EP2792805A1 - Wallelement consisting of prefabricated elements - Google Patents

Wallelement consisting of prefabricated elements Download PDF

Info

Publication number
EP2792805A1
EP2792805A1 EP20140450015 EP14450015A EP2792805A1 EP 2792805 A1 EP2792805 A1 EP 2792805A1 EP 20140450015 EP20140450015 EP 20140450015 EP 14450015 A EP14450015 A EP 14450015A EP 2792805 A1 EP2792805 A1 EP 2792805A1
Authority
EP
European Patent Office
Prior art keywords
reinforcing elements
elements
directional
positionable
semi
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.)
Granted
Application number
EP20140450015
Other languages
German (de)
French (fr)
Other versions
EP2792805B1 (en
Inventor
Erich Kastner
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.)
Kappema Fertigteilindustrie GmbH
Original Assignee
Kappema Fertigteilindustrie GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kappema Fertigteilindustrie GmbH filed Critical Kappema Fertigteilindustrie GmbH
Publication of EP2792805A1 publication Critical patent/EP2792805A1/en
Application granted granted Critical
Publication of EP2792805B1 publication Critical patent/EP2792805B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/30—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
    • E04B2/32—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867—Corner details

Definitions

  • the present invention relates to a building consisting of several assembled with joint semi-finished components according to the preamble of claim 1.
  • the structure is constructed in a dry construction from plates, which are spaced apart from each other and form a cavity between them, wherein the plates are connected to each other at at least two opposite side edges by webs. There are provided support pillars, which are included hidden in overlaps of the plates. In the cavities between the plates can be subsequently introduce insulation and Dämmein accounts.
  • the static strength of these structures made of plates should be extremely high.
  • the buildings constructed from this should be largely earthquake-proof and only slightly in danger of collapse. This should also contribute to the low weight.
  • Object of the present invention is to provide a building, which has a higher strength with economically reasonable effort, as with the known measures of the prior art.
  • a building is advantageous if it consists of several joined together with shock semi-finished components consisting of wall panels are formed, which are spaced apart by means of connecting or stabilizing elements and extend substantially in parallel planes to each other, the interstices thus formed are filled with a curable casting composition, and each forming a joint at the junction, and in which the connection or Stabilizing elements are formed by rod-shaped and / or flat spacers which extend substantially perpendicular to the planes of the wall panels, and in which at least the stabilizing elements in the region of the joint interact with positionable, multi-directional reinforcing elements, wherein the multi-directional reinforcing elements run in planes which are substantially perpendicular to the planes of the wall panels.
  • the stabilizing elements are realized by rod-shaped and / or planar composite components, which interact with the positionable multi-directional reinforcement elements.
  • a building has advantages when the positionable multi-directional reinforcing elements are formed by baskets or by brackets. Whereby it is particularly favorable if the positionable multi-directional reinforcement elements are arranged to be displaceable and / or tiltable.
  • a building can be designed particularly advantageous if the positionable multidirectional reinforcing elements cooperate with other reinforcing elements, wherein the other reinforcing elements connected to stabilizing elements and / or are firmly anchored in the wall panels.
  • a building according to the invention is extremely stable when a statically required overlap length is created by the interaction of the stabilizing elements and / or the further reinforcing elements with the positionable multi-directional reinforcing elements over the impact.
  • Fig. 1 is a highly schematic part of a building 1 shown, which consists in the illustrated embodiment of two semi-finished components 2 and 3, which are joined together with a shock 4.
  • a building according to the invention may also consist of more than two semi-finished components and in addition to the semi-finished components also have differently shaped components that may be finished parts, semi-finished parts or locally manufactured components.
  • At the joint 4 creates a joint 5, which can remain unprocessed in the ideal case 1 in the ideal case.
  • the two semi-finished components 2 and 3 are each formed of wall plates 6 and 7, which are spaced apart by means of stabilizing elements 8.
  • the wall panels 6 and 7 extend in two mutually parallel planes and thus form a gap 9, which can be filled with hardenable casting compound, for example concrete.
  • the stabilizing elements 8 are formed, for example, as a flat structure with a meandering or wavy cross section. As will be shown and described in the following embodiments, other stabilizing elements, such as rod-shaped stabilizing elements are advantageously used, but they must fulfill the purpose to fix the wall plates 6 and 7 stable in their parallel distance and spatially positioning of Modiretationalen reinforcement elements enable.
  • multi-directional reinforcing elements is used in the present subject matter of the invention to make it clear that the reinforcing elements expand in several (at least two) directions. This term is intended to distinguish the objects so designated from the common term “multi-dimensional” because every object used in construction practice is, physically considered, “multi-dimensional”. A simple rod is inevitably “multidimensional,” because as a physical body it is “multidimensional,” but it extends in one direction only, so by definition it is “unidirectional.” By definition, the "multi-directional" reinforcing elements used according to the invention expand into a plurality of directions (directions).
  • the space 9 are multi-directional reinforcing elements in the form of baskets 10 which are arranged as prefabricated assemblies in the space 9 longitudinally displaceable. They slide on the flat, wave-shaped stabilizing elements 8, by which they are largely fixed in their position within the interstices 9 to their horizontal displaceability.
  • the baskets 10 are shifted in the longitudinal direction so far that they span the joint 5 in the area of the joint 4 and create a sufficient Studentsgreifungsdorf Ü required for the stability of the structure 1.
  • the gap 9 can be poured with in-situ concrete. It is understood that instead of in-situ concrete any other hardening mass can be filled in the interspaces 9.
  • Fig. 2 an embodiment of the invention is shown, which is a variant of the embodiment according to Fig. 1 represents.
  • three-directional baskets 10 are slid obliquely into the interstices 9 of the wall panels 6 and 7 in the area of the impact.
  • the stabilizing elements 8 are arranged so that open spaces for insertion of the three-directional baskets 10 result.
  • the oblique insertion of the baskets 10 can be done manually or mechanically - ie actively - but it can also be used gravity, with their Help the baskets 10 slide into their final position.
  • Fig. 3 is shown a further variant of the invention.
  • the assembled semi-finished components 2 and 3 substantially correspond to those already known to the Fig. 1 and 2 have been described.
  • the stabilizing elements 8 are assigned permanently to multi-directional reinforcing elements in the form of bidirectional brackets 11, the brackets 11 spanning in two directions a plane perpendicular to the planes in which the wall panels 6 and 7 extend.
  • the brackets 11 and 12 are referred to as two-directional reinforcing elements, whereas the baskets 10 described above extend in a further direction and are therefore referred to as three-directional reinforcing elements.
  • the two-directional stirrups 11 cooperate with the stabilizing elements 8 and are preferably fastened to them.
  • More bidirectional reinforcing elements in the form of positionable brackets 12 are introduced into the space 9 of the other semi-finished component 3 and there shifted in the direction of the first semi-finished component 2 and optionally tilted until the positionable bracket 12 with the rigid brackets 11 in the other half finished Component 2 cooperate and produce in this way the required overlap length Ü.
  • Fig. 4 is the end position of the positioned in the manner described above bracket 12 within the gap 9 illustrated.
  • the positionable bracket 12 and connected to the stabilizing elements 8 bracket 11 are with a predetermined overlap each other. In this position, they are fixed with split pins 13, which are arranged in the region of the joint 4 within the intermediate space 9 and cooperate for reinforcement with the brackets 11 and 12.
  • Fig. 5 is another variant of the subject invention shown.
  • rigidly mounted bracket 11 and positionable bracket 12 are shown.
  • the peculiarity of the current embodiment is that the rigidly mounted bracket 11 were already cast in the manufacture of the semi-finished component 2 together with the stabilizing elements 8 in the wall panels 6 and 7. They are therefore "invisible" which is to be illustrated by the dashed representation in the left half of the figure.
  • the bracket 11 are schematically visible.
  • the positionable bracket 12 are introduced in the same manner in the gap 9 as to the embodiments of the Fig. 3 and 4 has already been explained.
  • Cotter pins 13 also provide in this variant of the invention the reinforcement connection of both types of brackets, so that a sufficient reinforcement and overlapping length Ü is ensured in the region of the joint 4.
  • Fig. 6 illustrates a detail of a building 1, in which a corner of the building 1 is shown.
  • Two semi-finished components 2 and 3 have been assembled on the construction site to form a corner joint.
  • the semi-finished components 2 and 3 are formed in a known manner by two wall plates 6 and 7 respectively.
  • the mutually parallel wall plates 6 and 7 are connected to each other by stabilizing elements 8.
  • the flat, wave-shaped stabilizing elements 8 can be formed by rod-shaped stabilizing elements 14.
  • the overlapping length required for stability is generated by means of positionable brackets 12 in the intermediate space 9 of the semi-finished components 2 and 3.
  • the positionable stirrups 12 are overlapped by being inserted and tilted in the area of impact 4 of the corner and can be fixed by means of splints 13, as shown in FIG Fig. 7 - which shows an advanced assembly phase - is shown.
  • FIG. 8 and 9 Another embodiment of the invention is shown, in which a three-directional basket is used as a reinforcing element, which is made of horizontal brackets 16 and vertical bars 17.
  • a three-directional basket is used as a reinforcing element, which is made of horizontal brackets 16 and vertical bars 17.
  • stabilizing elements In the embodiments described, plate-like or wave-shaped shapes have always been represented and described as stabilizing elements.
  • the stabilizing elements can also have other shapes, for example a rod shape, or can be used in different forms of stabilizing elements or arranged in groups.

