement einen kreisrunden, einen ovalen oder zumindest abschnittsweise einen bogenförmigen Umriss aufweist.It may be useful if the masonry and / or the wall element has a substantially rectangular outline. The wall element according to this embodiment is particularly well suited for most standardized applications, in particular for the construction of prefabricated houses. In general, however, it is possible that the masonry and / or the wall element has a circular, an oval or at least partially an arcuate outline.

Es kann vorteilhaft sein, wenn die Mauersteine am Umfang des Mauerwerks unbündig angeordnet sind, so dass einzelne Mauersteine in den Betonrahmen hervorstehen. Das Wandelement gemäß dieser Ausführung besitzt aufgrund des formschlüssigen Verbunds von Betonrahmen und Mauerwerk eine besonders hohe Stabilität und ist für Anwendungsfälle, in welchen das Wandelement eine tragende Funktion übernimmt und große vertikale als auch horizontale Lasten auf das Wandelement einwirken, besonders gut geeignet.It may be advantageous if the bricks are arranged on the periphery of the masonry unbound, so that individual bricks protrude into the concrete frame. The wall element according to this embodiment has due to the positive connection of concrete frame and masonry a particularly high stability and is particularly well suited for applications in which the wall element performs a supporting function and large vertical and horizontal loads acting on the wall element.

Es kann nützlich sein, wenn das Wandelement zumindest eine Tür- und/oder Fensteröffnung aufweist. Die Tür- und/oder Fensteröffnung kann ab Werk gefertigt werden, so dass im Werk bereits auch Zargen und Türen bzw. Fensterrahmen und Fenster eingesetzt werden können. Der Vorfertigungsgrad kann daher sogar bis zum Aufbringen des Außenputzes gehen, so dass nur noch wenige Arbeiten auf der Baustelle selbst erfolgen müssen. Bei Bedarf kann der Einbau der Zargen und Türen auch nachträglich auf der Baustelle erfolgen. Das Wandelement gemäß dieser Ausführung kann die Herstellung eines Gebäudes oder Tragwerks aus Fertigteilen erheblich vereinfachen.It may be useful if the wall element has at least one door and / or window opening. The door and / or window opening can be factory-made so that frames and doors or window frames and windows can already be used in the factory. The degree of prefabrication can therefore even go to the application of the exterior plaster, so that only a few work on the site itself must be done. If required, the installation of the frames and doors can also be done later on the site. The wall element according to This embodiment can greatly simplify the manufacture of a prefabricated building or structure.

Ein hierin beschriebenes Verfahren zur Herstellung eines Wandelements umfasst die Schritte: a) Errichten eines Mauerwerks durch Fügen einer Vielzahl einzelner Mauersteine, und b) Umgießen des Mauerwerks mit Beton, so dass das Mauerwerk umfangsseitig von einem Betonrahmen umgeben ist. Das nach diesem Verfahren hergestellte Wandelement kann sämtliche Merkmale der vorangegangenen Ausführungen des Wandelements umfassen, insbesondere zumindest eine Bewehrung, eine Transportvorrichtung und/oder eine Leerverrohrung, eine Tür- und/oder Fensteröffnung oder einen aufgebrachten Außenputz auf einer oder beiden Seiten des Wandelements, wobei die erforderlichen Maßnahmen zur Verwirklichung dieser Merkmale vorzugsweise chronologisch vorteilhaft ergriffen werden.A method for producing a wall element described herein comprises the steps of: a) building a masonry by joining a plurality of individual bricks, and b) pouring over the masonry with concrete, so that the masonry is circumferentially surrounded by a concrete frame. The wall element produced by this method may comprise all the features of the preceding embodiments of the wall element, in particular at least one reinforcement, a transport device and / or an empty casing, a door and / or window opening or an applied external plaster on one or both sides of the wall element, wherein the necessary measures for the realization of these features are preferably taken chronologically advantageous.

Erfindungsgemäß wird das Mauerwerk in einer vertikalen Ebene errichtet. Dabei werden die Mauersteine unter dem Einfluss der Schwerkraft zusammengedrückt, weil das Gewicht der oberen Mauersteine auf die unteren Mauersteine wirkt. So entsteht ein besonders festes und stabiles Mauerwerk.According to the masonry is erected in a vertical plane. The bricks are compressed under the influence of gravity, because the weight of the upper bricks acts on the lower bricks. This creates a particularly solid and stable masonry.

