EP2956283B1 - Method for producing a multilayer, reinforced concrete element - Google Patents

Method for producing a multilayer, reinforced concrete element Download PDF

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Publication number
EP2956283B1
EP2956283B1 EP14705737.6A EP14705737A EP2956283B1 EP 2956283 B1 EP2956283 B1 EP 2956283B1 EP 14705737 A EP14705737 A EP 14705737A EP 2956283 B1 EP2956283 B1 EP 2956283B1
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EP
European Patent Office
Prior art keywords
concrete wall
concrete
insulating layer
reinforcement body
casting mold
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
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EP14705737.6A
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German (de)
French (fr)
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EP2956283A1 (en
Inventor
Rolf Roers
Haval Khaffaf
Michael LOOF
Achim Symannek
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Covestro Deutschland AG
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Covestro Deutschland AG
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Publication date
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Priority to EP14705737.6A priority Critical patent/EP2956283B1/en
Publication of EP2956283A1 publication Critical patent/EP2956283A1/en
Application granted granted Critical
Publication of EP2956283B1 publication Critical patent/EP2956283B1/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B11/00Apparatus or processes for treating or working the shaped or preshaped articles
    • B28B11/04Apparatus or processes for treating or working the shaped or preshaped articles for coating or applying engobing layers
    • B28B11/042Apparatus or processes for treating or working the shaped or preshaped articles for coating or applying engobing layers with insulating material
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B19/00Machines or methods for applying the material to surfaces to form a permanent layer thereon
    • B28B19/003Machines or methods for applying the material to surfaces to form a permanent layer thereon to insulating material
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/028Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members for double - wall articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/34Moulds, cores, or mandrels of special material, e.g. destructible materials
    • B28B7/342Moulds, cores, or mandrels of special material, e.g. destructible materials which are at least partially destroyed, e.g. broken, molten, before demoulding; Moulding surfaces or spaces shaped by, or in, the ground, or sand or soil, whether bound or not; Cores consisting at least mainly of sand or soil, whether bound or not
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/049Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast

Definitions

  • the invention relates to a method for producing a multilayer, reinforced concrete element, wherein the multilayer, reinforced concrete element comprises at least a first concrete wall in combination with a reinforcing body, wherein the concrete element comprises an at least indirectly applied to the first concrete wall insulating layer and wherein the reinforcing body at least partially the first concrete wall protruding and the insulating layer is formed penetrating.
  • Precast concrete plays an important role in the construction industry.
  • precast concrete elements have been fitted with integrated insulation layers at the factory for a number of years, in particular for reinforced concrete walls and ceilings with core insulation.
  • insulating board products in particular mineral wool and polystyrene, are introduced by hand.
  • the EP 1 010 828 B1 shows a further production of a wall panel with an inner shell and an outer shell made of concrete, which are connected to one another via carriers of a reinforcing body.
  • PU foam is applied to the inner side of the foam, which faces upward to apply the PU foam.
  • the complementary concrete shell is then produced by immersion in a concrete bed and subsequent curing. A defined cavity for the PU foam body is not created, and a subsequent pouring with more concrete takes place on an undefined PU insulating layer surface.
  • the not yet cured PU foam body, which is applied as a reaction mixture, is distributed by means of an air stream.
  • the height of the cured foam results from the applied height of the reaction mixture, the height of which is again determined by the speed of the application for a given reaction time and has an irregular topography.
  • a structural geometric limitation of the cavity is therefore not created, so that disadvantageously no insulating layer of a defined thickness can be formed.
  • a similar method discloses the EP 1 106 745 A2 ,
  • a method for producing a prefabricated ceiling element is described as a prefabricated component, wherein two sheets of reinforced concrete by a plurality of lattice girder are spaced from each other, and wherein the lattice girders are embedded in the respective disc and wherein the end sections comprise at least the longitudinal bars with welded strut knot, and wherein the space between the panes is completely filled with foamed polyurethane.
  • the resulting between the two discs cavity is filled with polyurethane foam during production already.
  • the hardened polyurethane layer should support the structural-technical function of the lattice girders and the concrete slabs.
  • the object of the present invention is to provide an improved method for producing a multilayer, reinforced concrete element, and in particular the object of the invention is to be able to form the insulating layer of a PU foam, preferably with different thicknesses in a flexible manner.
  • the essence of the invention consists in particular in that the concrete wall provided with the reinforcing body, for example with integrated metallic lattice girders or fiberglass anchors for forming the reinforcement body, upside down, ie. with the reinforcing body facing downwards, placed over a preferably vibratable bedding container or the like, in which the bed of flowable solids is provided, in particular of granules of fine granularity such as quartz sand.
  • the filling height of the bed or the height at which the concrete wall is held above the surface of the bed can be set arbitrarily.
  • the insulating layer can be formed highly flexible with different thicknesses.
  • the thickness of the insulating layer may for example be a value of 2cm to 40cm, preferably for example from 5cm to 30cm and more preferably for example from 10cm to 25cm, as these thicknesses can be foamed particularly well with a reaction mixture.
  • Reaction mixtures of polyol and isocyanate are particularly suitable for the production of polyurethane insulating layers, but the insulating layer may comprise any further insulating material, for example also a phenolic resin foam.
  • the reinforcement body need not be made in one piece and it may, for example, individual, preferably glass fiber reinforced polymer rods or baskets form the reinforcing body. Also, so-called shear mandrels are known, so that the reinforcing body in particular can also be constructed from a Schubdornsystem consisting of steel elements or fiber-reinforced polymer elements which form the shear mandrels.
  • Filling the clearance with the reaction mixture may be accomplished by a flexible casting system, such as a sprue system, a rigid or oscillating casting head, or a casting mandrel arranged to be located between the concrete element and the bed surface despite the presence of the reinforcing body can be moved.
  • a flexible casting system such as a sprue system, a rigid or oscillating casting head, or a casting mandrel arranged to be located between the concrete element and the bed surface despite the presence of the reinforcing body can be moved.
  • the casting can also be done from the side, and the reaction mixture can enter the free space.
  • the term casting also encompasses any type of spraying or spraying of the reaction mixture.
  • the bed can in principle be formed by any type of flowable solids and may also comprise mixtures of different solids.
  • the bed should be suitable to form a barrier to the reaction mixture so as to form forming, wherein the reaction mixture, which in particular comprises the components polyol and isocyanate, can foam in about horizontally flat extending free space with vertically defined height.
  • the thus created cavity forms a defined cavity with a substantially flat, parallel to the first concrete wall extending extension between the surface of the bed as the lower boundary and the underside of the first concrete wall as the upper boundary, and this cavity can in particular by means of a distribution system over the entire surface with flowable Reaction mixture or another at least phased flowable mixture are filled to form the insulating layer after curing.
  • the second concrete wall can be cast onto the manufactured element or the insulated first concrete wall can be immersed in the still fresh (non-set) second concrete wall, so that the end component is a reinforced concrete sandwich element with two concrete walls and the intermediate insulating layer, in particular a PU Foam core insulation results.
  • the following process step takes place after curing of the insulating layer: Insertion of the first concrete wall with the reinforcing body in a casting mold, wherein the protruding portion and the insulating layer are arranged below the first concrete wall. It can then be done filling the mold with concrete, but preferably can take place the first concrete wall in the already reinforced and freshly concreted second wall.
  • the casting of the concrete for the second wall is usually carried out so before inserting the already cured first wall.
  • the result is the second concrete wall, in which the protruding portion of the reinforcing body is at least partially also cast. In this embodiment, therefore, the projecting portion protrudes downwards.
  • the mold is delimited upwards by the concrete wall. Depending on the amount of liquid concrete, which is introduced into the mold, the free space is thus selectively filled.
  • the second concrete wall can also be formed such that the second concrete wall rests against the insulating layer, at least indirectly, by completely filling the free space. So it is then in the finished product no gap between the second concrete wall and insulation layer available.
  • the free space in the casting mold between the bottom of the casting mold and the insulating layer is only partially filled with liquid concrete, so that a gap remains between the insulating layer and the second concrete wall. Such a gap can be filled with concrete, for example, later on the site.
  • the composite of insulating layer and the first concrete wall is inserted with the reinforcing body in the mold, wherein the protruding portion of the reinforcing body and the insulating layer is disposed above the first concrete wall.
  • the insulating layer can form the bottom of the mold thus created.
  • the composite of the first concrete wall with the reinforcing body and the insulating layer is immersed in an already filled with concrete mold with the insulating layer facing down and the concrete is then cured for this process step. In This embodiment, no gap between the second concrete wall and insulation layer is generated.
  • An indirect concern also means a construction in which a further layer of material is provided between the concrete wall and the adjacent insulating layer, for example an insulating film.
  • a further layer of material is provided between the concrete wall and the adjacent insulating layer, for example an insulating film.
  • the two layers are no longer in contact with each other.
  • the concrete walls which may basically be plate-shaped, are oriented substantially horizontally.
  • FIG. 2c shows a finished reinforced concrete element 10, which was prepared by a method according to the invention.
  • the reinforced concrete element 10 includes an overhead arranged first concrete wall 11 and a second concrete wall spaced therefrom 12. Between the two concrete walls 11 and 12, an insulating layer 14 is provided. The insulating layer 14 is applied to the first concrete wall 11, and between the insulating layer 14 and the second concrete wall 12, a free space 20 is formed.
  • Figure 3c shows an alternative reinforced concrete element 10. This corresponds largely to the structure of the reinforced concrete element after Figure 2c , wherein the free gap 22 is omitted.
  • the insulating layer 14 is now also on the second concrete wall 12. Between the insulating layer 14 and the adjoining concrete walls can be arranged, for example, plastic films or other layers of material.
  • a reinforcing body 13 is shown in the form of a steel reinforcement basket, visible in the space 20.
  • the reinforcing body 13 is completely enclosed by concrete or the insulating layer 14 and therefore not visible.
  • FIG. 1a the reinforcing body 13 is inserted in a first mold 17.
  • the first mold 17 is now partially filled with liquid concrete 22.
  • the concrete then cures to the first concrete wall 11, see FIG. 1b ,
  • a section 13 "of the reinforcing body 13 is now cast in the first concrete wall 11.
  • Another section 13 'of the reinforcing body 13 protrudes from the first concrete wall 11.
  • first concrete wall (11) and reinforcing body (13) is reversed, so that the protruding portion 13 'is arranged on the underside of the first concrete wall 11.
  • the bed 15 is formed by sand, in particular by quartz sand. But it is only the reinforcing body 13 with its protruding portion 13 'immersed in the bed 15.
  • the first concrete wall 11 remains completely above and arranged at a distance from the bed 15. There thus remains a vertical space 16 between the first concrete wall 11 and the bed 15 in the hopper 23, see Figure 1d ,
  • the bed 15 can be shaken by means of a vibrator.
  • the shaking of the bed 15 is useful so as to distribute the bed as evenly as possible and to obtain a flat surface as possible.
  • the free space 16 is now completely filled with a flowable reaction mixture, in the present example PU foam made of polyol and isocyanate.
  • a flowable reaction mixture in the present example PU foam made of polyol and isocyanate.
  • the reaction mixture becomes solid and forms a composite of the insulating layer 14 with the first concrete wall 11 and the reinforcing body, see Figure 1e , In FIG. 1f Now, the intermediate product is shown, which comprises the first concrete wall 11, the adjacent insulating layer 14 and the reinforcing body 13.
  • FIG. 1f represent a finished reinforced concrete element.
  • the intermediate product is inserted into a second mold 18, see FIG. 3a ,
  • the reinforcing body 13 is inserted with its protruding portion 13 'down into the second mold 18.
  • Spacers not shown, can ensure that the reinforcing body 13 basically has a certain distance from the bottom 19 of the casting mold 18.
  • FIG. 2b It can be seen that now a free space 21 between the insulating layer 14 and the bottom 19 of the mold 18 is formed.
  • the protruding portion 13 'of the reinforcing body 13 is arranged.
  • This space 21 is now at least partially filled with concrete 22. There remains a gap 20, since the space 21 is only partially filled. But it is also possible that the space 21 is completely filled. So then the second concrete wall 12 is brought into contact with the insulating layer 14.
  • the intermediate product becomes FIG. 1f inserted into the second mold 18, that the protruding portion 13 'of the reinforcing body 13 facing upward and so that the first concrete wall 11 is disposed below the insulating layer 14, see FIG. 3a
  • FIG. 3b is now the intermediate after FIG. 1f shown within the second mold 18.
  • the first concrete wall 11 rests on the bottom 19 of the second casting mold 18.
  • the mold 18 is filled from above with concrete 22. Due to gravity now puts the filled concrete 22 to the insulating layer 14, so that it is not provided in this embodiment, that a gap 20 between the insulating layer and the second concrete wall 12 is formed.
  • the invention is not limited in its execution to the above-mentioned preferred embodiment. Rather, a number of variants is conceivable, which of the solution shown makes use even in fundamentally different versions.

Description

Die Erfindung betrifft ein Verfahren zur Herstellung eines mehrschichtigen, bewehrten Betonelements, wobei das mehrschichtige, bewehrte Betonelement wenigstens eine erste Betonwandung im Verbund mit einem Bewehrungskörper aufweist, wobei das Betonelement eine zumindest mittelbar an die erste Betonwandung anliegende Dämmschicht umfasst und wobei der Bewehrungskörper wenigstens teilweise aus der ersten Betonwandung hervorstehend und die Dämmschicht durchdringend ausgebildet ist.The invention relates to a method for producing a multilayer, reinforced concrete element, wherein the multilayer, reinforced concrete element comprises at least a first concrete wall in combination with a reinforcing body, wherein the concrete element comprises an at least indirectly applied to the first concrete wall insulating layer and wherein the reinforcing body at least partially the first concrete wall protruding and the insulating layer is formed penetrating.