Abstract

Die Erfindung bezieht sich auf ein Bauwerk (1), welches aus mehreren Halbfertig-Bauteilen (2, 3) zusammengefügt ist. Die erforderliche Standfestigkeit wird dadurch erzielt, dass an den mit Stoß (4) zusammengefügten Halbfertig-Bauteilen (2, 3) positionierbare Bewehrungselemente (10, 15) mit Stabilisierungselementen (8) zusammenwirken, die sich in einem Zwischenraum (9) zwischen den Wandplatten (6, 7) befinden. Die am Stoß (4) positionierbaren Bewehrungselemente (10) erstrecken sich über einen Bereich, der als Übergreifungslänge (Ü) bezeichnet wird.The invention relates to a building (1) which is assembled from a plurality of semi-finished components (2, 3). The requisite stability is achieved in that positionable reinforcing elements (10, 15) cooperate with stabilizing elements (8) on the semi-finished components (2, 3) assembled with joint (4), which are located in a space (9) between the wall plates (9). 6, 7) are located. The reinforcing elements (10) which can be positioned at the joint (4) extend over a region which is referred to as overlap length (Ü).

Description

Die vorliegende Erfindung bezieht sich auf ein Bauwerk bestehend aus mehreren mit Stoß zusammengefügten Halbfertig-Bauteilen gemäß dem Oberbegriff des Anspruchs 1.The present invention relates to a building consisting of several assembled with joint semi-finished components according to the preamble of claim 1.

Es gibt verschiedene Ansätze, Bauwerke auch für den Erschütterungsfall standsicher zu gestalten. Man kann beispielsweise die Gebäudekonstruktion so steif anlegen, dass sie im Erschütterungsfall aller Voraussicht nach im linearen Verformungsbereich bleibt. Damit geht aber ein erheblicher, ökonomisch in der Regel nur schwer zu rechtfertigender Bauaufwand einher.There are various approaches to make buildings stable even for the vibration case. For example, it is possible to create a building structure that is so stiff that, in the event of vibration, it will in all probability remain in the linear deformation area. But this is accompanied by a significant, economically usually difficult to justify construction costs.

Alternativ besteht die Möglichkeit, Energiedissipationszonen in ein Bauwerk einzubauen. Diese sollen die während einer Erschütterung auf das Bauwerk einwirkende Energie durch bewusst in Kauf genommene Zerstörung aufnehmen. Dabei ist nachteilig, dass nicht selten irreparable Schäden an dem Bauwerk auftreten.Alternatively, it is possible to install energy dissipation zones in a building. These are intended to absorb the energy applied to the structure during a vibration by intentionally accepting destruction. It is disadvantageous that not infrequently irreparable damage to the structure occur.

In der Broschüre des Wirtschaftsministeriums Baden-Württemberg " Erdbebensicher Bauen", 6. Auflage 2008 , werden Maßnahmen zum Entwerfen und Konstruieren erdbebengerechter Bauwerke dargestellt. Die dort erläuterten einfachen Gestaltungs- und Konstruktionsprinzipien sollen sich günstig auf das Tragverhalten von Gebäuden auswirken. Es wird ausdrücklich darauf hingewiesen, dass die dort gegebenen Hinweise nicht als starre Regeln zu verstehen sind. Ziel sei es vielmehr, das grundlegende Verständnis für erbebengerechte Konstruktionen zu verbessern.In the brochure of the Ministry of Economic Affairs Baden-Württemberg " Earthquake-proof construction ", 6th edition 2008 , measures are presented for designing and constructing earthquake-resistant buildings. The simple design and construction principles explained there should have a favorable effect on the structural behavior of buildings. It is expressly pointed out that the hints given there are not to be understood as rigid rules. The aim is rather to improve the basic understanding of earthquake-resistant constructions.

Aus der Praxis und aus der Literatur sind darüber hinaus weitere Veröffentlichungen bekannt. Als Beispiele sollen hier einige Patent-Veröffentlichungen zitiert werden.In addition, further publications are known from practice and from the literature. As examples, some patent publications are cited here.