Anschließend wird das Mauerwerk in einer horizontalen Ebene mit Beton umgossen. Das Umgießen des Mauerwerks gestaltet sich in der horizontalen Ausrichtung des Mauerwerks wesentlich einfacher, da es auf einer horizontalen Schalungsunterlage ausgeführt werden kann. Erfindungsgemäß wird das Mauerwerk unter Verwendung einer schwenkbaren Schalungsunterlage von der vertikalen Ebene in die horizontale Ebene überführt. Auf diese Weise kann das Mauerwerk stehend bzw. in einer vertikalen Ebene errichtet und anschließend besonders schonend in eine horizontale Ebene überführt werden, um das Mauerwerk mit dem Betonrahmen zu umgießen. Bei dieser Ausführung werden die Vorteile, die sich aus der Errichtung des Mauerwerks in einer vertikalen Ebene und aus dem Umgießen des Mauerwerks in der horizontalen Ebene ergeben, in idealer Weise verbunden, ohne dass das Mauerwerk zwischen den Arbeitsgängen transportiert werden muss.Then the masonry is poured around in a horizontal plane with concrete. The re-casting of the masonry is much easier in the horizontal alignment of the masonry, as it can be performed on a horizontal formwork underlay. According to the invention, the masonry is transferred from a vertical plane to a horizontal plane using a pivotable formwork support. In this way, the masonry can be erected standing or in a vertical plane and then transferred particularly gently into a horizontal plane to encase the masonry with the concrete frame. In this embodiment, the advantages resulting from the erection of the masonry in a vertical plane and from the casting of the masonry in the horizontal plane, connected in an ideal manner, without the masonry must be transported between the operations.

Zur Durchführung des Verfahrens eignet sich eine Vorrichtung zur Herstellung eines Wandelements, umfassend eine schwenkbare Schalungsunterlage, die zwischen einer vertikalen Ebene und einer horizontalen Ebene überführbar ist. Die Schalungsunterlage dient bei der Errichtung des Mauerwerks in einer vertikalen Ebene vorzugsweise als Stützwand. Die Schalungsunterlage kann bei der Errichtung des Mauerwerks nach Bedarf auch geringfügig geneigt sein, vorzugsweise im Bereich 1 bis 10 ° von der Vertikale abweichend, so dass die Mauersteine bei der Errichtung des Mauerwerks durch die Gewichtskraft in Anlage an der Schalungsunterlage gehalten werden. Durch Mörtel kann das Mauerwerk gegenüber der Schalungsunterlage abgedichtet werden, um ein Eindringen von Beton zwischen Mauerwerk und Schalungsunterlage zu verhindern. Die Schalungsunterlage ist vorzugsweise magnetisierbar und wird zum Gießen des Betonrahmens in die horizontalen Ebene überführt und mit einer um das Mauerwerk geschlossenen Schalung versehen.For carrying out the method, an apparatus for producing a wall element, comprising a pivotable formwork support, which can be transferred between a vertical plane and a horizontal plane, is suitable. The formwork support is used in the construction of the masonry in a vertical plane preferably as a support wall. The formwork support may also be slightly inclined in the erection of the masonry as needed, preferably deviating in the range 1 to 10 ° from the vertical, so that the bricks in the construction of the masonry be held by the force of gravity in contact with the formwork support. With mortar, the masonry can be sealed against the formwork underlay to prevent ingress of concrete between masonry and formwork underlay. The formwork support is preferably magnetizable and is transferred to pour the concrete frame in the horizontal plane and provided with a closed formwork around the masonry.

Kurze Beschreibung der ZeichnungenBrief description of the drawings

Es zeigen:

  • Figur 1: ein nach dem erfindungsgemäßen Verfahren herstellbares Wandelement für Bauwerke aus Fertigteilen gemäß einem ersten Ausführungsbeispiel, wobei das Mauerwerk und der Betonrahmen im wesentlichen rechteckige Umrisse aufweisen und die Mauersteine am Umfang des Mauerwerks bündig angeordnet sind.
  • Figur 2: ein nach dem erfindungsgemäßen Verfahren herstellbares Wandelement für Bauwerke aus Fertigteilen gemäß einem zweiten Ausführungsbeispiel, wobei das Mauerwerk und der Betonrahmen im wesentlichen rechteckige Umrisse aufweisen und die Mauersteine am Umfang des Mauerwerks unbündig angeordnet sind, so dass einzelne Mauersteine in den Betonrahmen hervorstehen.
  • Figur 3: ein Wandelement für Bauwerke aus Fertigteilen,
    wobei das Wandelement eine Bewehrung und Transportanker aufweist, wobei Fig. 3a eine Seitenansicht und Fig. 3b einen Schnitt A-A aus Fig. 3a zeigt.
  • Figur 4: ein Wandelement für Bauwerke aus Fertigteilen,
    wobei das Wandelement jeweils eine Türöffnung und eine Fensteröffnung aufweist, wobei Fig. 4a eine Seitenansicht und Fig. 4b einen Schnitt A-A aus Fig. 4a zeigt.
  • Figur 5: ein nach dem erfindungsgemäßen Verfahren herstellbares Wandelement für Bauwerke aus Fertigteilen gemäß einer dritten Variante des ersten Ausführungsbeispiels, wobei das Wandelement jeweils eine Türöffnung und eine Fensteröffnung aufweist und eine Leerverrohrung vorgesehen ist.
  • Figur 6: weitere Varianten des nach dem erfindungsgemäßen Verfahren herstellbaren Wandelements für Bauwerke aus Fertigteilen nach dem ersten Ausführungsbeispiel, wobei das Mauerwerk und das Wandelement gemäß Fig. 6a im wesentlichen dreieckige Umrisse, gemäß Fig. 6b im wesentlichen rechteckige Umrisse mit kuppelförmiger Oberseite und Fensteröffnung, gemäß Fig. 6c näherungsweise trapezförmige Umrisse und jeweils eine Türöffnung und eine Fensteröffnung, und gemäß Fig. 6d polygonale Umrisse und jeweils eine Türöffnung und eine Fensteröffnung aufweisen.
Show it:
  • FIG. 1 : A producible by the novel wall element for buildings made of prefabricated parts according to a first embodiment, wherein the masonry and the concrete frame have substantially rectangular outlines and the bricks are arranged flush on the circumference of the masonry.
  • FIG. 2 a wall element producible by the method according to the invention for prefabricated structures according to a second embodiment, wherein the masonry and the concrete frame have substantially rectangular outlines and the bricks are arranged on the periphery of the masonry unbound, so that individual bricks protrude into the concrete frame.
  • FIG. 3 : a wall element for buildings made of prefabricated parts,
    wherein the wall element comprises a reinforcement and transport anchor, wherein Fig. 3a a side view and Fig. 3b a section AA Fig. 3a shows.
  • FIG. 4 : a wall element for buildings made of prefabricated parts,
    wherein the wall member each having a door opening and a window opening, wherein Fig. 4a a side view and Fig. 4b a section AA Fig. 4a shows.
  • FIG. 5 a wall element for prefabricated structures constructed by the method according to the invention, according to a third variant of the first embodiment, the wall element each having a door opening and a window opening and an empty piping being provided.
  • FIG. 6 : further variants of the wall element producible by the method according to the invention for buildings made of prefabricated parts according to the first embodiment, wherein the masonry and the wall element according to Fig. 6a essentially triangular outlines, according to Fig. 6b substantially rectangular outlines with dome-shaped top and window opening, according to Fig. 6c approximately trapezoidal outlines and each a door opening and a window opening, and according to Fig. 6d polygonal outlines and each having a door opening and a window opening.

Detaillierte Beschreibung der bevorzugten AusführungsbeispieleDetailed Description of the Preferred Embodiments

Figur 1 zeigt ein nach dem erfindungsgemäßen Verfahren herstellbares Wandelement 1 gemäß einem ersten Ausführungsbeispiel, umfassend ein Mauerwerk 2, das aus einer Vielzahl einzelner Mauersteine 21 gefügt ist, wobei das Mauerwerk 2 umfangsseitig von einem Betonrahmen 3 umgeben ist. FIG. 1 shows a producible by the novel wall element 1 according to a first embodiment, comprising a masonry 2, which is joined from a plurality of individual bricks 21, wherein the masonry 2 is circumferentially surrounded by a concrete frame 3.