STAND DER TECHNIKSTATE OF THE ART

Betonfertigteile spielen in der Bauindustrie eine wichtige Rolle. Angesichts steigender Anforderungen an Energieeffizienz werden seit einigen Jahren Betonfertigteile werkseitig mit integrierten Dämmschichten ausgestattet, insbesondere betrifft dies Wand und Decken aus Stahlbeton mit einer Kerndämmung. Meist wird allerdings bei dem nahezu vollständig automatisierten Produktionsprozess händisch Dämmplattenware, insbesondere aus Mineralwolle und Polystyrol, eingebracht.Precast concrete plays an important role in the construction industry. In view of increasing demands on energy efficiency, precast concrete elements have been fitted with integrated insulation layers at the factory for a number of years, in particular for reinforced concrete walls and ceilings with core insulation. Mostly, however, in the almost completely automated production process, insulating board products, in particular mineral wool and polystyrene, are introduced by hand.

Die EP 1 010 828 B1 zeigt eine weiterführende Herstellung eines Wandfertigteils mit einer Innenschale und einer Außenschale aus Beton, die über Träger eines Bewehrungskörpers miteinander verbunden sind. Nach dem Herstellen der Außenschale wird auf deren Innenseite PU-Schaum aufgebracht, die zum Aufbringen des PU- Schaums nach oben weist. Die komplementäre Betonschale wird anschließend durch Eintauchen in ein Betonbett und nachfolgendes Aushärten hergestellt. Ein definierter Hohlraum für den PU- Schaumkörper wird dabei nicht geschaffen, und ein anschließendes Ausgießen mit weiterem Beton erfolgt auf eine undefinierte PU-Dämmschichtoberfläche. Der noch nicht ausgehärtete PU- Schaumkörper, der als Reaktionsgemisch aufgetragen wird, wird mittels eines Luftstroms verteilt. Die Höhe des ausgehärteten Schaums ergibt sich dabei aus der aufgetragenen Höhe des Reaktionsgemisches, wobei dessen Höhe wiederum durch die Geschwindigkeit des Auftrags bei gegebener Reaktionszeit bestimmt wird und eine unregelmäßige Topographie aufweist. Eine baulich geometrische Begrenzung des Hohlraums wird daher nicht geschaffen, sodass nachteilhafterweise keine Dämmschicht einer definierten Dicke gebildet werden kann.The EP 1 010 828 B1 shows a further production of a wall panel with an inner shell and an outer shell made of concrete, which are connected to one another via carriers of a reinforcing body. After the outer shell has been produced, PU foam is applied to the inner side of the foam, which faces upward to apply the PU foam. The complementary concrete shell is then produced by immersion in a concrete bed and subsequent curing. A defined cavity for the PU foam body is not created, and a subsequent pouring with more concrete takes place on an undefined PU insulating layer surface. The not yet cured PU foam body, which is applied as a reaction mixture, is distributed by means of an air stream. The height of the cured foam results from the applied height of the reaction mixture, the height of which is again determined by the speed of the application for a given reaction time and has an irregular topography. A structural geometric limitation of the cavity is therefore not created, so that disadvantageously no insulating layer of a defined thickness can be formed.

Ein ähnliches Verfahren offenbart die EP 1 106 745 A2 . Hierbei wird ebenfalls ein Verfahren zur Herstellung eines vorgefertigten Deckenelementes als Fertigbauteil beschrieben, wobei zwei Scheiben aus Stahlbeton durch mehrere Gitterträger im Abstand voneinander gehalten werden, und wobei die Gitterträger in der jeweiligen Scheibe einbetoniert sind und wobei die Endabschnitte zumindest die Längsstäbe mit angeschweißten Strebenknoten umfassen, und wobei der Raum zwischen den Scheiben vollständig mit geschäumtem Polyurethan ausgefüllt wird. Der sich zwischen den zwei Scheiben ergebende Hohlraum wird bereits bei der Herstellung mit Polyurethan-Ortschaum ausgeschäumt. Die ausgehärtete Polyurethanschicht soll dabei die baustatische Funktion der Gitterträger und der Betonscheiben unterstützen. Dabei ist weiterhin angegeben, dass eine solche Fertigung vorteilhaft auf einer Umlauf-Palettenanlage im Produktionsbetrieb wirtschaftlich erfolgen kann. Die geforderte Wärmedämmung ist dabei über die Dicke der Polyurethanschicht einstellbar, nachteilhafterweise kann jedoch das vorgefertigte Deckenelement nur mit einem Sandwichaufbau fertiggestellt werden, da zwingend zwei beabstandet zueinander angeordnete Betonscheibenelemente notwendig sind, um einen Hohlraum für das Eingeben des Reaktionsgemisches zur Bildung der Polyurethanschicht zu definieren.A similar method discloses the EP 1 106 745 A2 , Here, a method for producing a prefabricated ceiling element is described as a prefabricated component, wherein two sheets of reinforced concrete by a plurality of lattice girder are spaced from each other, and wherein the lattice girders are embedded in the respective disc and wherein the end sections comprise at least the longitudinal bars with welded strut knot, and wherein the space between the panes is completely filled with foamed polyurethane. The resulting between the two discs cavity is filled with polyurethane foam during production already. The hardened polyurethane layer should support the structural-technical function of the lattice girders and the concrete slabs. It is further stated that such a production can advantageously be carried out economically on a circulation pallet plant in production operation. The required thermal insulation is adjustable over the thickness of the polyurethane layer, disadvantageously, however, the prefabricated ceiling element can be completed only with a sandwich construction, as two spaced apart concrete disc elements are necessarily necessary to define a cavity for the input of the reaction mixture to form the polyurethane layer.

OFFENBARUNG DER ERFINDUNGDISCLOSURE OF THE INVENTION

Die Aufgabe der vorliegenden Erfindung besteht darin, ein verbessertes Verfahren zur Herstellung eines mehrschichtigen, bewehrten Betonelements bereit zu stellen, und insbesondere ergibt sich die Aufgabe der Erfindung, auf flexible Weise die Dämmschicht aus einem PU- Schaum vorzugsweise mit verschiedenen Dicken bilden zu können.The object of the present invention is to provide an improved method for producing a multilayer, reinforced concrete element, and in particular the object of the invention is to be able to form the insulating layer of a PU foam, preferably with different thicknesses in a flexible manner.

Die der Erfindung zugrundeliegende Aufgabe wird gelöst durch ein Verfahren nach Anspruch 1, vorteilhafte Ausgestaltungen ergeben sich aus den Unteransprüchen.The problem underlying the invention is achieved by a method according to claim 1, advantageous embodiments emerge from the dependent claims.

