EP2601358B1 - Method for producing prefabricated structural parts - Google Patents

Method for producing prefabricated structural parts Download PDF

Info

Publication number
EP2601358B1
EP2601358B1 EP11810986.7A EP11810986A EP2601358B1 EP 2601358 B1 EP2601358 B1 EP 2601358B1 EP 11810986 A EP11810986 A EP 11810986A EP 2601358 B1 EP2601358 B1 EP 2601358B1
Authority
EP
European Patent Office
Prior art keywords
plates
double
built
portions
wall
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.)
Active
Application number
EP11810986.7A
Other languages
German (de)
French (fr)
Other versions
EP2601358A2 (en
Inventor
Alfred Redlberger
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP2601358A2 publication Critical patent/EP2601358A2/en
Application granted granted Critical
Publication of EP2601358B1 publication Critical patent/EP2601358B1/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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8688—Scaffoldings or removable supports therefor

Definitions

  • the invention relates to a method for the production of precast components according to the preamble of claim 1.
  • the components When using such components for the construction of buildings, the components are placed at the site on previously prepared floor panels or on finished building ceilings and poured the space between the plates of the double-wall precast components with hardening plastic mass.
  • the aim of the invention is to avoid these disadvantages and to propose a method of the type mentioned, whereby finished part components can be produced, which have no Schwarze between bottom plate and wall plate, which allows a precise production of the bottom plate, with no significant previous work to produce the bottom plate are required, and wherein a simple assembly of the manufactured components is made possible at the construction site and thus the cost of building a prefabricated building significantly reduced and the quality of execution is significantly increased.
  • the machining of the fitting sections takes place after installation of the built-in parts in the plates or double-wall plates takes place under controlled workshop conditions to ensure a corresponding precision of the fitting sections. After all machinable mating sections have been aligned with respect to the deviations of their position in relation to the intended dimensions of the plates, the plates or double wall plates can be assembled during assembly with particularly low tolerances.
  • the plates are measured by laser and processed the passport portions of the mounting parts according to schedule with a computer-controlled machine tool.
  • a very high degree of accuracy can be achieved.
  • point foundations 1 are arranged on a substrate 2.
  • Height-adjustable built-in parts 3, 4 are supported on these point foundations 1, which are connected to a prefabricated component 5 designed as a base plate. These are expediently inserted into a reusable formwork for the production of prefabricated components 5.
  • the precast components 5, which serve as floor plates can be aligned horizontally.
  • the built-in parts 3 further have fitting sections 8, which are made of plastic and overlap a rim of an opening 9 and are preferably sprayed onto the mounting part 3 as blanks.
  • the fitting sections 8 After the measurement and processing of the fitting sections 8 for aligning the position with respect to the plates, the fitting sections 8 have substantially cone-shaped mating surfaces. The interact with corresponding counterparts mating surfaces of other passport portions 10, or intervene in this.
  • the fitting sections 10 are held in mounting parts 11, which connect two plates 12, 13 of a wall or double-wall prefabricated component 14 with each other.
  • adjustable supports 18 and beams 19 are used to support further prefabricated components 5 'and to be able to align horizontally accordingly.
  • the precast components 5 ' are connected to the double-wall prefabricated components 14.
  • In-situ concrete or screed can be applied to the prefabricated component 5 'serving as a ceiling.
  • anchoring elements 6 are anchored in these installed parts 20, 20'.
  • the fitting sections 8, 10 are provided for adjustment with cone-shaped mating surfaces 25.
  • the plate 12 of serving as a wall element double-wall prefabricated component 14 essentially protrudes beyond the mounting parts 3 and only just before the punctual foundation 1 and the substrate 2. This results in only correspondingly small gaps before pouring the components 14 can be easily sealed with hardening plastic material.
  • the pass portions 8, 10, 21, 23 are, as already mentioned as blanks sprayed onto the mounting parts, wherein the blanks of edges of openings 9 of the mounting parts 3, 11, 11 ', 20, 20' overlap on both sides. These blanks are measured and machined with respect to the intended dimensions of the plates in the manufacture of prefabricated components in relation to their intended position, so that components arise, which can be connected together in the intended order.
  • the floor panels with the adjustment in your position can then be connected to the first component by means of the built-in components including passport sections and screws and are thereby forced into the correct position. This reduces the installation effort at the construction site very considerably.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Sewage (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Finishing Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

Technisches GebietTechnical area

Die Erfindung betrifft ein Verfahren zur Herstellung von Fertigteilbauteilen nach dem Oberbegriff des Anspruches 1.The invention relates to a method for the production of precast components according to the preamble of claim 1.