Das Wandelement 1 erstreckt sich im wesentlichen in einer Ebene und ist für Bauwerke aus Fertigteilen vorgesehen, wobei das Mauerwerk 2 und der Betonrahmen 3 bzw. das Wandelement 1 im wesentlichen rechteckige Umrisse 20, 30 aufweisen. Die Länge des Wandelements 1 beträgt beispielsweise 6 000 mm und die Höhe des Wandelements 1 beträgt beispielsweise 3 800 mm, wobei der Betonrahmen 3 eine Stärke von beispielsweise 200 mm aufweist. Die Breite bzw. Dicke des Wandelements 1 und des Betonrahmens 3 bemessen sich erfindungsgemäß nach der Breite der Mauersteine 21, wobei jeder Mauerstein 21 des Mauerwerks 2 zu beiden Seiten des Wandelements 1 sichtbar sein kann. Das Wandelement 1 kann bei Bedarf auch werksseitig an der Innen- und/oder Außenseite verputzt werden.The wall element 1 extends substantially in one plane and is intended for buildings made of prefabricated parts, wherein the masonry 2 and the concrete frame 3 and the wall element 1 have substantially rectangular contours 20, 30. The length of the wall element 1 is, for example, 6,000 mm, and the height of the wall element 1 is, for example, 3,800 mm, the concrete frame 3 having a thickness of, for example, 200 mm. The width or thickness of the wall element 1 and the concrete frame 3 are measured according to the invention according to the width of the bricks 21, wherein each brick 21 of the masonry 2 can be visible on both sides of the wall element 1. The wall element 1 can also be plastered at the factory on the inside and / or outside if necessary.

Das Mauerwerk 2 ist aus im wesentlichen baugleichen Mauersteinen 21 aufgebaut, die mit Mörtel als Fügemittel verbunden sind, wobei die Mauersteine 21 in benachbarten Reihen (Scharen) 22, 23 jeweils um eine halbe Mauersteinlänge versetzt angeordnet sind. Die Mauersteine 21 am Umfang 20 des Mauerwerks 2 sind bündig angeordnet, wobei die abschließenden, randseitigen Mauersteine 21 jeder zweiten Reihe 23 nur die halbe Mauersteinlänge aufweisen. Dazu wird ein Mauerstein 21 in zwei Hälften zerteilt. Im Ergebnis stimmen die benachbarten Reihen 22, 23 in der Länge überein. Als Mauersteine 21 werden im vorliegenden Fall baugleiche, quaderförmige Ziegel mit einer Längskantenlänge von ca. 400 mm und einer Höhe von ca. 200 mm verwendet. Das Mauerwerk 2 kann auch mehr als eine Mauersteinbreite umfassen. Dazu werden die Mauersteine 21 vorzugsweise Reihe für Reihe (je Schar) jeweils längs und einmal quer gemischt verlegt, um ein Spleißen der Wand zu verhindern.The masonry 2 is constructed of substantially identical bricks 21, which are connected with mortar as a joining means, wherein the bricks 21 in adjacent rows (flocks) 22, 23 are each offset by half brick length. The bricks 21 on the circumference 20 of the masonry 2 are flush, with the final, peripheral bricks 21 of each second row 23 have only half the brick length. For this purpose, a brick 21 is divided into two halves. As a result, the adjacent rows 22, 23 coincide in length. As bricks 21 identical, rectangular brick with a longitudinal edge length of about 400 mm and a height of about 200 mm are used in the present case. The masonry 2 may also comprise more than one brick width. For this purpose, the bricks 21 are preferably laid one row at a time (per group) longitudinally and once transversely mixed in order to prevent splitting of the wall.

Figur 2 zeigt ein nach dem erfindungsgemäßen Verfahren herstellbares Wandelement 1 für Bauwerke aus Fertigteilen gemäß einem zweiten Ausführungsbeispiel. Im Unterschied zum ersten Ausführungsbeispiel fehlen in jeder zweiten Reihe 23 die abschließenden, randseitigen (halben) Mauersteine 21, so dass die Mauersteine 21 jeder zweiten Reihe 22 am Umfang 20 des Mauerwerks 2 unbündig angeordnet sind und in den Betonrahmen 3 hervorstehen. Im Ergebnis sind die Reihen 22 um eine Mauersteinlänge länger als die benachbarten Reihen 23. Ansonsten entspricht das Wandelement 1 gemäß dem zweiten Ausführungsbeispiel dem Wandelement 1 gemäß dem ersten Ausführungsbeispiel. Um Wiederholungen zu vermeiden, wird auf die obige Beschreibung verwiesen und es werden dieselben Bezugszeichen verwendet. FIG. 2 shows a producible by the process according to the invention wall element 1 for buildings of precast parts according to a second embodiment. In contrast to the first embodiment, the final, peripheral (half) bricks 21 are missing in every second row 23, so that the bricks 21 of each second row 22 are arranged on the periphery 20 of the masonry 2 unbounded and protrude into the concrete frame 3. As a result, the rows 22 are longer by one brick length than the adjacent rows 23. Otherwise, the wall panel 1 according to the second embodiment corresponds to the wall panel 1 according to the first embodiment. To avoid repetition, reference is made to the above description and the same reference numerals are used.