Aus der DE 10 2010 011 430 A1 ist ein Vorschlag bekannt geworden, der darauf abzielt, alle Außen- und Innenwandverkleidungen als Schalen-Wandelemente auszuführen, welche auf einer ebenen glatten Fundamentfläche in Rahmen eingestellt werden. Zur Erzielung einer hohen Wärmedämmung werden die Schalen-Wandelemente ausgeschäumt. Zum Erzielen einer hohen Standfestigkeit und Erdbebensicherheit sind im Fundament Stahlstangen vorgesehen, welche sich durch die Wände und Decken erstrecken und bis in die Dachkonstruktion reichen.From the DE 10 2010 011 430 A1 a proposal has become known which aims to make all exterior and interior wall panels as shell wall elements, which are set on a flat smooth foundation surface in frame. To achieve a high level of thermal insulation, the shell wall elements are filled with foam. To achieve a high level of stability and earthquake resistance steel rods are provided in the foundation, which extend through the walls and ceilings and reach into the roof construction.

Ein völlig anderer Vorschlag ist aus der DE 103 37 691 A1 bekannt. Dort soll ein erdbebensicheres Bauwerk durch standardisierte Bauelemente geschaffen werden, wobei durch vollständig trockene und lose Aufschichtung der genormten Bauelemente Rissbildung vermieden werden soll.A completely different proposal is from the DE 103 37 691 A1 known. There, an earthquake-resistant structure is to be created by standardized components, which should be avoided by completely dry and loose layering of the standardized components cracking.

Ein weiteres Beispiel zum erdbebensicheren Bauen wird in der DE 86 27 730 U1 gezeigt und beschrieben. Das Bauwerk wird in Trockenbauweise aus Platten erstellt, welche im Abstand voneinander angeordnet sind und einen Hohlraum zwischen sich bilden, wobei die Platten an mindestens zwei einander gegenüberliegenden Seitenkanten durch Stege miteinander verbunden sind. Es sind Stützpfeiler vorgesehen, die in Überlappungen der Platten verdeckt aufgenommen werden. In den Hohlräumen zwischen den Platten lassen sich nachträglich Isolier- und Dämmeinsätze einbringen. Für ein derartiges Bauwerk soll es wichtig sein, dass sich eine vollständige Wand in Trockenbauweise aufbauen lässt, d.h. unter Verzicht auf Mörtel, Beton bzw. Klebstoffe. Die statische Festigkeit dieser aus Platten gebildeten Bauwerke soll außerordentlich hoch sein. Die hieraus errichteten Bauten sollen weitgehend erdbebensicher sein und nur in geringem Maße einsturzgefährdet. Dazu soll auch das geringe Gewicht beitragen.Another example of earthquake - proof construction is the DE 86 27 730 U1 shown and described. The structure is constructed in a dry construction from plates, which are spaced apart from each other and form a cavity between them, wherein the plates are connected to each other at at least two opposite side edges by webs. There are provided support pillars, which are included hidden in overlaps of the plates. In the cavities between the plates can be subsequently introduce insulation and Dämmeinsätze. For such a structure, it should be important that a complete wall in dry construction can be built, ie waiving mortar, concrete or adhesives. The static strength of these structures made of plates should be extremely high. The buildings constructed from this should be largely earthquake-proof and only slightly in danger of collapse. This should also contribute to the low weight.

Aufgabe der vorliegenden Erfindung ist es, ein Bauwerk zu schaffen, welches mit ökonomisch vertretbarem Aufwand eine höhere Festigkeit aufweist, als mit den bekannten Maßnahmen des Stands der Technik.Object of the present invention is to provide a building, which has a higher strength with economically reasonable effort, as with the known measures of the prior art.

Diese Aufgabe wird durch ein Bauwerk mit den Merkmalen des Anspruchs 1 gelöst. Vorteilhafte Ausgestaltungen der Erfindung sind Gegenstand der abhängigen Ansprüche.This object is achieved by a building with the features of claim 1. Advantageous embodiments of the invention are the subject of the dependent claims.

Die besonderen Vorteile des erfindungsgemäßen Bauwerks liegen in dessen einfacher Herstellbarkeit, die keine übermäßigen Neuinvestitionen seitens des Her-stellungsbetriebs erfordern. Die Anforderungen an das Fachpersonal bleiben im bekannten Rahmen, der Energieaufwand zur Herstellung des Bauwerks wird nicht erhöht und kann gegebenenfalls sogar sinken. Nicht zuletzt wird die Standfestigkeit des Bauwerks deutlich erhöht.The particular advantages of the structure according to the invention lie in its ease of manufacture, which do not require excessive new investments on the part of the manufacturing operation. The demands on the specialist personnel remain in the known framework, the energy required to produce the building is not increased and may possibly even decrease. Last but not least, the stability of the structure is significantly increased.

Weiterhin ist ein Bauwerk vorteilhaft, wenn es aus mehreren mit Stoß zusammen gefügten Halbfertig-Bauteilen besteht, welche aus Wandplatten gebildet werden, die mit Hilfe von Verbindungs- bzw. Stabilisierungselementen beabstandet sind und im Wesentlichen in parallelen Ebenen zueinander verlaufen, deren so entstehenden Zwischenräume mit einer aushärtbaren Gießmasse befüllbar sind, und die jeweils am Stoß eine Fuge bilden, und bei dem die Verbindungs- bzw. Stabilisierungselemente von stabförmigen und/oder flächigen Abstandshaltern gebildet werden die im Wesentlichen rechtwinklig zu den Ebenen der Wandplatten verlaufen, und bei dem zumindest die Stabilisierungselemente im Bereich des Stoßes mit positionierbaren, mehrdirektionalen Bewehrungselementen zusammenwirken, wobei die mehrdirektionalen Bewehrungselemente in Ebenen verlaufen, die im Wesentlichen rechtwinklig zu den Ebenen der Wandplatten verlaufen.Furthermore, a building is advantageous if it consists of several joined together with shock semi-finished components consisting of wall panels are formed, which are spaced apart by means of connecting or stabilizing elements and extend substantially in parallel planes to each other, the interstices thus formed are filled with a curable casting composition, and each forming a joint at the junction, and in which the connection or Stabilizing elements are formed by rod-shaped and / or flat spacers which extend substantially perpendicular to the planes of the wall panels, and in which at least the stabilizing elements in the region of the joint interact with positionable, multi-directional reinforcing elements, wherein the multi-directional reinforcing elements run in planes which are substantially perpendicular to the planes of the wall panels.

Ferner ist ein Bauwerk vorteilhaft, bei dem die Stabilisierungselemente durch stabförmige und/oder flächige Verbundbauteile realisiert sind, die mit den positionierbaren mehrdirektionalen Bewehrungselementen zusammenwirken.Furthermore, a structure is advantageous in which the stabilizing elements are realized by rod-shaped and / or planar composite components, which interact with the positionable multi-directional reinforcement elements.