Erfindungsgemäß ist ein Verfahren zur Herstellung eines mehrschichtigen, bewehrten Betonelements vorgesehen, wobei das Betonelement eine erste Betonwandung im Verbund mit einem Bewehrungskörper umfasst und eine an der ersten Betonwandung zumindest mittelbar anliegende Dämmschicht aufweist, wobei die erste Betonwandung über einen Bewehrungskörper, insbesondere einen GFK- oder Stahlbewehrungskörper, mit der Dämmschicht und insbesondere mit einer zweiten Betonwandung verbunden ist. Das erfindungsgemäße Verfahren umfasst dabei die nachfolgend genannten Schritte:

  • Als erster Schritt kann das Bereitstellen der ersten Betonwandung mit einem Bewehrungskörper erfolgen, wobei der Bewehrungskörper teilweise in die erste Betonwandung eingegossen ist. Dies kann durch Gießen und Aushärten der ersten Betonwandung in einer Gießform erfolgen, wobei während des Gießens ein Abschnitt des Bewehrungskörpers in die Betonwandung eingegossen wird (im Folgenden: eingegossener Abschnitt), und ein weiterer Abschnitt des Bewehrungskörpers kann aus der ersten Betonwandung hervorstehen (im Folgenden: hervorstehender Abschnitt). Es folgt anschließend der Schritt des Anordnens der ersten Betonwandung und dem daran angeordneten Bewehrungskörper mit einem vertikalen Abstand der Unterseite der ersten Betonwandung über einer Schüttung, insbesondere aus Quarzsand, der zuvor in ein Schüttungsbehältnis eingegeben und beispielsweise gerüttelt oder glattgestrichen wurde. Der hervorstehende Abschnitt ist dabei unterseitig der ersten Betonwandung angeordnet ist und taucht in die Schüttung ein, wobei die Schüttung insbesondere anschließend gerüttelt werden kann. Ein vordefinierter Freiraum verbleibt dabei zwischen der Oberfläche der Schüttung und der Unterseite der ersten Betonwandung. Anschließend folgt das Auffüllen des Freiraums mit einem Reaktionsgemisch zur Bildung von Polyurethanschaum, der eine Dämmschicht bildet. Anschließend folgt der Schritt des Aushärtens der Dämmschicht. In einem abschließenden Schritt kann die Betonwandung mit dem Bewehrungskörper und der an diesem Verbund ausgehärteten Dämmschicht aus Polyurethan aus der Schüttung entnommen werden und insbesondere vom Material der Schüttung befreit werden.
According to the invention, a method for producing a multi-layer, reinforced concrete element is provided, wherein the concrete element comprises a first concrete wall in combination with a reinforcing body and has an at least indirectly adjacent to the first concrete wall insulating layer, wherein the first concrete wall via a reinforcing body, in particular a GRP or Steel reinforcement body, is connected to the insulating layer and in particular with a second concrete wall. The method according to the invention comprises the following steps:
  • As a first step, the provision of the first concrete wall can be carried out with a reinforcing body, wherein the reinforcing body is partially cast in the first concrete wall. This can be carried out by casting and curing the first concrete wall in a casting mold, during casting a portion of the reinforcing body is poured into the concrete wall (hereinafter: cast-in portion), and another portion of the reinforcing body can protrude from the first concrete wall (hereinafter: prominent section). Subsequently, the step of arranging the first concrete wall and the reinforcing body arranged thereon follows with a vertical distance of the underside of the first concrete wall above a bed, in particular of quartz sand, which has been previously introduced into a bed and, for example, shaken or smoothed. The projecting portion is arranged on the underside of the first concrete wall and immersed in the bed, the bed can be shaken in particular subsequently. A predefined free space remains between the surface of the bed and the underside of the first concrete wall. This is followed by the filling of the free space with a reaction mixture to form polyurethane foam, which forms an insulating layer. This is followed by the step of curing the insulation layer. In a final step, the concrete wall can be removed from the bed with the reinforcing body and cured on this composite insulating layer of polyurethane and in particular be freed from the material of the bed.

Der Kern der Erfindung besteht insbesondere darin, dass die mit dem Bewehrungskörper versehene Betonwandung, beispielsweise mit integrierten metallischen Gitterträgern oder GFK-Ankern zur Bildung des Bewehrungskörpers, kopfüber, d.h. mit dem Bewehrungskörper nach unten weisend, über einem vorzugsweise rüttelfähigen Schüttungsbehältnis oder dergleichen platziert wird, in der die Schüttung aus fließfähigen Feststoffen vorgesehen ist, insbesondere aus einem Granulat feiner Körnung wie beispielsweise Quarzsand. Die Füllhöhe der Schüttung bzw. die Höhe, mit der die Betonwandung über der Oberfläche der Schüttung gehalten wird, kann beliebig vorgegeben werden. So kann die Dämmschicht höchst flexibel mit verschiedenen Dicken gebildet werden. Die Dicke der Dämmschicht kann beispielsweise einen Wert von 2cm bis 40cm, bevorzugt beispielsweise von 5cm bis 30cm und besonders bevorzugt beispielsweise von 10cm bis 25cm betragen, da diese Dicken besonders gut mit einem Reaktionsgemisch geschäumt werden können. Besonders eignen sich Reaktionsgemische aus Polyol und Isocyanat zur Herstellung von Polyurethan- Dämmschichten, die Dämmschicht kann jedoch jedes weitere Dämmmaterial umfassen, beispielsweise auch einen Phenolharzschaum.The essence of the invention consists in particular in that the concrete wall provided with the reinforcing body, for example with integrated metallic lattice girders or fiberglass anchors for forming the reinforcement body, upside down, ie. with the reinforcing body facing downwards, placed over a preferably vibratable bedding container or the like, in which the bed of flowable solids is provided, in particular of granules of fine granularity such as quartz sand. The filling height of the bed or the height at which the concrete wall is held above the surface of the bed can be set arbitrarily. Thus, the insulating layer can be formed highly flexible with different thicknesses. The thickness of the insulating layer may for example be a value of 2cm to 40cm, preferably for example from 5cm to 30cm and more preferably for example from 10cm to 25cm, as these thicknesses can be foamed particularly well with a reaction mixture. Reaction mixtures of polyol and isocyanate are particularly suitable for the production of polyurethane insulating layers, but the insulating layer may comprise any further insulating material, for example also a phenolic resin foam.

Der Bewehrungskörper muss nicht einstückig ausgeführt sein und es können beispielsweise auch einzelne, vorzugsweise glasfaserverstärkte Polymerstäbe oder -körbe den Bewehrungskörper bilden. Auch sind sogenannte Schubdorne bekannt, sodass der Bewehrungskörper insbesondere auch aus einem Schubdornsystem aufgebaut sein kann, das aus Stahlelementen oder faserverstärkten Polymerelementen besteht, die die Schubdorne bilden.The reinforcement body need not be made in one piece and it may, for example, individual, preferably glass fiber reinforced polymer rods or baskets form the reinforcing body. Also, so-called shear mandrels are known, so that the reinforcing body in particular can also be constructed from a Schubdornsystem consisting of steel elements or fiber-reinforced polymer elements which form the shear mandrels.

Das Ausfüllen des Freiraumes mit dem Reaktionsgemisch kann durch ein flexibles Gießsystem erfolgen, beispielsweise mit einem Gießharkensystem, mit einem starren oder mit einem oszillierenden Gießkopf oder mit einem Gießdorn, der so beschaffen ist, dass dieser trotz des Vorhandenseins des Bewehrungskörpers zwischen das Betonelement und die Schüttungsoberfläche bewegt werden kann. Bevorzugt kann jedoch das Gießen auch von der Seite erfolgen, und das Reaktionsgemisch kann in den Freiraum einlaufen. Der Begriff des Gießens umfasst dabei ebenfalls jede Art des Sprühens oder Spritzens des Reaktionsgemisches.Filling the clearance with the reaction mixture may be accomplished by a flexible casting system, such as a sprue system, a rigid or oscillating casting head, or a casting mandrel arranged to be located between the concrete element and the bed surface despite the presence of the reinforcing body can be moved. Preferably, however, the casting can also be done from the side, and the reaction mixture can enter the free space. The term casting also encompasses any type of spraying or spraying of the reaction mixture.