Figur 3 zeigt ein Wandelement 1 für Bauwerke aus Fertigteilen. Figur 3a zeigt eine Seitenansicht und Figur 3b zeigt einen Schnitt A-A aus Fig. 3a. Ergänzend zum ersten Ausführungsbeispiel weist das Wandelement 1 eine in den Betonrahmen 3 eingebettete, umlaufend geschlossene Stahlgitter-Bewehrung 4 und zwei Transportanker 5 auf. Gewindehülsen 51 aus Stahl, in welche die Transportanker 5 eingeschraubt werden, sind mit der Bewehrung 4 form- und/oder stoffschlüssig verbunden, vorzugsweise verschweißt. Die Mauersteine des Mauerwerks 2 umfassen Hohlkammern, die in den Reihen des Mauerwerks 2 übereinander liegen (Fig. 3b), wobei sich die Transportanker 5 durch das gesamte Mauerwerk 2 erstrecken und auf gegenüber liegenden Seiten des Mauerwerks 2 form- und/oder stoffschlüssig mit der Bewehrung 4 verbunden sind. Im fertig gestellten Zustand, nach dem Umgießen des Mauerwerks 2 mit Beton zur Ausbildung des Betonrahmens 3, stehen die Schlaufen 52 der Transportanker 5 aus dem Betonrahmen 3 hervor und können mit einer Abhebevorrichtung in Eingriff genommen werden. Das Gewicht des Wandelements 1 wird über die Gewindehülsen 51 und über die Verbindungsstellen des Transportankers 5 mit der Bewehrung 4 auf den Betonrahmen 3 übertragen. FIG. 3 shows a wall element 1 for buildings made of precast. FIG. 3a shows a side view and FIG. 3b shows a section AA Fig. 3a , In addition to the first embodiment, the wall element 1 has an embedded in the concrete frame 3, circumferentially closed steel grid reinforcement 4 and two transport anchors 5. Threaded sleeves 51 made of steel, in which the transport anchors 5 are screwed, are positively and / or materially connected to the reinforcement 4, preferably welded. The bricks of the masonry 2 comprise hollow chambers which lie one above the other in the rows of masonry 2 ( Fig. 3b ), wherein the lifting anchors 5 extend through the entire masonry 2 and on opposite sides of the masonry 2 form and / or materially connected to the reinforcement 4. In the finished state, after pouring the masonry 2 with concrete to form the concrete frame 3, the loops 52 of the lifting anchor 5 are out of the concrete frame 3 and can be taken with a lift-off in engagement. The weight of the wall element 1 is transmitted to the concrete frame 3 via the threaded sleeves 51 and via the connection points of the transport anchor 5 with the reinforcement 4.

Figur 4 zeigt ein Wandelement 1 für Bauwerke aus Fertigteilen. Figur 4a zeigt eine Seitenansicht und Figur 4b zeigt einen Schnitt A-A aus Fig. 4a. Ergänzend zur ersten Variante des ersten Ausführungsbeispiels weist das Wandelement 1 jeweils eine Türöffnung 6 und eine Fensteröffnung 7 auf. Der umlaufende Betonrahmen 3 und die umlaufende Bewehrung 4 erstrecken sich auch an der Innenseite der Türöffnung 6 zusammenhängend entlang des gesamten Umfangs des Mauerwerks 2, so dass ein stabiler und kompakter Verbund gewährleistet ist. Daneben erstreckt sich ein Betonrahmen 3b mit eingebetteter Bewehrung 4b über drei der vier Seiten der Fensteröffnung 7. Über die Türöffnung 6 erstreckt sich eine Bewehrungsbrücke 41, die mit dem Stahlgitternetz der Bewehrung 4 form- und/oder stoffschlüssig verbunden ist. Um Wiederholungen zu vermeiden, wird auf die obige Beschreibung verwiesen und es werden dieselben Bezugszeichen verwendet. FIG. 4 shows a wall element 1 for buildings made of precast. FIG. 4a shows a side view and FIG. 4b shows a section AA Fig. 4a , In addition to the first variant of the first embodiment, the wall element 1 in each case has a door opening 6 and a window opening 7. The encircling concrete frame 3 and the circumferential reinforcement 4 extend also on the inside of the door opening 6 contiguous along the entire circumference of the masonry 2, so that a stable and compact composite is ensured. In addition, a concrete frame 3b with embedded reinforcement 4b extends over three of the four sides of the window opening 7. About the door opening 6 extends a reinforcement bridge 41, which is positively and / or materially connected to the steel grid of the reinforcement 4. To avoid repetition, reference is made to the above description and the same reference numerals are used.