Stand der TechnikState of the art

Bei bekannten derartigen Verfahren wird eine erhärtende plastische Masse in wiederverwendbare Schalungen gegossen und erhärten gelassen. Zur Herstellung von Doppelwand-Fertigteilbauteilen werden zwei solcher Platten über Bewehrungen, miteinander verbunden.In known such processes, a hardening plastic mass is poured into reusable formwork and allowed to harden. For the production of double-wall precast components, two such plates are connected to each other via reinforcements.

Bei der Verwendung solcher Bauteile zur Errichtung von Gebäuden werden die Bauteile an der Baustelle auf zuvor hergestellte Bodenplatten oder auf fertige Gebäudedecken aufgestellt und der Zwischenraum zwischen den Platten der Doppelwand-Fertigteilbauteile mit erhärtender plastischer Masse ausgegossen.When using such components for the construction of buildings, the components are placed at the site on previously prepared floor panels or on finished building ceilings and poured the space between the plates of the double-wall precast components with hardening plastic mass.

Die Herstellung der Bodenplatte erfordert vorausgehende sehr aufwendige Arbeitsschritte. Ferner ist es nur sehr schwer möglich eine präzise Bodenplatte herzustellen. Zusätzlich besteht das Problem, wenn wasserdichte Gebäudeteile erforderlich sind, dass durch die Arbeitsfuge zwischen Bodenplatte und Wandplatte Wasser eindringen kann.The preparation of the bottom plate requires previous very complex steps. Furthermore, it is very difficult to produce a precise bottom plate. In addition, there is the problem, if waterproof building parts are required that can penetrate through the working joint between the bottom plate and wall plate water.

Auch ergibt sich der Nachteil, dass das Ausrichten der Bauteile an der Baustelle einen sehr erheblichen Aufwand bedeutet und auch ein entsprechender Aufwand zur Abstützung der Bauteile erforderlich ist, um diese in der gewünschten Lage zu halten. Dies erfordert mehrere Arbeitskräfte und einen entsprechenden Zeiteinsatz, was höhere Errichtungskosten bedeutet. Z.B Dokument WO 2006 049563 A1 offenbart ein Fertigbauteil welches ein Ansrichten an der Baustelle erfordert.Also, there is the disadvantage that the alignment of the components at the construction site means a very considerable effort and a corresponding effort to support the components is required to keep them in the desired position. This requires several workers and a corresponding time commitment, which means higher construction costs. Eg document WO 2006 049563 A1 discloses a prefabricated component which requires an erection at the construction site.

Darstellung der ErfindungPresentation of the invention

Ziel der Erfindung ist es, diese Nachteile zu vermeiden und ein Verfahren der eingangs erwähnten Art vorzuschlagen, wodurch Fertigteilbauteile herstellbar sind, die keine Arbeitsfuge zwischen Bodenplatte und Wandplatte aufweisen, die eine präzise Herstellung der Bodenplatte ermöglicht, wobei keine wesentlichen vorausgehenden Arbeiten zur Herstellung der Bodenplatte erforderlich sind, und wobei die eine einfache Montage der hergestellten Bauteile an der Baustelle ermöglicht wird und damit die Kosten des Errichtens eines Fertigteilgebäudes wesentlich gesenkt werden und die Ausführungsqualität wesentlich gesteigert wird.The aim of the invention is to avoid these disadvantages and to propose a method of the type mentioned, whereby finished part components can be produced, which have no Arbeitsfuge between bottom plate and wall plate, which allows a precise production of the bottom plate, with no significant previous work to produce the bottom plate are required, and wherein a simple assembly of the manufactured components is made possible at the construction site and thus the cost of building a prefabricated building significantly reduced and the quality of execution is significantly increased.