Darüber hinaus hat ein Bauwerk Vorteile, wenn die positionierbaren mehrdirektionalen Bewehrungselemente durch Körbe oder durch Bügel gebildet werden. Wobei es besonders günstig ist, wenn die positionierbaren mehrdirektionalen Bewehrungselemente verschiebbar und/oder kippbar angeordnet sind.In addition, a building has advantages when the positionable multi-directional reinforcing elements are formed by baskets or by brackets. Whereby it is particularly favorable if the positionable multi-directional reinforcement elements are arranged to be displaceable and / or tiltable.

Ein Bauwerk kann besonders vorteilhaft gestaltet sein, wenn die positionierbaren mehrdirektionalen Bewehrungselemente mit weiteren Bewehrungselementen zusammenwirken, wobei die weiteren Bewehrungselemente mit Stabilisierungselementen verbunden und/oder fest in den Wandplatten verankert sind.A building can be designed particularly advantageous if the positionable multidirectional reinforcing elements cooperate with other reinforcing elements, wherein the other reinforcing elements connected to stabilizing elements and / or are firmly anchored in the wall panels.

Ein Bauwerk gemäß der Erfindung ist außerordentlich standfest, wenn durch das Zusammenwirken der Stabilisierungselemente und/oder der weiteren Bewehrungselementen mit den positionierbaren mehrdirektionalen Bewehrungselementen über den Stoß hinweg eine statisch erforderliche Übergreifungslänge geschaffen wird.A building according to the invention is extremely stable when a statically required overlap length is created by the interaction of the stabilizing elements and / or the further reinforcing elements with the positionable multi-directional reinforcing elements over the impact.

Weitere Merkmale und Vorteile der Erfindung ergeben sich aus den folgenden bevorzugten Ausführungsbeispielen, die anhand der Zeichnungen näher erläutert werden.Further features and advantages of the invention will become apparent from the following preferred embodiments, which are explained in more detail with reference to the drawings.

Es zeigt:

Fig. 1
zwei mit Stoß zusammengefügte Halbfertig-Bauteile in schematisierter Darstellung,
Fig. 2
eine Variante der Halbfertig-Bauteile gemäß Fig. 1,
Fig. 3
eine weitere Variante zweier mit Stoß zusammengefügter Halbfertig-Bauteile,
Fig. 4
die Variante gemäß Fig. 3 in einer anderen Montagephase,
Fig. 5
eine zusätzliche Variante zweier mit Stoß zusammengefügter Halbfertig-Bauteile,
Fig. 6
ein Detail zweier mit Stoß an einer Ecke zusammengefügter Halbfertig-Bauteile in schematisierter Darstellung,
Fig. 7
die Variante gemäß Fig. 6 in einer anderen Montage-Phase,
Fig. 8
eine weitere Ausführungsform der Erfindung vor dem Verschieben eines Bewehrungselementes und
Fig. 9
die Ausführungsform von Fig. 8 nach dem Verschieben des Bewehrungselementes.
It shows:
Fig. 1
two semi-finished components assembled with joints in schematic representation,
Fig. 2
a variant of the semi-finished components according to Fig. 1 .
Fig. 3
Another variant of two assembled with joint semi-finished components,
Fig. 4
the variant according to Fig. 3 in another assembly phase,
Fig. 5
an additional variant of two half-finished components assembled with joints,
Fig. 6
a detail of two semi-finished components joined together with a joint at a corner, in a schematic representation,
Fig. 7
the variant according to Fig. 6 in another assembly phase,
Fig. 8
a further embodiment of the invention prior to moving a reinforcing element and
Fig. 9
the embodiment of Fig. 8 after moving the reinforcement element.

In Fig. 1 ist stark schematisiert ein Teil eines Bauwerks 1 dargestellt, welches in der dargestellten Ausführungsform aus zwei Halbfertig-Bauteilen 2 und 3 besteht, die mit einem Stoß 4 zusammengefügt sind. Ein Bauwerk im Sinne der Erfindung kann aber auch aus mehr als zwei Halbfertig-Bauteilen bestehen und neben den Halbfertig-Bauteilen auch noch anders gestaltete Bauteile aufweisen, die Fertigteile, Halbfertig-Teile oder vor Ort hergestellte Bauteile sein können. Am Stoß 4 entsteht eine Fuge 5, die im Idealfall beim fertigen Bauwerk 1 unbearbeitet bleiben kann. Die zwei Halbfertig-Bauteile 2 und 3 werden jeweils aus Wandplatten 6 und 7 gebildet, die mit Hilfe von Stabilisierungselementen 8 voneinander beabstandet sind. Die Wandplatten 6 und 7 verlaufen in zwei zueinander parallelen Ebenen und bilden so einen Zwischenraum 9, der mit aushärtbarer Gießmasse, zum Beispiel Beton, ausgegossen werden kann.In Fig. 1 is a highly schematic part of a building 1 shown, which consists in the illustrated embodiment of two semi-finished components 2 and 3, which are joined together with a shock 4. However, a building according to the invention may also consist of more than two semi-finished components and in addition to the semi-finished components also have differently shaped components that may be finished parts, semi-finished parts or locally manufactured components. At the joint 4 creates a joint 5, which can remain unprocessed in the ideal case 1 in the ideal case. The two semi-finished components 2 and 3 are each formed of wall plates 6 and 7, which are spaced apart by means of stabilizing elements 8. The wall panels 6 and 7 extend in two mutually parallel planes and thus form a gap 9, which can be filled with hardenable casting compound, for example concrete.

Die Stabilisierungselemente 8 sind z.B. als flächige Gebilde mit mäanderförmigem oder welligem Querschnitt ausgebildet. Wie in den nachfolgenden Ausführungsbeispielen gezeigt und beschrieben werden wird, sind auch andere Stabilisierungselemente, beispielsweise stabförmige Stabilisierungselemente mit Vorteil einsetzbar, sie müssen jedoch den Zweck erfüllen, die Wandplatten 6 und 7 stabil in ihrem parallelen Abstand zu fixieren und räumlich eine Positionierung von mehrdirektionalen Bewehrungselementen zu ermöglichen.The stabilizing elements 8 are formed, for example, as a flat structure with a meandering or wavy cross section. As will be shown and described in the following embodiments, other stabilizing elements, such as rod-shaped stabilizing elements are advantageously used, but they must fulfill the purpose to fix the wall plates 6 and 7 stable in their parallel distance and spatially positioning of mehrdirektionalen reinforcement elements enable.