Figur 5 zeigt ein nach dem erfindungsgemäßen Verfahren herstellbares Wandelement 1 für Bauwerke aus Fertigteilen gemäß einer Variante des ersten Ausführungsbeispiels. Gemäß dieser Variante weist das Wandelement 1 jeweils eine Türöffnung 6 und eine Fensteröffnung 7 auf. Um Wiederholungen zu vermeiden, wird auf die obige Beschreibung verwiesen und es werden dieselben Bezugszeichen verwendet. Eine Bewehrung und Transportanker sind nicht eingezeichnet, können aber nach Bedarf in gleicher Weise wie in der zweiten Variante vorgesehen werden. In dieser Variante ist eine Leerverrohrung für Elektroleitungen 81, Klima- und/oder Lüftungsanlagen 82 und/oder Heizungsanlagen 83 ausgebildet. Zur Leerverrohrung werden Bohrungen vorzugsweise im wesentlichen in der Ebene des Wandelements 1 durch den Betonrahmen 3 in das Mauerwerk 2 und/oder quer zur Ebene des Wandelements 1 in das Mauerwerk 2 und/oder den Betonrahmen 3 eingebracht, wobei die Bohrungen/Öffnungen vorzugsweise auf der Innenseite, bei Bedarf auch auf der Außenseite des Wandelements 1 enden. Durch diese Bohrungen/Öffnungen können flexible Leerrohre geführt werden, welche später die entsprechenden Elektro-, Sanitär-, Heizungs-, Belüftungs-, Klimaleitungen oder -rohre aufnehmen. FIG. 5 shows a producible by the novel wall element 1 for buildings of prefabricated parts according to a variant of the first embodiment. According to this variant, the wall element 1 in each case has a door opening 6 and a window opening 7. To avoid repetition, reference is made to the above description and the same reference numerals are used. A reinforcement and transport anchor are not shown, but can be provided as needed in the same way as in the second variant. In this variant, an empty piping for electrical lines 81, air conditioning and / or ventilation systems 82 and / or heating systems 83 is formed. For empty piping bores are preferably introduced substantially in the plane of the wall element 1 through the concrete frame 3 in the masonry 2 and / or transversely to the plane of the wall element 1 in the masonry 2 and / or the concrete frame 3, wherein the holes / openings preferably on the Inside, if necessary, on the outside of the wall element 1 ends. Through these holes / openings flexible conduits can be performed, which later receive the corresponding electrical, sanitary, heating, ventilation, air conditioning lines or pipes.

Figur 6 zeigt weitere Varianten des nach dem erfindungsgemäßen Verfahren herstellbaren Wandelements 1 für Bauwerke aus Fertigteilen nach dem ersten Ausführungsbeispiel. FIG. 6 shows further variants of the producible by the process according to the invention wall element 1 for buildings of precast parts according to the first embodiment.

Gemäß Fig. 6a weisen das Mauerwerk 2 und der Betonrahmen 3 im wesentlichen dreieckige Umrisse 20, 30 auf.According to Fig. 6a The masonry 2 and the concrete frame 3 have substantially triangular outlines 20, 30.

Gemäß Fig. 6b weisen das Mauerwerk 2 und der Betonrahmen 3 im wesentlichen rechteckige Umrisse 20, 30 mit kuppelförmiger Oberseite auf. Das Mauerwerk 2 umfasst eine im wesentlichen rechteckige Ausnehmung, die am Innenumfang mit einem Betonrahmen 3b umgeben ist, um eine kreisförmige Fensteröffnung 7 zu bilden.According to Fig. 6b The brickwork 2 and the concrete frame 3 have substantially rectangular contours 20, 30 with a dome-shaped upper side. The masonry 2 comprises a substantially rectangular recess, which is surrounded on the inner circumference with a concrete frame 3b to form a circular window opening 7.

Gemäß Fig. 6c weisen das Mauerwerk 2 und der Betonrahmen 3 näherungsweise trapezförmige Umrisse 20, 30 auf. Das Wandelement 1 umfasst eine Türöffnung 6 und eine kreisförmige Fensteröffnung 7.According to Fig. 6c the masonry 2 and the concrete frame 3 approximately trapezoidal outlines 20, 30 on. The wall element 1 comprises a door opening 6 and a circular window opening 7.