Erfindungsgemäß wird dies bei einem Verfahren der eingangs erwähnten Art durch die kennzeichnenden Merkmale des Anspruches 1 erreicht.According to the invention this is achieved in a method of the type mentioned by the characterizing features of claim 1.

Die Bearbeitung der Passabschnitte erfolgt nach dem Einbau der Einbauteile in die Platten oder Doppelwandplatten erfolgt unter kontrollierten Werkstattbedingungen, um eine entsprechend Präzision der Passabschnitte sicherzustellen. Nachdem alle bearbeitbaren Passabschnitte hinsichtlich der Abweichungen Ihrer Lage in Bezug auf die vorgesehenen Abmessungen der Platten angeglichen wurden, können die Platten oder Doppelwandplatten bei der Montage mit besonders geringen Toleranzen zusammengefügt werden.The machining of the fitting sections takes place after installation of the built-in parts in the plates or double-wall plates takes place under controlled workshop conditions to ensure a corresponding precision of the fitting sections. After all machinable mating sections have been aligned with respect to the deviations of their position in relation to the intended dimensions of the plates, the plates or double wall plates can be assembled during assembly with particularly low tolerances.

Zweckmäßigerweise werden die Platten mittels Laser vermessen und die Passabschnitte der Einbauteile mit einer computergesteuerten Werkzeugmaschine plangemäß bearbeitet. Damit kann ein sehr hohes Maß an Genauigkeit erreicht werden.Conveniently, the plates are measured by laser and processed the passport portions of the mounting parts according to schedule with a computer-controlled machine tool. Thus, a very high degree of accuracy can be achieved.

Beim Aufstellen werden die Fertigteilbauteile über die Passabschnitte der entsprechenden Einbauteile miteinander in Kontakt gebracht, wodurch die Platten automatisch in die richtige Lage justiert, anschließend mittels Schrauben miteinander verbunden und damit in dieser Lage gesichert werden, wobei die einzelnen Bauteile nicht mehr jedes für sich eingerichtet werden müssen. Nach dem Fixieren der Bauteile müssen diese, wie beim Stand der Technik, nur mehr mit erhärtender plastischer Masse ausgegossen werden.When setting up the precast components are brought through the mating sections of the corresponding fixtures with each other, whereby the plates automatically adjusted to the correct position, then connected by screws together and thus secured in this position, the individual components are not each set up for themselves have to. After fixing the components they must be poured, as in the prior art, only with hardening plastic mass.

Um eine leichte und rasche Bearbeitbarkeit der Passabschnitte zu erreichen, ist es vorteilhaft die Merkmale des Anspruches 2 vorzusehen.In order to achieve a quick and easy machinability of the passport sections, it is advantageous to provide the features of claim 2.

Um eine einfache Festlegung der gegenseitigen Lage der Fertigteilbauteile zueinander zu erreichen, ist es vorteilhaft die Merkmale des Anspruches 3 vorzusehen.In order to achieve a simple determination of the mutual position of the precast components to each other, it is advantageous to provide the features of claim 3.

Kurze Beschreibung der ZeichnungenBrief description of the drawings

Die Erfindung wird nun anhand der Zeichnung näher erläutert, dabei zeigen:

  • Fig. 1 schematisch einen Teil eines mit erfindungsgemäßen Fertigteilbauteilen im Aufbau begriffenen Gebäudes,
  • Fig. 2 schematisch die Verbindung zweier Bodenplatten von oben,
  • Fig. 3 schematisch die Verbindung einer Bodenplatte mit einem als Wand vorgesehenen Fertigteilbauteil,
  • Fig. 4 schematisch die Verbindung nach der Fig. 2 in Seitenansicht.
The invention will now be explained in more detail with reference to the drawing, in which:
  • Fig. 1 FIG. 2 schematically shows a part of a building under construction with precast components according to the invention; FIG.
  • Fig. 2 schematically the connection of two floor panels from above,
  • Fig. 3 1 is a schematic view of the connection of a base plate to a prefabricated component provided as a wall;
  • Fig. 4 schematically the connection to the Fig. 2 in side view.