Der Begriff "mehrdirektionale" Bewehrungselemente wird definitionsgemäß beim vorliegenden Gegenstand der Erfindung gebraucht, um klar zu stellen, dass sich die Bewehrungselemente in mehrere (mindestens zwei) Richtungen ausdehnen. Dieser Begriff soll die so bezeichneten Gegenstände gegenüber dem gebräuchlichen Begriff "mehrdimensional" unterscheiden, weil jeder in der Baupraxis verwendete Gegenstand, physikalisch betrachtet, "mehrdimensional" ist. Ein einfacher Stab ist zwangsläufig "mehrdimensional", weil er als physikalischer Körper "mehrdimensional" ist, aber er erstreckt sich in nur eine Richtung, er ist also per Definition "eindirektional". Die erfindungsgemäß eingesetzten "mehrdirektionalen" Bewehrungselemente dehnen sich also definitionsgemäß in mehrere Direktionen (Richtungen) aus.By definition, the term "multi-directional" reinforcing elements is used in the present subject matter of the invention to make it clear that the reinforcing elements expand in several (at least two) directions. This term is intended to distinguish the objects so designated from the common term "multi-dimensional" because every object used in construction practice is, physically considered, "multi-dimensional". A simple rod is inevitably "multidimensional," because as a physical body it is "multidimensional," but it extends in one direction only, so by definition it is "unidirectional." By definition, the "multi-directional" reinforcing elements used according to the invention expand into a plurality of directions (directions).

In dem Zwischenraum 9 befinden sich mehrdirektionale Bewehrungselemente in Form von Körben 10 die als vorgefertigte Baugruppen in dem Zwischenraum 9 längsverschiebbar angeordnet sind. Dabei gleiten sie auf den flächigen, wellenförmigen Stabilisierungselementen 8, durch die sie in ihrer Lage innerhalb der Zwischenräume 9 bis auf ihre horizontale Verschiebbarkeit weitgehend festgelegt sind. Nach dem Aufstellen der Halbfertig-Bauteile 2 und 3 auf der Baustelle werden die Körbe 10 in Längsrichtung soweit verschoben, dass sie im Bereich des Stoßes 4 die Fuge 5 überspannen und eine zur Standfestigkeit des Bauwerks 1 erforderliche hinreichende Übergreifungslänge Ü schaffen. Wenn sich die Körbe 10 in ihrer bestimmungsgemäßen Lage bzw. Position befinden, kann der Zwischenraum 9 mit Ortbeton ausgegossen werden. Es versteht sich, dass an Stelle von Ortbeton auch jede andere aushärtende Masse in die Zwischenräume 9 eingefüllt werden kann.In the space 9 are multi-directional reinforcing elements in the form of baskets 10 which are arranged as prefabricated assemblies in the space 9 longitudinally displaceable. They slide on the flat, wave-shaped stabilizing elements 8, by which they are largely fixed in their position within the interstices 9 to their horizontal displaceability. After setting up the semi-finished components 2 and 3 on the site, the baskets 10 are shifted in the longitudinal direction so far that they span the joint 5 in the area of the joint 4 and create a sufficient Übergreifungslänge Ü required for the stability of the structure 1. When the baskets 10 are in their intended position or position, the gap 9 can be poured with in-situ concrete. It is understood that instead of in-situ concrete any other hardening mass can be filled in the interspaces 9.

In Fig. 2 ist eine Ausführungsform der Erfindung gezeigt, die eine Variante der Ausführungsform gemäß Fig. 1 darstellt. Bei den auf der Baustelle zusammengefügten Halbfertig-Bauteilen 2 und 3 werden im Bereich des Stoßes 4 dreidirektionale Körbe 10 schräg in die Zwischenräume 9 der Wandplatten 6 und 7 eingeschoben. In den Zwischenräumen 9 der Wandplatten 6 und 7 sind die Stabilisierungselemente 8 so angeordnet, dass sich Freiräume zum Einschieben der dreidirektionalen Körbe 10 ergeben. Der schräge Einschub der Körbe 10 kann manuell oder maschinell - also aktiv - erfolgen, es kann aber auch die Schwerkraft genutzt werden, mit deren Hilfe die Körbe 10 in ihre Endlage hinein gleiten. Die Endlage eines Korbes 10 ist erreicht, wenn er nicht weiter in den Zwischenraum 9 zwischen den Wandplatten 6 und 7 hineingeschoben werden oder hinein gleiten kann. In Fig. 2 nimmt der untere Korb 10 eine solche Endlage ein. In dieser Position ist die erforderliche Übergreifungslänge über dem Stoß 4 erreicht und die aushärtbare Gießmasse kann eingefüllt werden. Der darüber angeordnete Korb 10 hat seine Endlage noch nicht erreicht.In Fig. 2 an embodiment of the invention is shown, which is a variant of the embodiment according to Fig. 1 represents. When assembled at the site semi-finished components 2 and 3 4 three-directional baskets 10 are slid obliquely into the interstices 9 of the wall panels 6 and 7 in the area of the impact. In the interstices 9 of the wall panels 6 and 7, the stabilizing elements 8 are arranged so that open spaces for insertion of the three-directional baskets 10 result. The oblique insertion of the baskets 10 can be done manually or mechanically - ie actively - but it can also be used gravity, with their Help the baskets 10 slide into their final position. The end position of a basket 10 is reached when it can not be pushed further into the gap 9 between the wall plates 6 and 7 or slide into it. In Fig. 2 the lower basket 10 assumes such an end position. In this position, the required overlap length is achieved over the shock 4 and the curable casting material can be filled. The arranged above basket 10 has not yet reached its final position.

