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EP1422356B1 - Prefabricated insulated panel with heating pipes embedded in concrete and method of manufacturing - Google Patents

Prefabricated insulated panel with heating pipes embedded in concrete and method of manufacturing Download PDF

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Publication number
EP1422356B1
EP1422356B1 EP02026013A EP02026013A EP1422356B1 EP 1422356 B1 EP1422356 B1 EP 1422356B1 EP 02026013 A EP02026013 A EP 02026013A EP 02026013 A EP02026013 A EP 02026013A EP 1422356 B1 EP1422356 B1 EP 1422356B1
Authority
EP
European Patent Office
Prior art keywords
concrete
panel
prefabricated component
component according
panels
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.)
Expired - Lifetime
Application number
EP02026013A
Other languages
German (de)
French (fr)
Other versions
EP1422356A1 (en
Inventor
Hans Schwörer
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.)
Schwoerer Haus KG
Original Assignee
Schwoerer Haus KG
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 Schwoerer Haus KG filed Critical Schwoerer Haus KG
Priority to DE20220509U priority Critical patent/DE20220509U1/en
Priority to DE50211117T priority patent/DE50211117D1/en
Priority to EP02026013A priority patent/EP1422356B1/en
Priority to AT02026013T priority patent/ATE376612T1/en
Publication of EP1422356A1 publication Critical patent/EP1422356A1/en
Application granted granted Critical
Publication of EP1422356B1 publication Critical patent/EP1422356B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04C2/049Building 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
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/48Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
    • 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
    • E04C2/044Building 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 of concrete
    • 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
    • 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
    • E04C2/26Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/521Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
    • E04C2/525Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling for heating or cooling