Gemäß Fig. 6d weisen das Mauerwerk 2 und der Betonrahmen 3 polygonale Umrisse 20, 30 auf. Das Wandelement 1 umfasst eine Türöffnung 6 und eine kreisförmige Fensteröffnung 7.According to Fig. 6d the masonry 2 and the concrete frame 3 polygonal outlines 20, 30 on. The wall element 1 comprises a door opening 6 and a circular window opening 7.

Die dargestellten Varianten und Ausführungsbeispiele sind lediglich beispielhaft zu verstehen, wobei die Merkmale der Varianten und Ausführungsbeispiele in beliebiger Weise , im Rahmen der Erfindung, welcher durch die hiermit anliegenden Ansprüche definiert ist, kombiniert werden können.The illustrated variants and exemplary embodiments are to be understood merely as examples, wherein the features of the variants and exemplary embodiments can be combined in any manner within the scope of the invention, which is defined by the claims appended hereto.

Ein Verfahren zur Herstellung eines Wandelements 1 umfasst die Schritte:

  1. a) Errichten eines Mauerwerks 2 durch Fügen einer Vielzahl einzelner Mauersteine 21,
  2. b) Umgießen des Mauerwerks 2 mit Beton, so dass das Mauerwerk 2 umfangsseitig zumindest abschnittsweise von einem Betonrahmen 3 umgeben ist.
A method for producing a wall element 1 comprises the steps:
  1. a) erecting a masonry 2 by joining a plurality of individual bricks 21,
  2. b) pouring the masonry 2 with concrete, so that the masonry 2 is peripherally surrounded at least in sections by a concrete frame 3.

In Schritt a) wird das Mauerwerk 2 in einer vertikalen Ebene errichtet. Unter Verwendung einer schwenkbaren Schalungsunterlage, die zwischen einer vertikalen Ebene und einer horizontalen Ebene überführbar ist, wird das Mauerwerk 2 von der vertikalen Ebene in die horizontale Ebene überführt. Bei Bedarf wird das Mauerwerk 2 mit einer Bewehrung 4 oder einer Transportvorrichtung 5 versehen. In Schritt b) wird das Mauerwerk 2 dann in einer horizontalen Ausrichtung mit Beton umgossen. Nach dem Aushärten des Betons wird das Wandelement 1 nach Bedarf mit einer Leerverrohrung 81, 82, 83 ausgestattet.In step a), the masonry 2 is erected in a vertical plane. Using a pivotal formwork pad, which is convertible between a vertical plane and a horizontal plane, the masonry 2 is transferred from the vertical plane to the horizontal plane. If necessary, the masonry 2 is provided with a reinforcement 4 or a transport device 5. In step b) the masonry 2 is then cast in a horizontal orientation with concrete. After curing of the concrete, the wall element 1 is provided with an empty piping 81, 82, 83 as required.

Mit dem Wandelement kann ein hoher Vorfertigungsgrad erreicht werden, da notwendige Leerrohre, z.B. Elektrorohre für Elektrokabel, Heizungsrohe, Klimaanlage und Sanitärrohre, sowie Steckdosen und Schalter aber auch Tür- und Fensterstürze, Rollladenkästen, Aircondition etc. schon im Werk eingebaut werden können und die Wand zusätzlich noch verputzt wird. Somit sind nur noch wenige Arbeiten auf der Baustelle notwendig. Weitere Vorteile ergeben sich dadurch, dass dieses Wandelement Lasten beispielsweise bei mehrstöckigen Gebäuden aufnehmen kann (lastabtragendes System), und dass die Form des Wandelements nach Kundenwünschen frei gestaltet werden kann.With the wall element, a high degree of prefabrication can be achieved since necessary conduits, e.g. Electric pipes for electric cables, Heizungsrohe, air conditioning and plumbing pipes, and sockets and switches but also door and window lintels, roller shutter boxes, air conditioning, etc. can be installed in the factory and the wall is additionally plastered. Thus, only a few work on the site are necessary. Further advantages result from the fact that this wall element can accommodate loads, for example in multi-storey buildings (load-bearing system), and that the shape of the wall element can be designed freely according to customer requirements.