In Fig. 3 ist eine weitere Variante der Erfindung dargestellt. Die zusammengefügten Halbfertig-Bauteile 2 und 3 entsprechen im Wesentlichen denen, die bereits zu den Fig. 1 und 2 beschrieben wurden. In einem der Halbfertig-Bauteile 2 sind den Stabilisierungselementen 8 mehrdirektionale Bewehrungselemente in Form von zweidirektionalen Bügeln 11 fest zugeordnet, wobei die Bügel 11 in zwei Richtungen eine Ebene aufspannen, die rechtwinklig zu den Ebenen verläuft, in denen die Wandplatten 6 und 7 verlaufen. Die Bügel 11 und 12 werden aus diesem Grund als zweidirektionale Bewehrungselemente bezeichnet, wohingegen die vorbeschriebenen Körbe 10 sich in einer weiteren Direktion erstrecken und deshalb als dreidirektionale Bewehrungselemente bezeichnet werden. Die zweidirektionalen Bügel 11 wirken mit den Stabilisierungselementen 8 zusammen und sind bevorzugt an diesen befestigt. Weitere zweidirektionale Bewehrungselemente in Form von positionierbaren Bügeln 12 werden in den Zwischenraum 9 des anderen Halbfertig-Bauteils 3 eingebracht und dort in Richtung des ersten Halbfertig-Bauteils 2 derart verschoben und gegebenenfalls gekippt, bis die positionierbaren Bügel 12 mit den starren Bügeln 11 im anderen Halbfertig-Bauteil 2 zusammenwirken und auf diese Weise die erforderliche Übergreifungslänge Ü erzeugen.In Fig. 3 is shown a further variant of the invention. The assembled semi-finished components 2 and 3 substantially correspond to those already known to the Fig. 1 and 2 have been described. In one of the semi-finished components 2, the stabilizing elements 8 are assigned permanently to multi-directional reinforcing elements in the form of bidirectional brackets 11, the brackets 11 spanning in two directions a plane perpendicular to the planes in which the wall panels 6 and 7 extend. For this reason, the brackets 11 and 12 are referred to as two-directional reinforcing elements, whereas the baskets 10 described above extend in a further direction and are therefore referred to as three-directional reinforcing elements. The two-directional stirrups 11 cooperate with the stabilizing elements 8 and are preferably fastened to them. More bidirectional reinforcing elements in the form of positionable brackets 12 are introduced into the space 9 of the other semi-finished component 3 and there shifted in the direction of the first semi-finished component 2 and optionally tilted until the positionable bracket 12 with the rigid brackets 11 in the other half finished Component 2 cooperate and produce in this way the required overlap length Ü.

In Fig. 4 ist die Endposition der auf die vorbeschriebene Weise positionierten Bügel 12 innerhalb des Zwischenraums 9 veranschaulicht. Die positionierbaren Bügel 12 und die mit den Stabilisierungselementen 8 verbundenen Bügel 11 liegen mit einer vorbestimmten Überdeckung aneinander. In dieser Lage zueinander sind sie mit Splinten 13 fixiert, welche im Bereich des Stoßes 4 innerhalb des Zwischenraums 9 angeordnet werden und zur Bewehrung mit den Bügeln 11 und 12 zusammenwirken.In Fig. 4 is the end position of the positioned in the manner described above bracket 12 within the gap 9 illustrated. The positionable bracket 12 and connected to the stabilizing elements 8 bracket 11 are with a predetermined overlap each other. In this position, they are fixed with split pins 13, which are arranged in the region of the joint 4 within the intermediate space 9 and cooperate for reinforcement with the brackets 11 and 12.

In Fig. 5 wird eine weitere Variante des erfindungsgemäßen Gegenstands dargestellt. In Analogie zum Beispiel aus Fig. 4 sind starr montierte Bügel 11 und positionierbare Bügel 12 gezeigt. Die Besonderheit des aktuellen Ausführungsbeispiels liegt darin, dass die starr montierten Bügel 11 bereits bei der Herstellung des Halbfertig-Bauteils 2 zusammen mit den Stabilisierungselementen 8 in die Wandplatten 6 und 7 eingegossen wurden. Sie sind daher "unsichtbar" was durch die gestrichelte Darstellung in der linken Figurenhälfte veranschaulicht werden soll. Im Falle der ausgebrochen dargestellten Wandplatte 7 sind die Bügel 11 schematisch sichtbar. Die positionierbaren Bügel 12 sind in der gleichen Weise in den Zwischenraum 9 eingebracht wie zu den Ausführungsbeispielen aus den Fig. 3 und 4 bereits erläutert wurde. Splinte 13 stellen auch in dieser Variante der Erfindung die bewehrungstechnische Verbindung beider Bügelarten sicher, sodass im Bereich des Stoßes 4 eine ausreichende Bewehrung und Übergreifungslänge Ü gewährleistet ist.In Fig. 5 is another variant of the subject invention shown. In analogy to the example from Fig. 4 rigidly mounted bracket 11 and positionable bracket 12 are shown. The peculiarity of the current embodiment is that the rigidly mounted bracket 11 were already cast in the manufacture of the semi-finished component 2 together with the stabilizing elements 8 in the wall panels 6 and 7. They are therefore "invisible" which is to be illustrated by the dashed representation in the left half of the figure. In the case of broken wall plate 7 shown, the bracket 11 are schematically visible. The positionable bracket 12 are introduced in the same manner in the gap 9 as to the embodiments of the Fig. 3 and 4 has already been explained. Cotter pins 13 also provide in this variant of the invention the reinforcement connection of both types of brackets, so that a sufficient reinforcement and overlapping length Ü is ensured in the region of the joint 4.

Fig. 6 veranschaulicht ein Detail eines Bauwerks 1, bei dem eine Ecke des Bauwerks 1 dargestellt ist. Zwei Halbfertig-Bauteile 2 und 3 sind auf der Baustelle zu einer Eckverbindung zusammengefügt worden. Die Halbfertig-Bauteile 2 und 3 sind in bekannter Weise durch jeweils zwei Wandplatten 6 und 7 entstanden. Die parallel zueinander ausgerichteten Wandplatten 6 und 7 sind durch Stabilisierungselemente 8 miteinander verbunden. Dabei können auch hier die flächigen, wellenförmigen Stabilisierungselemente 8 durch stabförmige Stabilisierungselemente 14 gebildet sein. Bei der hier gezeigten Ecke wird die zur Standsicherheit erforderliche Übergreifungslänge mit Hilfe von positionierbaren Bügeln 12 im Zwischenraum 9 der Halbfertig-Bauteile 2 und 3 erzeugt. In jedem der Halbfertig-Bauteile 2 und 3 werden die positionierbaren Bügel 12 durch Einstecken und Kippen in dem Bereich Stoßes 4 der Ecke zur Überlappung gebracht und können mit Hilfe von Splinten 13 fixiert werden, wie es in Fig. 7 - die eine fortgeschrittene Montagephase zeigt - dargestellt ist. Fig. 6 illustrates a detail of a building 1, in which a corner of the building 1 is shown. Two semi-finished components 2 and 3 have been assembled on the construction site to form a corner joint. The semi-finished components 2 and 3 are formed in a known manner by two wall plates 6 and 7 respectively. The mutually parallel wall plates 6 and 7 are connected to each other by stabilizing elements 8. Here, too, the flat, wave-shaped stabilizing elements 8 can be formed by rod-shaped stabilizing elements 14. In the corner shown here, the overlapping length required for stability is generated by means of positionable brackets 12 in the intermediate space 9 of the semi-finished components 2 and 3. In each of the semi-finished components 2 and 3, the positionable stirrups 12 are overlapped by being inserted and tilted in the area of impact 4 of the corner and can be fixed by means of splints 13, as shown in FIG Fig. 7 - which shows an advanced assembly phase - is shown.