Definitions

  • the invention relates to a prefabricated component for the construction technique in the form of a plate in which two slices of reinforced concrete are held by a plurality of lattice girders at a distance from each other.
  • the respective lattice girder is embedded in the upper and lower disc.
  • the space between the panes is filled with insulating material.
  • the invention relates to a method for producing such a prefabricated component.
  • a prefabricated component according to the preamble of claim 1. Between the two reinforced concrete slices, the room is filled with foamed polyurethane.
  • Such prefabricated component can be used as a ceiling element in prefabricated houses. These ceiling elements can be manufactured as prefabricated large-sized and can be relatively easily and quickly mounted on a construction site. Elaborate concreting work is thus avoided.
  • screed On the construction site screed in the form of a layer of mortar or mastic asphalt of a few centimeters thick is applied to the upper concrete slab. This screed serves as a floor construction and can be provided with a floor publishing. The screed is laid by hand.
  • a floor heating is included as an integral unit in the plate, which can be used as a ceiling element, floor plate or basement ceiling, immediately.
  • a still required by hand in a conventional plate application of screed and any necessary embedding of the heating cables can be omitted in this screed.
  • the plate produced as prefabricated part has a high economy. The overall required work steps are reduced because the installation of screed is eliminated when mounting on site. In addition, such a plate for the user of a prefabricated house has a high level of comfort.
  • the integration of the heating in the upper concrete slab achieves a double technical effect. On the one hand, it serves the comfort of humans by warming the floor. On the other hand, the existing through the heating of the upper concrete disc heat to the fact that insulating material remains dry in the space and penetrated moisture is not critical.
  • a method for producing a prefabricated component for the construction technique in the form of a plate is specified.
  • an edge formwork is erected on the smooth surface of a steel plate.
  • a lattice girder layer as well as the necessary longitudinal and transverse reinforcement is arranged.
  • a lower pane made of reinforced concrete is produced.
  • heating cables for underfloor heating are fastened to the pre-consolidated longitudinal and transverse reinforcement above the lattice girders.
  • an edge formwork for the upper concrete slab is placed on the smooth surface of the same steel plate or another steel plate.
  • an edge formwork for the upper concrete slab is placed on the smooth surface of the same steel plate or another steel plate.
  • the previously manufactured lower concrete disc is rotated by 180 ° immersed in the liquid concrete and this hardened.
  • the two concrete slabs are at a distance from each other with space exclusively through the lattice girders held. Other spacers that absorb static forces to maintain the distance between the two concrete slabs are not required.
  • Fig. 1 shows a schematic, perspective view of a cross section through a prefabricated component, which can be used as a floor slab, floor slab or basement ceiling.
  • the prefabricated component 10 has a lower concrete disc 12, as well as an upper concrete disc 14, which is generally thicker than the lower concrete disc 12.
  • the end portions of lattice girders 16 are concreted together with a direction indicated by a transverse bar 18 reinforcement. Other reinforcing bars are not shown for reasons of clarity.
  • end sections of the same lattice girders 16 are also embedded in the upper concrete disc 14 together with a reinforcement, indicated by a transverse bar 20.
  • a reinforcement indicated by a transverse bar 20.
  • Above the lattice girders 16 are on the reinforcement 20 heating cables 22 a floor heating. They are also embedded in the upper concrete slab 14.
  • the lattice girders 16 hold the two concrete slabs 12, 14 at a distance from each other. Additional spacers are not required.
  • insulating material 24 is filled.
  • an insulating material for example, in the production polyurethane foam filled and cured.
  • the cured PU foam can support the stability of the entire prefabricated part 10 to some extent.
  • polystyrene beads may also be used as the insulating material.
  • Cellulose flakes and / or mineral wool flakes are used.
  • the loose insulating material can be poured, blown in or sucked in.
  • the outwardly facing surface 26 is smooth, so that on this surface 26 directly a floor covering can be applied.
  • a floor covering z As tiles, parquet or plastic floor can be used.
  • Typical dimensions for the finished part are z. B. for the length I about 5 m to 13 m and for the width b 2.5 m to 3.5 m.
  • the lower concrete disc 12 may have a typical thickness d3 of 40 mm to 60 mm, preferably about 50 mm; the distance d2 between the two concrete slabs 12, 14 and thus the thickness of the space for the insulating material is in the range of 130 mm to 170 mm, preferably at about 150 mm; the thickness d1 of the upper concrete disk 14 is in the range of 80 mm to 100 mm, preferably about 90 mm.
  • FIG. 2 shows the method sequence during the production of a prefabricated component according to FIG. 1 in the form of a flowchart.
  • step S1 a steel pallet of a pallet circulation system is provided.
  • step S2 an edge formwork is erected on the smooth surface of the steel pallet.
  • step S3 lattice girders and optionally the lower reinforcement are arranged and connected to one another within the edge formwork.
  • step S4 concrete is poured into the edge formwork, so that the lower end portions of the lattice girders and the lower reinforcement are embedded in concrete.
  • the pallet is conveyed to a drying oven and the concrete is cured.
  • the lower disc made of reinforced concrete is completed.
  • the upper reinforcement and the heating pipes for underfloor heating are fastened to the lattice girders.
  • This reinforcement layer serves as a support plane for fixing the heating cables.
  • an edge formwork for the upper concrete pane is arranged on the smooth surface of the steel plate of another pallet.
  • the prefabricated concrete disc is rotated by 180 °, so that the cast-in lattice girders can be immersed with their outboard end portions in the liquid concrete (step S9).
  • step S10 the pallet is conveyed into the drying oven and the concrete is cured. It thus creates a plate in which the two concrete slabs are held at a distance from each other with space through the lattice girders.
  • step S6 In the space can now be filled by filling, blowing or sucking loose insulating material, such as polystyrene beads, cellulose flakes or mineral wool flakes.
  • insulating material such as polystyrene beads, cellulose flakes or mineral wool flakes.
  • PU foam can be filled in and cured. It is also possible that after making the lower concrete slab filled with PU foam and this is cured. Only then do the work steps mentioned above in step S6 take place.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Sustainable Development (AREA)
  • Building Environments (AREA)
  • Floor Finish (AREA)
  • Panels For Use In Building Construction (AREA)
  • Road Paving Structures (AREA)
  • Steam Or Hot-Water Central Heating Systems (AREA)
  • Resistance Heating (AREA)

Abstract

Building panel comprises two reinforced concrete plates (12, 14). These are held apart by support grids (16) which are embedded in the concrete. The space between the plates is filled with thermal insulation (24) and the upper plate contains embedded pipes (22) for an underfloor heating system.

Description

Die Erfindung betrifft ein Fertigbauteil für die Bautechnik in Form einer Platte, bei der zwei Scheiben aus Stahlbeton durch mehrere Gitterträger im Abstand voneinander gehalten sind. Der jeweilige Gitterträger ist in der oberen und unteren Scheibe einbetoniert. Der Raum zwischen den Scheiben ist mit Dämmaterial ausgefüllt. Weiterhin betrifft die Erfindung ein Verfahren zum Herstellen eines solchen Fertigbauteils.The invention relates to a prefabricated component for the construction technique in the form of a plate in which two slices of reinforced concrete are held by a plurality of lattice girders at a distance from each other. The respective lattice girder is embedded in the upper and lower disc. The space between the panes is filled with insulating material. Furthermore, the invention relates to a method for producing such a prefabricated component.