Die Schüttung kann grundsätzlich durch jede Art von fließfähigen Feststoffen gebildet werden und kann auch Mischungen unterschiedlicher Feststoffe umfassen. Die Schüttung soll dabei geeignet sein, eine Barriere für das Reaktionsgemisch zu bilden um so formbildend zu wirken, wobei das Reaktionsgemisch, das insbesondere die Komponenten Polyol und Isocyanat umfasst, im sich etwa horizontal flach erstreckenden Freiraum mit vertikal definierter Höhe aufschäumen kann.The bed can in principle be formed by any type of flowable solids and may also comprise mixtures of different solids. The bed should be suitable to form a barrier to the reaction mixture so as to form forming, wherein the reaction mixture, which in particular comprises the components polyol and isocyanate, can foam in about horizontally flat extending free space with vertically defined height.

Hierfür hat sich insbesondere Quarzsand als geeignet herausgestellt. Der so geschaffene Hohlraum bildet eine definierte Kavität mit einer im Wesentlichen flachen, parallel zur ersten Betonwandung sich erstreckenden Ausdehnung zwischen der Oberfläche der Schüttung als untere Begrenzung und der Unterseite der ersten Betonwandung als obere Begrenzung, und dieser Hohlraum kann insbesondere mittels eines Verteilungssystems vollflächig mit fließfähigem Reaktionsgemisch oder einem anderen zumindest phasenweise fließfähigen Gemisch befüllt werden, um nach einer Aushärtung die Dämmschicht zu bilden.For this particular quartz sand has been found to be suitable. The thus created cavity forms a defined cavity with a substantially flat, parallel to the first concrete wall extending extension between the surface of the bed as the lower boundary and the underside of the first concrete wall as the upper boundary, and this cavity can in particular by means of a distribution system over the entire surface with flowable Reaction mixture or another at least phased flowable mixture are filled to form the insulating layer after curing.

Im Anschluss daran kann die zweite Betonwandung an das hergestellte Element angegossen oder die gedämmte erste Betonwandung in die noch frische (nicht-abgebundene) zweite Betonwandung eingetaucht werden, so dass sich als Endbauteil ein Stahlbetonsandwichelement mit zwei Betonwandungen und der dazwischen liegenden Dämmschicht, insbesondere einer PU-Hartschaumkerndämmung, ergibt.Following this, the second concrete wall can be cast onto the manufactured element or the insulated first concrete wall can be immersed in the still fresh (non-set) second concrete wall, so that the end component is a reinforced concrete sandwich element with two concrete walls and the intermediate insulating layer, in particular a PU Foam core insulation results.

Es hat sich gezeigt, dass der Einsatz einer Polyurethanhartschaumdämmung, die als flüssige, reaktive Mischung in den Freiraum eingebracht werden kann, deutliche Vorteile hinsichtlich einer effizienteren, automatisierten Herstellung und/oder eines energieeffizienteren, schlankeren Bauteils ermöglicht. Es kann durch das erfindungsgemäße Verfahren ein automatisierter Eintrag einer Polyurethandämmschicht als flüssige Reaktionsmischung ermöglicht werden und in den gesamten Produktionsprozess integriert werden.It has been found that the use of a rigid polyurethane foam, which can be introduced as a liquid, reactive mixture in the free space, allows significant advantages in terms of a more efficient, automated production and / or a more energy efficient, slimmer component. It can by the inventive method an automated entry a polyurethane barrier layer as a liquid reaction mixture are made possible and integrated into the entire production process.

In einer ersten bevorzugten Ausgestaltung erfolgt nach dem Aushärten der Dämmschicht der folgende Verfahrensschritt: Einlegen der ersten Betonwandung mit dem Bewehrungskörper in eine Gießform, wobei der hervorstehende Abschnitt und die Dämmschicht unterhalb der ersten Betonwandung angeordnet sind. Es kann anschließend das Auffüllen der Gießform mit Beton erfolgen, bevorzugt kann jedoch das Einlegen der ersten Betonwandung in die bereits bewehrte und frisch betonierte zweite Wandung stattfinden.In a first preferred embodiment, the following process step takes place after curing of the insulating layer: Insertion of the first concrete wall with the reinforcing body in a casting mold, wherein the protruding portion and the insulating layer are arranged below the first concrete wall. It can then be done filling the mold with concrete, but preferably can take place the first concrete wall in the already reinforced and freshly concreted second wall.

Das Gießen des Betons für die zweite Wandung erfolgt üblicherweise also vor dem Einlegen der bereits ausgehärteten ersten Wandung. So entsteht die zweite Betonwandung, in die der hervorstehende Abschnitt des Bewehrungskörpers zumindest teilweise ebenfalls eingegossen wird. In dieser Ausgestaltung ragt also der hervorstehende Abschnitt nach unten. Die Gießform wird nach oben durch die Betonwandung abgegrenzt. Je nach Menge an flüssigem Beton, die in die Gießform eingebracht ist, wird der Freiraum somit gezielt aufgefüllt.The casting of the concrete for the second wall is usually carried out so before inserting the already cured first wall. The result is the second concrete wall, in which the protruding portion of the reinforcing body is at least partially also cast. In this embodiment, therefore, the projecting portion protrudes downwards. The mold is delimited upwards by the concrete wall. Depending on the amount of liquid concrete, which is introduced into the mold, the free space is thus selectively filled.

Dabei kann auch wahlweise durch ein vollständiges Auffüllen des Freiraums die zweite Betonwandung derart gebildet werden, dass die zweite Betonwandung an die Dämmschicht zumindest mittelbar anliegt. Es ist also dann im fertigen Produkt kein Zwischenraum mehr zwischen zweiter Betonwandung und Dämmschicht vorhanden. Alternativ kann aber auch vorgesehen sein, dass der Freiraum in der Gießform zwischen dem Boden der Gießform und der Dämmschicht nur teilweise mit flüssigem Beton ausgegossen wird, so dass ein Zwischenraum zwischen der Dämmschicht und der zweiten Betonwandung verbleibt. Ein solcher Zwischenraum kann beispielsweise später auf der Baustelle mit Beton aufgefüllt werden.Optionally, the second concrete wall can also be formed such that the second concrete wall rests against the insulating layer, at least indirectly, by completely filling the free space. So it is then in the finished product no gap between the second concrete wall and insulation layer available. Alternatively, however, it can also be provided that the free space in the casting mold between the bottom of the casting mold and the insulating layer is only partially filled with liquid concrete, so that a gap remains between the insulating layer and the second concrete wall. Such a gap can be filled with concrete, for example, later on the site.