In den Fig. 8 und 9 ist eine weitere Ausführungsform der Erfindung dargestellt, bei der ein dreidirektionaler Korb als Bewehrungselement verwendet wird, der aus horizontalen Bügeln 16 und vertikalen Stäben 17 hergestellt ist. Nachdem der Korb 15 wie in Fig. 8 dargestellt in den Halbfertig-Bauteil 3 eingesetzt wurde, wird von oben in Richtung des Pfeiles 19 ein Schwert 18 mit seiner Spitze voran zwischen die Stabilisierungselemente 8 und die horizontalen Bügel 16 geschoben, wodurch der Korb 15 in Richtung des Pfeils 20 nach links verschoben wird, bis die Bügel 16 des Korbes 15 die Bügel 11 des anderen Halbfertig-Bauteils 2 um die gewünschte Übergreifungslänge Ü übergreifen.In the 8 and 9 Another embodiment of the invention is shown, in which a three-directional basket is used as a reinforcing element, which is made of horizontal brackets 16 and vertical bars 17. After the basket 15 as in Fig. 8 shown in the semi-finished component 3 is inserted from the top in the direction of arrow 19 a sword 18 with its tip ahead between the stabilizing elements 8 and the horizontal bracket 16, whereby the basket 15 is moved in the direction of the arrow 20 to the left until the bracket 16 of the basket 15, the bracket 11 of the other semi-finished component 2 overlap to the desired overlap length Ü.

In den beschriebenen Ausführungsformen wurden als Stabilisierungselemente immer platten- bzw. wellenförmige Formen dargestellt und beschrieben. Die Stabilisierungselemente können aber auch andere Formen, z.B. eine Stangenform, aufweisen bzw. können unterschiedlichen Formen von Stabilisierungselementen gemischt oder gruppenweise angeordnet verwendet werden.In the embodiments described, plate-like or wave-shaped shapes have always been represented and described as stabilizing elements. However, the stabilizing elements can also have other shapes, for example a rod shape, or can be used in different forms of stabilizing elements or arranged in groups.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

11
Bauwerkbuilding
22
Halbfertig-BauteilSemi-finished component
33
Halbfertig-BauteilSemi-finished component
44
Stoßshock
55
FugeGap
66
Wandplattewall plate
77
Wandplattewall plate
88th
flächige Stabilisierungselementeplanar stabilization elements
99
Zwischenraumgap
1010
Körbebaskets
1111
Bügelhanger
1212
positionierbare Bügelpositionable stirrups
1313
Splintecotter pins
1414
stabförmige Stabilisierungselementerod-shaped stabilizing elements
1515
Korbbasket
1616
horizontale Bügelhorizontal straps
1717
vertikale Bügelvertical bars
1818
Schwertsword
1919
Pfeilarrow
2020
Pfeilarrow

Claims (8)

Bauwerk (1), bestehend aus zwei oder mehreren mit Stoß (4) zusammen gefügten Halbfertig-Bauteilen (2, 3), welche aus Wandplatten (6, 7) gebildet werden, die mit Hilfe von stabförmigen und/oder flächigen Stabilisierungselementen (8), die im Wesentlichen rechtwinklig zu den Ebenen der Wandplatten (6, 7) verlaufen, beabstandet sind und im Wesentlichen in parallelen Ebenen zueinander verlaufen, und die jeweils am Stoß (4) eine Fuge (5) bilden, wobei die Zwischenräume (9) zwischen den Wandplatten (6, 7) mit einer aushärtbaren Masse befüllbar sind, dadurch gekennzeichnet, dass Stabilisierungselemente (8, 14) im Bereich des Stoßes (4) mit positionierbaren mehrdirektionalen Bewehrungselementen (10, 12, 15) zusammenwirken.Building (1) consisting of two or more half-finished components (2, 3) joined together with joints (4), which are formed from wall panels (6, 7) which are stabilized by means of rod-shaped and / or planar stabilizing elements (8). which are substantially perpendicular to the planes of the wall plates (6, 7), spaced and substantially in parallel planes to each other, and each at the joint (4) form a joint (5), wherein the intermediate spaces (9) between the wall panels (6, 7) are filled with a curable composition, characterized in that stabilizing elements (8, 14) in the region of the joint (4) with positionable multi-directional reinforcing elements (10, 12, 15) cooperate. Bauwerk nach Anspruch 1, dadurch gekennzeichnet, dass die mehrdirektionalen Bewehrungselemente (10, 12, 15) in Ebenen verlaufen, die im Wesentlichen rechtwinklig zu den Ebenen der Wandplatten (6, 7) verlaufen.Structure according to claim 1, characterized in that the multi-directional reinforcing elements (10, 12, 15) extend in planes substantially perpendicular to the planes of the wall panels (6, 7). Bauwerk nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Stabilisierungselemente (8, 14) durch stabförmige und/oder flächige Verbundbauteile realisiert sind, die mit den positionierbaren, mehrdirektionalen Bewehrungselementen (10, 12, 15) zusammenwirken.Building according to claim 1 or 2, characterized in that the stabilizing elements (8, 14) are realized by rod-shaped and / or planar composite components which cooperate with the positionable, multi-directional reinforcing elements (10, 12, 15). Bauwerk nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die positionierbaren mehrdirektionalen Bewehrungselemente (10, 15) dreidirektionale Körbe sind.Structure according to one of claims 1 to 3, characterized in that the positionable multi-directional reinforcing elements (10, 15) are three-directional baskets. Bauwerk nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die positionierbaren mehrdirektionalen Bewehrungselemente (12) zweidirektionale Bügel sind.Building according to one of claims 1 to 3, characterized in that the positionable multi-directional reinforcing elements (12) are two-directional brackets. Bauwerk nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass die positionierbaren mehrdirektionalen Bewehrungselemente (10, 12, 15) verschiebbar und/oder kippbar angeordnet sind.Building according to one of claims 1 to 5, characterized in that the positionable multi-directional reinforcing elements (10, 12, 15) are arranged displaceably and / or tiltably. Bauwerk nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass die positionierbaren mehrdirektionalen Bewehrungselemente (10, 12, 15) mit weiteren Bewehrungselementen (11) zusammenwirken, und dass die weiteren Bewehrungselement (11) mit Stabilisierungselementen (8) verbunden und/oder fest in den Wandplatten (6, 7) verankert sind.Building according to one of claims 1 to 6, characterized in that the positionable multi-directional reinforcing elements (10, 12, 15) cooperate with further reinforcing elements (11), and that the further reinforcing elements (11) are connected to stabilizing elements (8) and / or firmly anchored in the wall plates (6, 7). Bauwerk nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass die Stabilisierungselemente (8, 14) und/oder die weiteren Bewehrungselemente (11) mit den positionierbaren mehrdirektionalen Bewehrungselementen (10, 12, 15) über den Stoß (4) hinweg eine statisch erforderliche Übergreifungslänge (Ü) bilden.Building according to one of claims 1 to 7, characterized in that the stabilizing elements (8, 14) and / or the further reinforcing elements (11) with the positionable multi-directional reinforcing elements (10, 12, 15) over the shock (4) away a static form required overlap length (Ü).
EP14450015.4A 2013-04-15 2014-04-14 Wallelement consisting of prefabricated elements Active EP2792805B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATA308/2013A AT514300B1 (en) 2013-04-15 2013-04-15 building