Aus der EP-A-1 106 745 derselben Anmelderin ist ein Fertigbauteil nach dem Oberbegriff des Anspruchs 1 bekannt. Zwischen den beiden Stahlbeton-Scheiben ist der Raum mit geschäumtem Polyurethan ausgefüllt. Ein solches Fertigbauteil ist als Deckenelement im Fertighausbau einsetzbar. Diese Deckenelemente können als Fertigbauteile großformatig hergestellt werden und lassen sich relativ einfach und schnell auf einer Baustelle montieren. Aufwendige Betonierarbeiten werden somit vermieden. Auf der Baustelle wird auf die obere Betonscheibe Estrich in Form einer Schicht aus Mörtel oder Gußasphalt von einigen Zentimetern Dicke aufgetragen. Dieser Estrich dient als Fußbodenkonstruktion und kann mit einem Bodenverlag versehen werden. Der Estrich wird in Handarbeit verlegt.From the EP-A-1 106 745 The same applicant is known a prefabricated component according to the preamble of claim 1. Between the two reinforced concrete slices, the room is filled with foamed polyurethane. Such prefabricated component can be used as a ceiling element in prefabricated houses. These ceiling elements can be manufactured as prefabricated large-sized and can be relatively easily and quickly mounted on a construction site. Elaborate concreting work is thus avoided. On the construction site screed in the form of a layer of mortar or mastic asphalt of a few centimeters thick is applied to the upper concrete slab. This screed serves as a floor construction and can be provided with a floor publishing. The screed is laid by hand.

Es ist Aufgabe der Erfindung, ein Fertigbauteil für die Bautechnik und ein Herstellungsverfahren hierzu anzugeben, das bei einer einfachen Herstellung verbesserten technischen Anwendungen bringt und die Wirtschaftlichkeit erhöht.It is an object of the invention to provide a prefabricated component for the construction technique and a manufacturing method thereof, which brings improved technical applications with a simple production and increases cost-effectiveness.

Diese Aufgabe wird für ein Fertigbauteil eingangsgenannter Art dadurch gelöst, dass die obere Scheibe aus Stahlbeton in Beton eingebettete Heizleitungen einer Fußbodenheizung enthält.This object is achieved for a prefabricated part of the type mentioned above in that the upper disc of reinforced concrete in concrete embedded heating cables of underfloor heating.

Bei der Erfindung wird in die Platte, die als Deckenelement, Bodenplatte oder als Kellerdecke verwendet werden kann, sogleich eine Fußbodenheizung als integrale Baueinheit einbezogen. Auf diese Weise kann ein bei einer herkömmlichen Platte noch in Handarbeit erforderliches Aufbringen von Estrich und ein gegebenenfalls erforderliches Einbetten der Heizleitungen in diesen Estrich entfallen. Die so gefertigte Platte als Fertigbauteil hat eine hohe Wirtschaftlichkeit. Die insgesamt erforderlichen Arbeitsschritte sind reduziert, da bei der Montage vor Ort das Aufbringen von Estrich entfällt. Außerdem hat eine solche Platte für den Nutzer eines Fertighauses einen hohen Komfort.In the invention, a floor heating is included as an integral unit in the plate, which can be used as a ceiling element, floor plate or basement ceiling, immediately. In this way, a still required by hand in a conventional plate application of screed and any necessary embedding of the heating cables can be omitted in this screed. The plate produced as prefabricated part has a high economy. The overall required work steps are reduced because the installation of screed is eliminated when mounting on site. In addition, such a plate for the user of a prefabricated house has a high level of comfort.

Durch die Integration der Heizung in die obere Betonplatte wird ein doppelter technischer Effekt erreicht. Zum einen dient sie dem Komfort für den Menschen durch Erwärmung des Fußbodens. Zum anderen dient die durch die Aufheizung der oberen Betonscheibe vorhandene Wärme dazu, dass Dämmaterial im Zwischenraum trocken bleibt und eingedrungene Feuchtigkeit unkritisch ist.The integration of the heating in the upper concrete slab achieves a double technical effect. On the one hand, it serves the comfort of humans by warming the floor. On the other hand, the existing through the heating of the upper concrete disc heat to the fact that insulating material remains dry in the space and penetrated moisture is not critical.