In einer zweiten bevorzugten Ausgestaltung ist vorgesehen, dass nach dem Aushärten der Verbund aus Dämmschicht und der ersten Betonwandung mit dem Bewehrungskörper in die Gießform eingelegt wird, wobei der hervorstehende Abschnitt des Bewehrungskörpers und die Dämmschicht oberhalb der ersten Betonwandung angeordnet ist. In diesem Fall kann die Dämmschicht den Boden der so geschaffenen Gießform bilden. Das anschließende Auffüllen dieser Gießform mit flüssigem Beton wird dann dazu führen, dass zwangsläufig die zweite Betonwandung zumindest mittelbar in Anlage mit der Dämmschicht gebracht wird. Bevorzugt wird auch für diesen Verfahrensschritt der Verbund aus der ersten Betonwandung mit dem Bewehrungskörper und der Dämmschicht in eine bereits mit Beton verfüllte Gießform mit der Dämmschicht nach unten weisend eingetaucht und der Beton wird anschließend ausgehärtet. In dieser Ausgestaltung wird kein Zwischenraum zwischen zweiter Betonwandung und Dämmschicht erzeugt.In a second preferred embodiment, it is provided that after curing, the composite of insulating layer and the first concrete wall is inserted with the reinforcing body in the mold, wherein the protruding portion of the reinforcing body and the insulating layer is disposed above the first concrete wall. In this case, the insulating layer can form the bottom of the mold thus created. The subsequent filling of this mold with liquid concrete will then cause inevitably the second concrete wall is at least indirectly brought into contact with the insulating layer. Preferably, the composite of the first concrete wall with the reinforcing body and the insulating layer is immersed in an already filled with concrete mold with the insulating layer facing down and the concrete is then cured for this process step. In This embodiment, no gap between the second concrete wall and insulation layer is generated.

Unter einem mittelbaren Anliegen ist dabei auch ein Aufbau gemeint, bei dem zwischen der Betonwandung und der daran anliegenden Dämmschicht eine weitere Materiallage vorgesehen ist, beispielsweise eine Isolierfolie. Sollte allerdings zwischen zwei Schichten ein freier, insbesondere mit Luft befüllter Zwischenraum vorgesehen sein, so befinden sich die beiden Schichten nicht mehr in Anlage miteinander.An indirect concern also means a construction in which a further layer of material is provided between the concrete wall and the adjacent insulating layer, for example an insulating film. However, should a free, in particular filled with air gap between two layers are provided, the two layers are no longer in contact with each other.

Während der Auffüllvorgänge sind die Betonwandungen, die grundsätzlich plattenförmig sein können, im Wesentlichen horizontal ausgerichtet.During the filling operations, the concrete walls, which may basically be plate-shaped, are oriented substantially horizontally.

BEVORZUGTE AUSFÜHRUNGSBEISPIELE DER ERFINDUNGPREFERRED EMBODIMENTS OF THE INVENTION

Weitere, die Erfindung verbessernde Maßnahmen werden nachstehend gemeinsam mit der Beschreibung bevorzugter Ausführungsbeispiele der Erfindung anhand der Figuren näher dargestellt. Es zeigt:

Figur 1
den ersten Teil des Herstellungsverfahrens in mehreren Schritten,
Figur 2
den zweiten Teil des Herstellungsverfahrens in einer ersten Ausgestaltung in mehreren Schritten und
Figur 3
den zweiten Teil des Herstellungsverfahrens in einer zweiten Ausgestaltung in mehreren Schritten.
Further, measures improving the invention will be described in more detail below together with the description of preferred embodiments of the invention with reference to FIGS. It shows:
FIG. 1
the first part of the manufacturing process in several steps,
FIG. 2
the second part of the manufacturing process in a first embodiment in several steps and
FIG. 3
the second part of the manufacturing process in a second embodiment in several steps.

Figur 2c zeigt ein fertiges Stahlbetonelement 10, welches durch ein erfindungsgemäßes Verfahren hergestellt wurde. Das Stahlbetonelement 10 umfasst eine obenliegend angeordnete erste Betonwandung 11 und eine dazu beabstandete zweite Betonwandung 12. Zwischen den beiden Betonwandungen 11 und 12 ist eine Dämmschicht 14 vorgesehen. Die Dämmschicht 14 liegt an der ersten Betonwandung 11 an, und zwischen der Dämmschicht 14 und der zweiten Betonwandung 12 ist ein freier Zwischenraum 20 gebildet. Figure 2c shows a finished reinforced concrete element 10, which was prepared by a method according to the invention. The reinforced concrete element 10 includes an overhead arranged first concrete wall 11 and a second concrete wall spaced therefrom 12. Between the two concrete walls 11 and 12, an insulating layer 14 is provided. The insulating layer 14 is applied to the first concrete wall 11, and between the insulating layer 14 and the second concrete wall 12, a free space 20 is formed.

Figur 3c zeigt ein alternatives Stahlbetonelement 10. Dies entspricht weitgehend dem Aufbau des Stahlbetonelements nach Figur 2c, wobei der freie Zwischenraum 22 entfällt. Insofern liegt die Dämmschicht 14 nun auch an der zweiten Betonwandung 12 an. Zwischen der Dämmschicht 14 und den daran anliegenden Betonwandungen können beispielsweise Kunststofffolien oder andere Materiallagen angeordnet sein. Figure 3c shows an alternative reinforced concrete element 10. This corresponds largely to the structure of the reinforced concrete element after Figure 2c , wherein the free gap 22 is omitted. In this respect, the insulating layer 14 is now also on the second concrete wall 12. Between the insulating layer 14 and the adjoining concrete walls can be arranged, for example, plastic films or other layers of material.

In der Ausgestaltung nach Figur 2c ist ein Bewehrungskörper 13 in Form eines Stahlbewehrungskorbes gezeigt, sichtbar im Zwischenraum 20. In der Figur 3c ist der Bewehrungskörper 13 vollständig von Beton bzw. der Dämmschicht 14 umschlossen und daher nicht sichtbar.In the embodiment according to Figure 2c a reinforcing body 13 is shown in the form of a steel reinforcement basket, visible in the space 20. In the Figure 3c the reinforcing body 13 is completely enclosed by concrete or the insulating layer 14 and therefore not visible.

Anhand der Figur 1 wird nun ein erster Teil des erfindungsgemäßen Herstellungsverfahrens beschrieben. In Figur 1a ist der Bewehrungskörper 13 in einer ersten Gießform 17 eingelegt. Die erste Gießform 17 wird nun mit flüssigem Beton 22 teilweise aufgefüllt. Der Beton härtet anschließend zur ersten Betonwandung 11 aus, siehe Figur 1b. Ein Abschnitt 13" des Bewehrungskörpers 13 ist nun in die erste Betonwandung 11 eingegossen. Ein anderer Abschnitt 13' des Bewehrungskörpers 13 ragt aus der ersten Betonwandung 11 hervor.Based on FIG. 1 Now, a first part of the manufacturing method according to the invention will be described. In FIG. 1a the reinforcing body 13 is inserted in a first mold 17. The first mold 17 is now partially filled with liquid concrete 22. The concrete then cures to the first concrete wall 11, see FIG. 1b , A section 13 "of the reinforcing body 13 is now cast in the first concrete wall 11. Another section 13 'of the reinforcing body 13 protrudes from the first concrete wall 11.