Weg(e) zur Ausführung der ErfindungWay (s) for carrying out the invention

Bei dem in Bau befindlichen Gebäude sind punktuelle Fundamente 1 auf einem Untergrund 2 angeordnet. Auf diesen punktuellen Fundamenten 1 sind höhenverstellbare Einbauteile 3, 4 abgestützt, die mit einem als Bodenplatte ausgebildeten Fertigteilbauteil 5 verbunden sind. Diese werden zweckmäßigerweise in eine wiederverwendbare Schalung zur Herstellung der Fertigteilbauteile 5 eingelegt. Dabei werden Verankerungselemente 6 der Einbauteile 3, 4 von der erhärtenden plastischen Masse, aus der die Fertigteilbauteile 5 hergestellt sind, umschlossen und so verankert.In the building under construction point foundations 1 are arranged on a substrate 2. Height-adjustable built-in parts 3, 4 are supported on these point foundations 1, which are connected to a prefabricated component 5 designed as a base plate. These are expediently inserted into a reusable formwork for the production of prefabricated components 5. In this case, anchoring elements 6 of the built-in parts 3, 4 of the hardening plastic material from which the precast components 5 are made, enclosed and anchored so.

Mit den Stellschrauben oder -einrichtungen 7, 7' können die Fertigteilbauteile 5, die als Bodenplatten dienen horizontal ausgerichtet werden.With the set screws or devices 7, 7 ', the precast components 5, which serve as floor plates can be aligned horizontally.

Die Einbauteile 3 weisen weiters Passabschnitte 8 auf, die aus Kunststoff hergestellt sind und einen Rand einer Öffnung 9 übergreifen und vorzugsweise auf den Einbauteil 3 als Rohlinge aufgespritzt sind. Nach der Vermessung und Bearbeitung der Passabschnitte 8 zum Angleichen der Lage gegenüber den Platten weisen die Passabschnitte 8 im Wesentlichen kegelmantelförmige Passflächen auf. Die mit entsprechenden gegengleichen Passflächen von weiteren Passabschnitte 10 zusammenwirken, bzw. in diese eingreifen. Dabei sind die Passabschnitte 10 in Einbauteilen 11 gehalten, die zwei Platten 12, 13 eines Wand oder Doppelwand-Fertigteilbauteils 14 miteinander verbinden.The built-in parts 3 further have fitting sections 8, which are made of plastic and overlap a rim of an opening 9 and are preferably sprayed onto the mounting part 3 as blanks. After the measurement and processing of the fitting sections 8 for aligning the position with respect to the plates, the fitting sections 8 have substantially cone-shaped mating surfaces. The interact with corresponding counterparts mating surfaces of other passport portions 10, or intervene in this. In this case, the fitting sections 10 are held in mounting parts 11, which connect two plates 12, 13 of a wall or double-wall prefabricated component 14 with each other.

Die Verbindung der Fertigteilbauteile 5 mit den Wand oder Doppelwand-Fertigteilbauteilen 14, die vertikal ausgerichtet werden und als Wandelemente dienen, erfolgt mittels Schrauben 15 und Muttern 16, wobei die Schrauben 15 Bohrungen der Passabschnitte 8 und 10 durchsetzen. Wie aus der Fig. 3 zu ersehen ist, in der die Einbauteile 3 und 11 in größerem Maßstab dargestellt sind, sind dabei noch Sicherungsmuttern 17 vorgesehen.The connection of the prefabricated components 5 with the wall or double-wall prefabricated components 14, which are vertically aligned and serve as wall elements, by means of screws 15 and nuts 16, wherein the screws 15 pass through holes of the fitting sections 8 and 10. Like from the Fig. 3 can be seen, in which the mounting parts 3 and 11 are shown in a larger scale, while still nuts 17 are provided.

Die Verankerung der Einbauteile 11 in den Platten 12, 13 erfolgt mittels Verankerungselemente 6.The anchoring of the mounting parts 11 in the plates 12, 13 takes place by means of anchoring elements 6.

Der Raum zwischen den Platten 12, 13 des Fertigteilbauteils 14 und der Raum zwischen dem Untergrund 2 und dem Fertigteilbauteil 5, der eine Bodenplatte bildet, wird mit einer erhärtenden plastischen Masse, wie z-B. Ortbeton ausgegossen.The space between the plates 12, 13 of the finished part component 14 and the space between the substrate 2 and the precast component 5, which forms a bottom plate, with a hardening plastic material, such as. In-situ concrete poured out.