Weiterhin wird gemäß der Erfindung ein Verfahren zum Herstellen eines Fertigbauteils für die Bautechnik in Form einer Platte angegeben. Bei diesem Herstellungsverfahren wird auf der glatten Oberfläche einer Stahlplatte eine Randschalung errichtet. Innerhalb dieser Randschalung wird eine Gitterträgerlage sowie die notwendige Längs- und Querbewehrung angeordnet. Durch Einfüllen von Beton in die Randschalung und Aushärten des Betons wird eine untere Scheibe aus Stahlbeton gefertigt. Anschließend werden oberhalb der Gitterträger Heizleitungen für eine Fußbodenheizung auf der vorgefestigten Längs- und Querbewehrung befestigt. Auf der glatten Oberfläche derselben Stahlplatte oder einer weiteren Stahlplatte wird sodann eine Randschalung für die obere Betonscheibe angeordnet. Innerhalb der Randschalung wird Beton aufgeschüttet. Die zuvor gefertigte untere Betonscheibe wird um 180° gedreht in den flüssigen Beton eingetaucht und dieser ausgehärtet. Die beiden Betonscheiben sind in einem Abstand voneinander mit Zwischenraum ausschließlich durch die Gitterträger gehalten. Weitere Abstandhalter, die statische Kräfte zur Aufrechterhaltung des Abstandes zwischen den beiden Betonscheiben aufnehmen, sind nicht erforderlich.Furthermore, according to the invention, a method for producing a prefabricated component for the construction technique in the form of a plate is specified. In this manufacturing process, an edge formwork is erected on the smooth surface of a steel plate. Within this edge formwork a lattice girder layer as well as the necessary longitudinal and transverse reinforcement is arranged. By filling concrete into the edge formwork and hardening the concrete, a lower pane made of reinforced concrete is produced. Subsequently, heating cables for underfloor heating are fastened to the pre-consolidated longitudinal and transverse reinforcement above the lattice girders. On the smooth surface of the same steel plate or another steel plate then an edge formwork for the upper concrete slab is placed. Within the edge formwork concrete is poured. The previously manufactured lower concrete disc is rotated by 180 ° immersed in the liquid concrete and this hardened. The two concrete slabs are at a distance from each other with space exclusively through the lattice girders held. Other spacers that absorb static forces to maintain the distance between the two concrete slabs are not required.

Ausführungsbeispiele der Erfindung werden im Folgenden anhand der Zeichnung erläutert. Darin zeigt

  • Fig. 1 einen Querschnitt durch einen perspektivisch dargestellten Aufbau einer Bodenplatte, und
  • Fig. 2 den Verfahrensablauf in Form eines Flußdiagramms beim Herstellen des Fertigbauteils.
Embodiments of the invention are explained below with reference to the drawing. It shows
  • Fig. 1 shows a cross section through a perspective construction of a bottom plate, and
  • Fig. 2 shows the process flow in the form of a flow chart in the manufacture of the prefabricated component.

Fig. 1 zeigt in einer schematischen, perspektivischen Darstellung einen Querschnitt durch ein Fertigbauteil, das als Bodenplatte, Geschoßdecke oder Kellerdecke verwendet werden kann. Das Fertigbauteil 10 hat eine untere Betonscheibe 12, sowie eine obere Betonscheibe 14, die im Allgemeinen dicker, als die untere Betonscheibe 12 ist. In die untere Betonscheibe 12 sind die Endabschnitte von Gitterträgern 16 zusammen mit einer mit einem Querstab 18 angedeuteten Bewehrung einbetoniert. Weitere Bewehrungsstäbe sind aus Übersichtsgründen nicht eingezeichnet.Fig. 1 shows a schematic, perspective view of a cross section through a prefabricated component, which can be used as a floor slab, floor slab or basement ceiling. The prefabricated component 10 has a lower concrete disc 12, as well as an upper concrete disc 14, which is generally thicker than the lower concrete disc 12. In the lower concrete disc 12, the end portions of lattice girders 16 are concreted together with a direction indicated by a transverse bar 18 reinforcement. Other reinforcing bars are not shown for reasons of clarity.