Anschließend wird das entstehende Element aus erster Betonwandung (11) und Bewehrungskörper (13) umgedreht, sodass der hervorstehende Abschnitt 13' unterseitig der ersten Betonwandung 11 angeordnet ist. Quasi kopfüber wird nun der Bewehrungskörper 13 in eine Schüttung 15 mit definierter Tiefe eingetaucht, die in ein Schüttungsbehältnis 23 eingegeben ist, siehe Figur 1c. Die Schüttung 15 wird durch Sand, insbesondere durch Quarzsand, gebildet. Es wird aber lediglich der Bewehrungskörper 13 mit seinem hervorstehenden Abschnitt 13' in die Schüttung 15 eingetaucht. Die erste Betonwandung 11 bleibt vollständig oberhalb und mit Abstand zur Schüttung 15 angeordnet. Es verbleibt somit ein vertikaler Freiraum 16 zwischen erster Betonwandung 11 und der Schüttung 15 im Schüttungsbehältnis 23, siehe Figur 1d.Subsequently, the resulting element of first concrete wall (11) and reinforcing body (13) is reversed, so that the protruding portion 13 'is arranged on the underside of the first concrete wall 11. Quasi head first now the reinforcing body 13 is immersed in a bed 15 with a defined depth, which is entered into a bed of bulk material 23, see Figure 1c , The bed 15 is formed by sand, in particular by quartz sand. But it is only the reinforcing body 13 with its protruding portion 13 'immersed in the bed 15. The first concrete wall 11 remains completely above and arranged at a distance from the bed 15. There thus remains a vertical space 16 between the first concrete wall 11 and the bed 15 in the hopper 23, see Figure 1d ,

Die Schüttung 15 kann mittels einer Rüttelvorrichtung gerüttelt werden. Insbesondere nach dem Eintauchen des Bewehrungskörpers 13 ist das Rütteln der Schüttung 15 sinnvoll, um so die Schüttung möglichst gleichmäßig zu verteilen und eine möglichst ebene Oberfläche zu erhalten.The bed 15 can be shaken by means of a vibrator. In particular, after immersion of the reinforcing body 13, the shaking of the bed 15 is useful so as to distribute the bed as evenly as possible and to obtain a flat surface as possible.

Der Freiraum 16 wird nun vollständig mit einem fließfähigen Reaktionsgemisch, im vorliegenden Beispiel PU-Schaum aus Polyol und Isocyanat, ausgefüllt. Dabei bzw. anschließend wird das Reaktionsgemisch fest und bildet einen Verbund aus der Dämmschicht 14 mit der ersten Betonwandung 11 und dem Bewehrungskörper, siehe Figur 1e. In Figur 1f ist nun das Zwischenprodukt gezeigt, welches die erste Betonwandung 11, die daran anliegende Dämmschicht 14 und den Bewehrungskörper 13 umfasst.The free space 16 is now completely filled with a flowable reaction mixture, in the present example PU foam made of polyol and isocyanate. In this case, or subsequently, the reaction mixture becomes solid and forms a composite of the insulating layer 14 with the first concrete wall 11 and the reinforcing body, see Figure 1e , In FIG. 1f Now, the intermediate product is shown, which comprises the first concrete wall 11, the adjacent insulating layer 14 and the reinforcing body 13.

Anhand der Figuren 2 (erste Ausgestaltung) und 3 (zweite Ausgestaltung) wird nun die Weiterverarbeitung des Zwischenprodukts nach Figur 1f zum fertigen Stahlbetonelement 10 erläutert. Allerdings kann auch je nach Anwendung bereits das Zwischenprodukt nach Figur 1f ein fertiges Stahlbetonelement darstellen.Based on Figures 2 (first embodiment) and 3 (second embodiment), the further processing of the intermediate product is now after FIG. 1f to the finished reinforced concrete element 10 explained. However, depending on the application already the intermediate product FIG. 1f represent a finished reinforced concrete element.

In der ersten Ausgestaltung wird das Zwischenprodukt in eine zweite Gießform 18 eingesetzt, siehe Figur 3a. Der Bewehrungskörper 13 wird mit seinem hervorstehenden Abschnitt 13' nach unten in die zweite Gießform 18 eingesetzt. Nicht dargestellte Abstandshalter können sicherstellen, dass der Bewehrungskörper 13 grundsätzlich einen gewissen Abstand zum Boden 19 der Gießform 18 aufweist. In Figur 2b ist zu erkennen, dass nun ein Freiraum 21 zwischen der Dämmschicht 14 und dem Boden 19 der Gießform 18 gebildet ist. Hierin wird der hervorstehende Abschnitt 13' des Bewehrungskörpers 13 angeordnet. Dieser Freiraum 21 wird nun mit Beton 22 zumindest teilweise aufgefüllt. Es verbleibt ein Zwischenraum 20, da der Freiraum 21 nur teilweise aufgefüllt wird. Es ist aber auch möglich, dass der Freiraum 21 vollständig aufgefüllt wird. So wird dann auch die zweite Betonwandung 12 in Anlage mit der Dämmschicht 14 gebracht.In the first embodiment, the intermediate product is inserted into a second mold 18, see FIG. 3a , The reinforcing body 13 is inserted with its protruding portion 13 'down into the second mold 18. Spacers, not shown, can ensure that the reinforcing body 13 basically has a certain distance from the bottom 19 of the casting mold 18. In FIG. 2b It can be seen that now a free space 21 between the insulating layer 14 and the bottom 19 of the mold 18 is formed. Herein, the protruding portion 13 'of the reinforcing body 13 is arranged. This space 21 is now at least partially filled with concrete 22. There remains a gap 20, since the space 21 is only partially filled. But it is also possible that the space 21 is completely filled. So then the second concrete wall 12 is brought into contact with the insulating layer 14.

In der zweiten Ausgestaltung wird das Zwischenprodukt nach Figur 1f so in die zweite Gießform 18 eingesetzt, dass der hervorstehende Abschnitt 13' des Bewehrungskörpers 13 nach oben weist und sodass die erste Betonwandung 11 unterhalb der Dämmschicht 14 angeordnet ist, siehe Figur 3a. In Figur 3b ist nun das Zwischenprodukt nach Figur 1f innerhalb der zweiten Gießform 18 gezeigt. Die erste Betonwandung 11 liegt auf dem Boden 19 der zweiten Gießform 18 auf. Nun wird die Gießform 18 von oben mit Beton 22 aufgefüllt. Aufgrund der Schwerkraft legt sich nun der eingefüllte Beton 22 an die Dämmschicht 14 an, so dass in dieser Ausgestaltung es nicht vorgesehen ist, dass ein Zwischenraum 20 zwischen der Dämmschicht und der zweiten Betonwandung 12 entsteht.In the second embodiment, the intermediate product becomes FIG. 1f inserted into the second mold 18, that the protruding portion 13 'of the reinforcing body 13 facing upward and so that the first concrete wall 11 is disposed below the insulating layer 14, see FIG. 3a , In FIG. 3b is now the intermediate after FIG. 1f shown within the second mold 18. The first concrete wall 11 rests on the bottom 19 of the second casting mold 18. Now the mold 18 is filled from above with concrete 22. Due to gravity now puts the filled concrete 22 to the insulating layer 14, so that it is not provided in this embodiment, that a gap 20 between the insulating layer and the second concrete wall 12 is formed.