Zur Errichtung von Stockwerken werden verstellbare Stützen 18 und Balken 19 eingesetzt, um weitere Fertigteilbauteile 5' abzustützen und entsprechend horizontal ausrichten zu können. Dabei werden die Fertigteilbauteile 5' mit den Doppelwand-Fertigteilbauteilen 14 verbunden. Dazu sind Einbauteile 11 und 3' vorgesehen, wobei die letzteren den Einbauteilen 3 entsprechen jedoch statt der Verstellschraube 7 eine Aufnahme für einen weiteren Passabschnitt 8 aufweisen, das mit einem gegengleich ausgebildeten Passabschnitt 10 zusammenwirkt, das in einem Einbauteil 11' gehalten ist und die beiden Platten 12, 13 eines Doppelwand-Fertigteilbauteils 14 miteinander verbindet.For the erection of floors adjustable supports 18 and beams 19 are used to support further prefabricated components 5 'and to be able to align horizontally accordingly. In this case, the precast components 5 'are connected to the double-wall prefabricated components 14. For this purpose, built-in parts 11 and 3 'are provided, the latter corresponding to the built-in parts 3 but instead of the adjusting screw 7 have a receptacle for another fitting section 8, which cooperates with a counter-trained fitting portion 10 which is held in a built-in part 11' and the two Plates 12, 13 of a double-wall precast component 14 connects together.

Auf den als Decke dienenden Fertigteilbauteil 5' kann Ortbeton oder Estrich aufgebracht werden.In-situ concrete or screed can be applied to the prefabricated component 5 'serving as a ceiling.

Zur Verbindung zweier als Boden oder Decke dienenden Fertigteilbauteile 5,5' sind in diesen Einbauteilen 20, 20' mittels Verankerungselementen 6 verankert. Diese Einbauteile 20, 20' sind, wie aus der Fig. 2 zu ersehen ist, schräg angeordnet und tragen Passabschnitte 8, bzw. 10 und sind über diese mit durch Bohrungen in den Passabschnitten 8, 10 ragende Schrauben 15 und Muttern 16, 17 miteinander verbunden. Die Passabschnitte 8, 10 sind zur Justierung mit kegelmantelförmigen Passflächen 25 versehen.For connecting two prefabricated components 5, 5 'serving as floor or ceiling, anchoring elements 6 are anchored in these installed parts 20, 20'. These built-in parts 20, 20 'are, as shown in Fig. 2 can be seen, arranged obliquely and carry fitting sections 8, and 10 and are connected to this with through holes in the passport sections 8, 10 projecting screws 15 and nuts 16, 17 with each other. The fitting sections 8, 10 are provided for adjustment with cone-shaped mating surfaces 25.

Die Einbauteile 20' tragen einen weiteren Passabschnitt 21, das eine im Querschnitt dreieckige Nut 22 aufweist, wie aus der Fig. 4 zu ersehen ist, und mit einem weiteren Passabschnitt 23 zusammenwirkt, der gegengleiche Passflächen 24 aufweist und in einem Einbauteil 11, oder 11', die jeweils zwei Platten 12, 13 zu einem Doppelwand-Fertigteilbauteil 14 verbinden, gehalten ist.The built-in parts 20 'carry a further fitting portion 21, which has a triangular in cross-section groove 22, as shown in Fig. 4 can be seen, and cooperates with a further fitting portion 23 which has the same mating surfaces 24 and in a fitting 11, or 11 ', each two plates 12, 13 connect to a double-wall precast component 14 is held.

Die Einbauteile 20, oder 20' können, wie aus der Fig. 4 zu ersehen ist, auch mit Stellschrauben 7 versehen sein, um eine Abstützung an einem punktuellen Fundament 1 und damit eine Ausrichtung eines Bauteiles 5 in horizontaler Richtung zu ermöglichen.The built-in parts 20, or 20 ', as shown in Fig. 4 can be seen, also be provided with screws 7 to allow support on a punctual foundation 1 and thus an alignment of a component 5 in the horizontal direction.