Endabschnitte derselben Gitterträger 16 sind auch in die obere Betonscheibe 14 zusammen mit einer Bewehrung, angedeutet durch einen Querstab 20 einbetoniert. Oberhalb der Gitterträger 16 liegen auf der Bewehrung 20 Heizleitungen 22 einer Fußbodenheizung auf. Sie sind ebenfalls in die obere Betonscheibe 14 mit einbetoniert. Die Gitterträger 16 halten die beiden Betonscheiben 12, 14 in einem Abstand voneinander. Zusätzliche Abstandhalter sind nicht erforderlich.End sections of the same lattice girders 16 are also embedded in the upper concrete disc 14 together with a reinforcement, indicated by a transverse bar 20. Above the lattice girders 16 are on the reinforcement 20 heating cables 22 a floor heating. They are also embedded in the upper concrete slab 14. The lattice girders 16 hold the two concrete slabs 12, 14 at a distance from each other. Additional spacers are not required.

In den Zwischenraum zwischen den Betonscheiben 12, 14 ist Dämmaterial 24 eingefüllt. Als Dämmaterial wird beispielsweise bei der Herstellung Polyurethan-Ortschaum eingefüllt und ausgehärtet. Der ausgehärtete PU-Schaum kann in einem gewissen Maße die Stabilität des gesamten Fertigbauteils 10 mit unterstützen. Alternativ kann als Dämmaterial auch Polysterol-Kügelchen, Zellulose-Flocken und/oder Mineralwolle-Flocken verwendet werden. Das lose Dämmaterial kann geschüttet, eingeblasen oder eingesaugt werden.In the space between the concrete slabs 12, 14 insulating material 24 is filled. As an insulating material, for example, in the production polyurethane foam filled and cured. The cured PU foam can support the stability of the entire prefabricated part 10 to some extent. Alternatively, polystyrene beads may also be used as the insulating material. Cellulose flakes and / or mineral wool flakes are used. The loose insulating material can be poured, blown in or sucked in.

Die nach außen weisende Oberfläche 26 ist glatt ausgebildet, so dass auf dieser Oberfläche 26 direkt ein Bodenbelag aufgebracht werden kann. Als Bodenbelag können z. B. Fliesen, Parkettboden oder Kunststoffboden verwendet werden.The outwardly facing surface 26 is smooth, so that on this surface 26 directly a floor covering can be applied. As a floor covering z. As tiles, parquet or plastic floor can be used.

Typische Abmessungen für das Fertigbauteil sind z. B. für die Länge I etwa 5 m bis 13 m und für die Breite b 2,5 m bis 3,5 m. Die untere Betonscheibe 12 kann eine typische Dicke d3 von 40 mm bis 60 mm, vorzugsweise von etwa 50 mm haben; der Abstand d2 zwischen den beiden Betonscheiben 12, 14 und damit die Dicke des Raums für das Dämmaterial liegt im Bereich von 130 mm bis 170 mm, vorzugsweise bei etwa 150 mm; die Dicke d1 der oberen Betonscheibe 14 liegt im Bereich von 80 mm bis 100 mm, vorzugsweise bei etwa 90 mm.Typical dimensions for the finished part are z. B. for the length I about 5 m to 13 m and for the width b 2.5 m to 3.5 m. The lower concrete disc 12 may have a typical thickness d3 of 40 mm to 60 mm, preferably about 50 mm; the distance d2 between the two concrete slabs 12, 14 and thus the thickness of the space for the insulating material is in the range of 130 mm to 170 mm, preferably at about 150 mm; the thickness d1 of the upper concrete disk 14 is in the range of 80 mm to 100 mm, preferably about 90 mm.

Weitere Einzelheiten zum Aufbau der Platte 10 sind der EP-A- 1 106 745 derselben Anmelderin zu entnehmen, beispielsweise Angaben über die Bewehrung sowie andere Befestigungselemente. Der Inhalt dieser Patentanmeldung wird hiermit durch Bezugnahme in den Offenbarungsgehalt der vorliegenden Anmeldung einbezogen.Further details about the structure of the plate 10 are the EP-A-1 106 745 the same applicant, for example, information about the reinforcement and other fasteners. The content of this patent application is hereby incorporated by reference into the disclosure of the present application.

Fig. 2 zeigt den Verfahrensablauf beim Herstellen eines Fertigbauteils nach Fig. 1 in Form eines Ablaufdiagramms. Im Schritt S1 wird eine Stahlpalette einer Palettenumlaufanlage bereitgestellt. Im nachfolgenden Schritt S2 wird auf der glatten Oberfläche der Stahlpalette eine Randschalung errichtet.FIG. 2 shows the method sequence during the production of a prefabricated component according to FIG. 1 in the form of a flowchart. In step S1, a steel pallet of a pallet circulation system is provided. In the following step S2, an edge formwork is erected on the smooth surface of the steel pallet.