Publications (2)

Publication Number Publication Date
EP2792805A1 true EP2792805A1 (en) 2014-10-22
EP2792805B1 EP2792805B1 (en) 2019-09-18

Family

ID=50549275

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14450015.4A Active EP2792805B1 (en) 2013-04-15 2014-04-14 Wallelement consisting of prefabricated elements

Country Status (2)

Country Link
EP (1) EP2792805B1 (en)
AT (1) AT514300B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2526533A (en) * 2014-05-09 2015-12-02 Charcon Ltd Method and apparatus for rebar tying

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11248383B2 (en) 2018-09-21 2022-02-15 Cooper E. Stewart Insulating concrete form apparatus
EP4253693A1 (en) 2022-03-29 2023-10-04 Georg Weidner Spacer

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1146179A2 (en) * 2000-04-10 2001-10-17 Angelo Candiracci Pre-armed formwork building panel
US20050155306A1 (en) * 2004-01-21 2005-07-21 Jeffrey Childres Joining clip for insulated concrete forms
DE102007014366A1 (en) * 2007-03-26 2008-10-02 Gerhard Maier Reinforcement device for prefabricated parts
EP2410100A1 (en) * 2010-07-19 2012-01-25 Fehr Integral formwork wall with connecting reinforcement
EP2495375A1 (en) * 2011-03-02 2012-09-05 H&H Technologies Integral formwork wall with pivotable mobile connecting element

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29902384U1 (en) * 1999-02-11 2000-07-20 Rojek Richard Reinforcement device
FR2942824B1 (en) * 2009-03-09 2016-07-01 Fehr INTEGRATED FORMWORK WALL WITH CONNECTION FRAME
CN201649354U (en) * 2009-12-18 2010-11-24 安徽建筑工业学院 Anti-seismic laminated plate type shear wall with I-shaped connecting component
FR2965829B1 (en) * 2010-10-07 2012-10-12 Fehr Groupe WALL WITH LOST FORMWORK WITH CONNECTING CABLE.

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1146179A2 (en) * 2000-04-10 2001-10-17 Angelo Candiracci Pre-armed formwork building panel
US20050155306A1 (en) * 2004-01-21 2005-07-21 Jeffrey Childres Joining clip for insulated concrete forms
DE102007014366A1 (en) * 2007-03-26 2008-10-02 Gerhard Maier Reinforcement device for prefabricated parts
EP2410100A1 (en) * 2010-07-19 2012-01-25 Fehr Integral formwork wall with connecting reinforcement
EP2495375A1 (en) * 2011-03-02 2012-09-05 H&H Technologies Integral formwork wall with pivotable mobile connecting element

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2526533A (en) * 2014-05-09 2015-12-02 Charcon Ltd Method and apparatus for rebar tying

Also Published As

Publication number Publication date
AT514300B1 (en) 2015-10-15
AT514300A1 (en) 2014-11-15
EP2792805B1 (en) 2019-09-18

Similar Documents

Publication Publication Date Title
WO2007068267A1 (en) Wooden building element for constructing the walls of a building
DE60314459T2 (en) CONSTRUCTION ELEMENT FOR CABINET CONSTRUCTION
EP2792805B1 (en) Wallelement consisting of prefabricated elements
DE102012217689A1 (en) Wall formwork and wall formwork system
EP1783293B1 (en) Reinforced insulating body for a prefabricated insulated wall element and wall element and method of manufacture
EP2816168B1 (en) Cladding stone for connection with a concrete ceiling
EP3363968A1 (en) Earthquake-proof connection of a bracing structure to a frame structure
EP3299524B1 (en) Wall made of prefabricated products and method for manufacturing the same
EP2276898B1 (en) Prefabricated component with stabilization device
EP1959069B1 (en) Reinforced fill-dam body for a unilaterally thermally insulated prefabricated wall section and prefabricated wall section and method for its production
DE877488C (en) Process for the production of double-shell walls from building boards and building board, in particular lightweight building board, for this purpose
WO2004072398A1 (en) Lost casing body
DE2020381C3 (en) Cooling tower with a spatial supporting structure comprising several floors
EP2937481B1 (en) Thermally insulating component
DE102020117356B3 (en) Set of elements for the production of a strip foundation with at least one foundation corner and method for the production of formwork for a strip foundation with at least one foundation corner
EP1767715A2 (en) A glass brick wall
DE102017120254A1 (en) Angle element and reveal panel with an angle element
AT515973B1 (en) Earthquake stirrups
DE2351786A1 (en) STRUCTURE AND METHOD FOR MANUFACTURING IT
EP3153635B1 (en) Thermally insulating component
WO2020254255A1 (en) Wall system
EP2175079A2 (en) Method for forming a rigid corner reinforcement for reinforced concrete construction, reinforcement element and rigid corner reinforcement
DE2142188A1 (en) Process for the production of shell structures and wall components for such structures
DE1129674B (en) Reinforced concrete cooling tower, the shell of which consists essentially of prefabricated parts
DE102016120047A1 (en) Device and method for the integral production of a three side elements and a floor element and / or a ceiling element having room module

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20140414

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

R17P Request for examination filed (corrected)

Effective date: 20150422

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20180313

REG Reference to a national code

Ref country code: DE

Ref legal event code: R079

Ref document number: 502014012666

Country of ref document: DE

Free format text: PREVIOUS MAIN CLASS: E04B0002860000

Ipc: E04C0005160000

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

RIC1 Information provided on ipc code assigned before grant

Ipc: E04C 5/16 20060101AFI20190328BHEP

Ipc: E04B 2/86 20060101ALI20190328BHEP

INTG Intention to grant announced

Effective date: 20190415

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502014012666

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOVARD AG PATENT- UND MARKENANWAELTE, CH

Ref country code: AT

Ref legal event code: REF

Ref document number: 1181470

Country of ref document: AT

Kind code of ref document: T

Effective date: 20191015

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20190918

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20191218

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20191218

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20191219

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200120

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200224

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502014012666

Country of ref document: DE

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG2D Information on lapse in contracting state deleted

Ref country code: IS

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200119

26N No opposition filed

Effective date: 20200619

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502014012666

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200414

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200430

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200430

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20201103

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20200430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200430

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20200414

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200414

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200414

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 1181470

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200414

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200414

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200414

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190918

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230517

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20230424

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: TR

Payment date: 20230413

Year of fee payment: 10