Claims (10)

  1. Wall element (1) manufactured according to the method of claim 10 and comprising a brickwork (2) which is joined together from a plurality of individual bricks (21), wherein the brickwork (2) is circumferentially surrounded by a concrete frame (3) which is closed along the entire circumference (20) of the brickwork (2), so that the wall element (1) forms a self-supporting and transportable unit and wherein the width of the concrete frame (3) perpendicular to the plane of the wall element (1) measures according to the width of the bricks (21) perpendicular to the plane of the wall element (1).
  2. Wall element (1) according to claim 1, characterized in that the bricks (21) are connected positively and/or by means of a joining agent, preferably mortar.
  3. Wall element (1) according to one of the preceding claims, characterized in that the wall element (1) extends substantially in one plane.
  4. Wall element (1) according to one of the preceding claims, characterized in that the wall element (1) comprises at least one of the following equipments: a reinforcement (4), a transport device (5), an empty tubing (81, 82, 83), preferably for electric, sanitary, heating, ventilating or air conditioning devices, a connection for electric, sanitary, heating, ventilating or air conditioning devices, a switch, preferably for operating electric, sanitary, heating, ventilating or air conditioning devices, a door or window lintel, a roller shutter casing, an exterior plaster on one or both sides.
  5. Wall element (1) according to one of the preceding claims, characterized in that the brickwork (2) is built up of substantially identically constructed bricks (21).
  6. Wall element (1) according to one of the preceding claims, characterized in that the bricks (21) are arranged flush with the circumference (20) of the brickwork (2).
  7. Wall element (1) according to one of the preceding claims, characterized in that the brickwork (2) and/or the wall element (1) have a substantially rectangular contour.
  8. Wall element (1) according to one of the preceding claims, characterized in that the bricks (21) are arranged not flush with the circumference (20) of the brickwork (2), so that individual bricks (21) project into the concrete frame (3).
  9. Wall element (1) according to one of the preceding claims, characterized in that the wall element (1) comprises at least one door and/or window opening (4, 5).
  10. Method for producing a wall element (1), using a pivotable casing base which can be transferred between a vertical plane and a horizontal plane comprising the steps of:
    a) building up a brickwork (2) in a vertical plane by joining together a plurality of individual bricks (21), wherein, the casing base serves as a supporting wall when building up the brickwork,
    b) transferring of the brickwork from the vertical plane into the horizontal plane, using the pivotable casing base, and
    c) casting concrete around the brickwork (2) in the horizontal plane, so that the brickwork (2) is circumferentially surrounded by a concrete frame (3) which is closed along the entire circumference (20) of the brickwork (2).
EP09003696.3A 2009-03-13 2009-03-13 Wall element and method for its manufacture Not-in-force EP2233656B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP09003696.3A EP2233656B1 (en) 2009-03-13 2009-03-13 Wall element and method for its manufacture
PCT/EP2010/001593 WO2010102839A1 (en) 2009-03-13 2010-03-12 Wall element, and method and device for the production thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP09003696.3A EP2233656B1 (en) 2009-03-13 2009-03-13 Wall element and method for its manufacture

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EP2233656A1 EP2233656A1 (en) 2010-09-29
EP2233656B1 true EP2233656B1 (en) 2017-01-18

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WO2024130350A1 (en) * 2022-12-23 2024-06-27 Marzano Gabriel Nicolas Perez System for constructing walls manufactured and assembled in an industrial plant

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CN103806657B (en) * 2012-11-08 2016-02-03 中国二十冶集团有限公司 A kind of class brick mix structure construction method of frame structure building
NL2034397B1 (en) * 2023-03-22 2024-09-30 Ten Hoeve B V PREFAB CONSTRUCTION ELEMENT, BUILDING COMPRISING SUCH A CONSTRUCTION ELEMENT, AND METHOD FOR ITS MANUFACTURE

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DE1484067C3 (en) * 1964-08-31 1974-03-14 Erich 3000 Hannover Stockmann Wall panel made of reinforced masonry
US3640046A (en) * 1970-01-22 1972-02-08 Canadian Structural Clay Ass Means for prefabricating brick panels
DE3322512A1 (en) * 1983-06-23 1985-01-10 SÜBA Freie Baugesellschaft mbH & Co KG, 6800 Mannheim Masonry block, in particular for prefabricated wall elements
DE19756207A1 (en) * 1996-12-18 1998-07-30 Ingo Bongers Method of producing connecting part for basic structure
WO2001029337A2 (en) * 1999-10-18 2001-04-26 Jake Leibowitz Fabrication of complete segments of a structure

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Publication number Priority date Publication date Assignee Title
WO2024130350A1 (en) * 2022-12-23 2024-06-27 Marzano Gabriel Nicolas Perez System for constructing walls manufactured and assembled in an industrial plant

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EP2233656A1 (en) 2010-09-29

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