Es ist nicht erforderlich, dass das Auffüllen der Gießformen 17, 18 mit Beton 22 (Figur 1a, 2b, 3b) oder das Auffüllen des Freiraumes 16 oberhalb der Schüttung 15 mit der Dämmschicht 14 (Figur 1e) zwingend nach dem Einlegen des Bewehrungskörpers 13 zu erfolgen hat. Vielmehr kann der Bewehrungskörper 13 auch in die bereits mit Beton oder der Dämmschicht 14 gefüllte Form eingetaucht werden. Die Gießformen können rüttelfähig sein, um eine Verdichtung des Betons zu erreichen.It is not necessary that the filling of the casting molds 17, 18 with concrete 22 (FIG. FIG. 1a . 2b, 3b ) or the filling of the free space 16 above the bed 15 with the insulating layer 14 (FIG. Figure 1e ) has to be done after inserting the reinforcing body 13 mandatory. Rather, the reinforcing body 13 can be immersed in the already filled with concrete or the insulating layer 14 form. The casting molds can be shaking to achieve a compaction of the concrete.

Die Erfindung beschränkt sich in ihrer Ausführung nicht auf das vorstehend angegebene bevorzugte Ausführungsbeispiel. Vielmehr ist eine Anzahl von Varianten denkbar, welche von der dargestellten Lösung auch bei grundsätzlich anders gearteten Ausführungen Gebrauch macht.The invention is not limited in its execution to the above-mentioned preferred embodiment. Rather, a number of variants is conceivable, which of the solution shown makes use even in fundamentally different versions.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

1111
10 Betonelement erste Betonwandung10 concrete element first concrete wall
1212
zweite Betonwandungsecond concrete wall
1313
Bewehrungskörperreinforcing body
13'13 '
hervorstehender Abschnitt des Bewehrungskörpersprojecting section of the reinforcement body
13"13 "
eingegossener Abschnitt des Bewehrungskörperscast-in section of the reinforcement body
1414
Dämmschichtdamp course
1515
Schüttungfill
1616
vertikaler Freiraumvertical clearance
1717
Gießformmold
1818
Gießformmold
1919
Bodenground
2020
Zwischenraumgap
2121
Freiraumfree space
2222
flüssiger Betonliquid concrete
2323
Schüttungsbehältnisbulk container

Claims (7)

  1. Method for producing a multi-layered reinforced concrete element (10), having at least one first concrete wall (11) in composite with a reinforcement body (13), the concrete element (10) comprising an insulating layer (14) bearing at least indirectly against the first concrete wall (11), and the reinforcement body (13) being designed to project at least partially out of the first concrete wall (11) and to penetrate the insulating layer (14), comprising the following steps:
    - provision of the composite of the first concrete wall (11) with the reinforcement body (13) projecting partially out of this,
    - provision of a heap (15), in particular in an upwardly open heaping container (23),
    - arrangement of the first concrete wall (11), together with the reinforcement body (13) arranged on it, above the surface of the heap (15), in such a way that a projecting portion (13') of the reinforcement body (13) is arranged on the underside of the first concrete wall (11) and is dipped only partially into the heap (15), so that a vertical free space (16) remains between the surface of the heap (15) and the underside of the first concrete wall (11),
    - filling of the free space (16) with a reaction mixture, and
    - setting of the reaction mixture to form the insulating layer (14).
  2. Method according to Claim 1, characterized by the preceding step of the casting and setting of the first concrete wall (11), wherein, by means of the casting, a portion (13") of the reinforcement body (13) is cast into the first concrete wall (11) and a further portion (13') of the reinforcement body (13) projects out of the first concrete wall (11).
  3. Method according to Claim 1 or 2, characterized by the further method steps, provided after the formation of the insulating layer (14):
    - provision of a casting mold (18),
    - insertion of the composite of the first concrete wall (11), of the reinforcement body (13) projecting partially out of this and of the insulating layer (14) formed into the casting mold (18), in particular, already filled with liquid concrete, the projecting portion (13') of the reinforcement body (13) and the insulating layer (14) formed being arranged underneath the first concrete wall (11),
    - filling of the casting mold (18) with liquid concrete (22) if this is not already prefilled with concrete,
    - setting of the second concrete wall (12), into which the projecting portion (13') and the reinforcement body (13) is at least partially cast.
  4. Method according to Claim 3, characterized in that, during the filling of the casting mold (18) with liquid concrete (22) and the generation of the second concrete wall (12), a free space (21) formed between a bottom (19) of the casting mold (18) and the underside of the insulating layer (14) is filled only partially with liquid concrete (22), so that a free interspace (20) is formed between the insulating layer (14) and the second concrete wall (12).
  5. Method according to Claim 3, characterized in that, during the filling of the casting mold (18) with liquid concrete (22) and the generation of the second concrete wall (12), a free space (21), formed between a bottom (19) of the casting mold (18) and the underside of the insulating layer (14), in the casting mold (18) is filled completely with liquid concrete (22), so that the insulating layer (14) and the second concrete wall (12) are formed so as to bear at least indirectly one against the other.
  6. Method according to Claim 1 or 2, characterized by the further method steps, provided after the formation of the insulating layer (14):
    - insertion of the composite of the first concrete wall (11), of the reinforcement body (13) projecting partially out of this and of the insulating layer (14) formed into the casting mold (18), the projecting portion (13') and the insulating layer (14) being arranged above the first concrete wall (11),
    - filling of the casting mold (18) with liquid concrete (22), as a result of which, after setting, a second concrete wall (12) is formed, the projecting portion (13') of the reinforcement body (13) being cast in at least partially and preferably completely with the concrete of the second concrete wall (12).
  7. Method according to one of the abovementioned claims, characterized in that, during the operations of filling the casting molds (18), the first concrete wall (11) and/or the insulating layer (14) are/is oriented essentially horizontally.
EP14705737.6A 2013-02-15 2014-02-10 Method for producing a multilayer, reinforced concrete element Not-in-force EP2956283B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP14705737.6A EP2956283B1 (en) 2013-02-15 2014-02-10 Method for producing a multilayer, reinforced concrete element

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP13155444.6A EP2767373A1 (en) 2013-02-15 2013-02-15 Method for producing a multilayer, reinforced concrete element
PCT/EP2014/052500 WO2014124886A1 (en) 2013-02-15 2014-02-10 Method for producing a multi-layered reinforced concrete element
EP14705737.6A EP2956283B1 (en) 2013-02-15 2014-02-10 Method for producing a multilayer, reinforced concrete element

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EP2956283A1 EP2956283A1 (en) 2015-12-23
EP2956283B1 true EP2956283B1 (en) 2017-02-01

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EP (2) EP2767373A1 (en)
CN (1) CN104981330B (en)
MX (1) MX2015010227A (en)
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WO (1) WO2014124886A1 (en)

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CN110219417B (en) * 2019-05-05 2021-02-12 江苏建筑职业技术学院 High-cohesiveness steel rib and production process thereof

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Publication number Publication date
RU2015139040A (en) 2017-03-22
CN104981330A (en) 2015-10-14
EP2956283A1 (en) 2015-12-23
CN104981330B (en) 2017-09-01
WO2014124886A1 (en) 2014-08-21
EP2767373A1 (en) 2014-08-20
US20150368902A1 (en) 2015-12-24
MX2015010227A (en) 2016-10-26

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