Wie aus der Fig. 3 zu ersehen ist, ragt die Platte 12 des als Wandelement dienenden Doppelwand-Fertigteilbauteils 14 im Wesentlichen über die Einbauteile 3 und enden erst knapp vor dem punktuelle Fundament 1 bzw. dem Untergrund 2. Dadurch ergeben sich nur entsprechend kleine Spalte die vor dem Ausgießen der Bauteile 14 mit erhärtendem plastischem Material leicht abgedichtet werden können.Like from the Fig. 3 can be seen, the plate 12 of serving as a wall element double-wall prefabricated component 14 essentially protrudes beyond the mounting parts 3 and only just before the punctual foundation 1 and the substrate 2. This results in only correspondingly small gaps before pouring the components 14 can be easily sealed with hardening plastic material.

Die Passabschnitte 8, 10, 21, 23 werden, wie bereits erwähnt als Rohlinge auf die Einbauteile aufgespritzt, wobei die Rohlinge Ränder von Öffnungen 9 der Einbauteile 3, 11, 11', 20, 20' beidseitig übergreifen. Diese Rohlinge, werden bei der Herstellung der Fertigteilbauteile in Bezug auf Ihre vorgesehene Lage in Bezug auf die vorgesehenen Abmessungen der Platten vermessen und bearbeitet, sodass Bauteile entstehen, welche in vorgesehener Reihenfolge miteinander verbunden werden können.The pass portions 8, 10, 21, 23 are, as already mentioned as blanks sprayed onto the mounting parts, wherein the blanks of edges of openings 9 of the mounting parts 3, 11, 11 ', 20, 20' overlap on both sides. These blanks are measured and machined with respect to the intended dimensions of the plates in the manufacture of prefabricated components in relation to their intended position, so that components arise, which can be connected together in the intended order.

Es genügt daher beim Errichten des Fertigteilgebäudes die Bodenplatten mit den Verstelleinrichtungen in Ihrer Lage einzurichten. Die weiteren vertikal stehenden Bauteile können dann mit dem ersten eingerichteten Bauteil mittels der Einbauteile samt Passabschnitte und Schrauben verbunden und werden dabei in die richtige Lage gezwungen. Damit verringert sich der Montageaufwand an der Baustelle sehr erheblich.It is therefore sufficient when building the prefabricated building, the floor panels with the adjustment in your position to set up. The other vertical components can then be connected to the first component by means of the built-in components including passport sections and screws and are thereby forced into the correct position. This reduces the installation effort at the construction site very considerably.

Claims (4)

  1. A method for producing prefabricated structural parts (5, 14) from a hardening plastic material for erecting buildings, in which the hardening material is poured into a formwork and allowed to harden into plates, wherein, if applicable, in each case two plates (12, 13) are connected together to form a double-wall plate (14) by way of reinforcements inlaid into the formworks, characterised in that built-in portions (3, 4, 20, 20') which are used as a support for the prefabricated structural parts with respect to the base or one with the other and/or as their mutual connection, are installed at the edge regions of the plates or double-wall plates, wherein the built-in portions (3, 11, 11', 20, 20') have fitting sections (8, 10, 21, 23) which are used as automatic adjustment and connection points with respect to adjacent plates or double-wall plates, and in that in a further method step the fitting sections are processed under controlled workshop conditions at positions that are fixed with regard to the plates or double-wall plates in order to compensate for deviations in the location of the fitting sections with respect to the intended dimensions of the plates or double-wall plates, whereafter when setting up the prefabricated structural parts at the building site the built-in portions can be brought into contact with each other, whereby the prefabricated structural parts are automatically adjusted into the correct location and can be secured in this location by means of screws.
  2. A method according to claim 1, characterised in that the fitting sections (8, 10, 21, 23) are produced from plastics material.
  3. A method according to one of claims 1 or 2, characterised in that the fitting sections (8, 10, 21, 23) are provided, by milling, with cone-envelope-shaped fitting surfaces (25) or conically approaching fitting surfaces (24) for more simple adjustment of the plates or double-wall plates.
  4. A method according to one of claims 1 to 3, characterised in that blanks of the fitting sections (8, 10, 21, 23) are injection-moulded onto the built-in portions (3, 11, 11', 20, 20'), wherein the blanks embrace the edge of an opening (9) of the built-in portions (3, 11, 11', 20, 20').
EP11810986.7A 2010-08-02 2011-08-01 Method for producing prefabricated structural parts Active EP2601358B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA1292/2010A AT510233B1 (en) 2010-08-02 2010-08-02 METHOD FOR PRODUCING FINISHED COMPONENTS
PCT/AT2011/050005 WO2012016268A2 (en) 2010-08-02 2011-08-01 Method for producing prefabricated structural parts

Publications (2)

Publication Number Publication Date
EP2601358A2 EP2601358A2 (en) 2013-06-12
EP2601358B1 true EP2601358B1 (en) 2015-10-14

Family

ID=45509155

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11810986.7A Active EP2601358B1 (en) 2010-08-02 2011-08-01 Method for producing prefabricated structural parts

Country Status (6)

Country Link
US (1) US20130205713A1 (en)
EP (1) EP2601358B1 (en)
CN (1) CN103097620A (en)
AT (1) AT510233B1 (en)
EA (1) EA021900B1 (en)
WO (1) WO2012016268A2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA3056094A1 (en) 2018-09-21 2020-03-21 Cooper E. Stewart Insulating concrete form apparatus
US10870990B1 (en) * 2019-05-10 2020-12-22 Peter Baruch Mueller Closed panel building systems

Family Cites Families (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1534860A1 (en) * 1965-11-02 1969-08-21 Skanska Cementgjuteriet Ab Support and guide device for components and methods for assembling these elements
US3648961A (en) * 1970-04-30 1972-03-14 William H Farrow Wall tie for concrete forms
US4044986A (en) * 1975-05-12 1977-08-30 Strickland Systems Inc. Concrete form panel tying apparatus
US4159097A (en) * 1976-09-13 1979-06-26 Strickland Systems Inc. Tie having integrally molded sleeve
US4726560A (en) * 1986-09-02 1988-02-23 Dotson Ray C Concrete form tie assembly
AT403184B (en) * 1992-06-02 1997-11-25 Rund Stahl Bau Gmbh & Co Shuttering panel
FR2696488B1 (en) * 1992-10-06 1994-11-25 Alain Antoniazzi Flat prefabricated element in order to constitute a wall and walls made up with said elements.
DE19549535C2 (en) * 1995-06-30 2001-01-11 Ralf Sebald Adjustment device for placing a wall element
US5762815A (en) * 1997-08-04 1998-06-09 Lee; Kou-An Apparatus for adjusting a distance between two opposed form panels
US6036165A (en) * 1998-06-02 2000-03-14 Lee; Kou-An Method and apparatus for constructing a building unit
US6539591B1 (en) * 2001-10-19 2003-04-01 Rolando Blanco Tie rod puller
EP1457609B1 (en) * 2003-03-13 2005-06-29 Glatthaar Fertigkeller GmbH Floor for a building
AU2003904132A0 (en) * 2003-08-07 2003-08-21 Scallan, Patrick Joseph Moulding of concrete walls
CN2746056Y (en) * 2004-06-01 2005-12-14 魏东辉 Ecological module
SE527783C2 (en) * 2004-11-03 2006-06-07 Ncc Ab Wall module with coupling
CN100396860C (en) * 2005-04-04 2008-06-25 朱秦江 Concrete building combined with heat insulating framework and its construction method
CN100417774C (en) * 2006-07-04 2008-09-10 朱秦江 Mounting and caging system for composite thermal-insulation concrete building template and construction method thereof
CN101858114A (en) * 2009-04-07 2010-10-13 段风雷 Construction method for cast-in-place integral light-weight partition wall

Also Published As

Publication number Publication date
US20130205713A1 (en) 2013-08-15
EA021900B1 (en) 2015-09-30
EA201390196A1 (en) 2013-06-28
AT510233B1 (en) 2012-07-15
EP2601358A2 (en) 2013-06-12
AT510233A1 (en) 2012-02-15
WO2012016268A2 (en) 2012-02-09
WO2012016268A3 (en) 2013-01-03
CN103097620A (en) 2013-05-08

Similar Documents

Publication Publication Date Title
EP3004467A2 (en) Concrete foundation, method for producing a concrete foundation for a wind power tower, and positioning device for positioning jacket pipes in a concrete foundation
EP2100693B1 (en) Processing device
EP3662116B1 (en) Ceiling formwork and method for producing a ceiling element
EP2963205A1 (en) Device for formwork
EP2601358B1 (en) Method for producing prefabricated structural parts
EP0410079A1 (en) Connecting casing for linked concrete slabs
EP3137700B1 (en) Method for producing a ceiling in a building
EP2140992B1 (en) Manufacturing of construction elements, especially wall or facade elements, and corresponding construction element
AT501248A1 (en) DEVICE FOR CREATING PARTICULARLY QUARTERLY, HALF OR FULLY-ENVELOPED LOCAL TREPPES
EP2687651B1 (en) Method for the adjustment and/or attachment of wood panels or beams and a structure constructed using this method
EP2405070A2 (en) Steel beam for prefabricated floors
EP3137698B1 (en) Building or construction and method for production thereof
WO2010075855A1 (en) Mandrel system for concrete construction
EP4050160A1 (en) Method for manufacturing a foundation of a production plant, foundation anchoring box and production plant
DE19837080A1 (en) Waste water treatment filter basin wall parapet reinforcement spreads gantry weight and provides weather protection
DE19602981C2 (en) Device for installing and removing slab formwork
DE10017564B4 (en) Method for producing a floor structure with a plurality of height-adjustable supports and device for positioning these supports
DE2636168C2 (en) Buildings made from load-bearing prefabricated components
DE102004020023B4 (en) Wooden building and method for its assembly
AT525045B1 (en) Method for manufacturing a room cell and a room cell part
DE102011088446B4 (en) Shuttering element and method for its production
DE19720637C1 (en) Process for producing a component from reinforced concrete and formwork for carrying out the process
AT517855B1 (en) Kit for a parapet structure
DE19928757A1 (en) Mounting bracket system and method for mounting a prefabricated component on a building part
DE102015017166B4 (en) Edge formwork element with a formwork panel serving as permanent formwork for the production of a concrete slab

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: 20130204

AK Designated contracting states

Kind code of ref document: A2

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

DAX Request for extension of the european patent (deleted)
REG Reference to a national code

Ref country code: DE

Ref legal event code: R079

Ref document number: 502011008130

Country of ref document: DE

Free format text: PREVIOUS MAIN CLASS: E04B0001160000

Ipc: E04B0002860000

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/16 20060101ALI20140611BHEP

Ipc: E04B 2/86 20060101AFI20140611BHEP

17Q First examination report despatched

Effective date: 20140919

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20150424

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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: AT

Ref legal event code: REF

Ref document number: 755200

Country of ref document: AT

Kind code of ref document: T

Effective date: 20151015

Ref country code: CH

Ref legal event code: EP

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: DE

Ref legal event code: R096

Ref document number: 502011008130

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20151014

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: AMMANN PATENTANWAELTE AG BERN, CH

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

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: 20160114

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: 20151014

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: 20151014

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: 20160214

Ref country code: IT

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: 20151014

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: 20151014

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: 20151014

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

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: 20160215

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: 20151014

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: 20151014

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: 20160115

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: 20151014

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: 20151014

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: 20151014

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502011008130

Country of ref document: DE

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

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: 20151014

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

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

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: 20151014

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: 20151014

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: 20151014

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: 20151014

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: 20151014

26N No opposition filed

Effective date: 20160715

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: 20151014

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: 20160831

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: 20151014

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

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: 20160801

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: 20160801

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

Ref country code: HU

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

Effective date: 20110801

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: 20151014

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: 20151014

Ref country code: TR

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: 20151014

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: 20151014

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

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

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: 20151014

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

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: 20151014

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

Ref country code: FR

Payment date: 20200721

Year of fee payment: 10

Ref country code: GB

Payment date: 20200724

Year of fee payment: 10

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

Ref country code: CH

Payment date: 20200724

Year of fee payment: 10

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20210801

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

Ref country code: LI

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

Effective date: 20210831

Ref country code: CH

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

Effective date: 20210831

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

Ref country code: GB

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

Effective date: 20210801

Ref country code: FR

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

Effective date: 20210831

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

Ref country code: AT

Payment date: 20230831

Year of fee payment: 13

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

Ref country code: DE

Payment date: 20230714

Year of fee payment: 13