Im Schritt S3 werden innerhalb der Randschalung Gitterträger und gegebenenfalls die untere Bewehrung angeordnet und miteinander verbunden.In step S3, lattice girders and optionally the lower reinforcement are arranged and connected to one another within the edge formwork.

Im Schritt S4 wird in die Randschalung Beton eingefüllt, so dass die unteren Endabschnitte der Gitterträger und die untere Bewehrung in Beton eingebettet sind.In step S4 concrete is poured into the edge formwork, so that the lower end portions of the lattice girders and the lower reinforcement are embedded in concrete.

Im nächsten Schritt S5 wird die Palette in einen Trockenofen gefördert und der Beton ausgehärtet. Somit ist die untere Scheibe aus Stahlbeton fertiggestellt.In the next step S5, the pallet is conveyed to a drying oven and the concrete is cured. Thus, the lower disc made of reinforced concrete is completed.

Im nächsten Schritt S6 werden auf die Gitterträger die obere Bewehrung und die Heizleitungen für eine Fußbodenheizung befestigt. Diese Bewehrungslage dient als Trägerebene für die Fixierung der Heizleitungen.In the next step S6, the upper reinforcement and the heating pipes for underfloor heating are fastened to the lattice girders. This reinforcement layer serves as a support plane for fixing the heating cables.

In einem weiteren Schritt S7 wird auf der glatten Oberfläche der Stahlplatte einer weiteren Palette eine Randschalung für die obere Betonscheibe angeordnet.In a further step S7, an edge formwork for the upper concrete pane is arranged on the smooth surface of the steel plate of another pallet.

Im nächsten Schritt S8 wird innerhalb dieser Randschalung Beton aufgeschüttet.In the next step S8 concrete is poured within this edge formwork.

Die zuvor gefertigte Betonscheibe wird um 180° gedreht, so dass die einbetonierten Gitterträger mit ihren nach außen stehenden Endabschnitten in den flüssigen Beton eingetaucht werden können (Schritt S9).The prefabricated concrete disc is rotated by 180 °, so that the cast-in lattice girders can be immersed with their outboard end portions in the liquid concrete (step S9).

Anschließend wird im Schritt S10 die Palette in den Trockenofen gefördert und der Beton ausgehärtet. Es entsteht somit eine Platte, bei der die beiden Betonscheiben in einem Abstand voneinander mit Zwischenraum durch die Gitterträger gehalten sind.Subsequently, in step S10, the pallet is conveyed into the drying oven and the concrete is cured. It thus creates a plate in which the two concrete slabs are held at a distance from each other with space through the lattice girders.

In den Zwischenraum kann nun durch Einfüllen, Einblasen oder Einsaugen loses Dämmaterial, wie beispielsweise Polysterol-Kügelchen, Zellulose-Flocken oder Mineralwolle-Flocken eingefüllt werden. Alternativ kann auch PU-Schaum eingefüllt und ausgehärtet werden. Ebenso ist es möglich, dass nach dem Fertigen der unteren Betonscheibe PU-Schaum aufgefüllt und dieser ausgehärtet wird. Erst danach erfolgen die weiter oben im Schritt S6 genannten Arbeitsschritte.In the space can now be filled by filling, blowing or sucking loose insulating material, such as polystyrene beads, cellulose flakes or mineral wool flakes. Alternatively, PU foam can be filled in and cured. It is also possible that after making the lower concrete slab filled with PU foam and this is cured. Only then do the work steps mentioned above in step S6 take place.

Claims (26)

  1. Prefabricated component for structural engineering in the form of a panel,
    wherein two panels (12, 14) of steel reinforced concrete are held at a distance (d2) from each other by a plurality of lattice beams (16),
    the respective lattice beam (16) is concreted in the upper and lower panel (12, 14),
    and wherein the space between the panels (12, 14) is filled with insulating material (24),
    characterised in that the upper panel (14) contains heating pipes (22), embedded in concrete, of underfloor heating.
  2. Prefabricated component according to claim 1, characterised in that at least one of the panels, preferably both panels (12, 14), contain(s) a steel reinforcement (18, 20).
  3. Prefabricated component according to claim 1 or 2, characterised in that polyurethane foam is used as insulating material.
  4. Prefabricated component according to claim 1 or 2, characterised in that polystyrene balls, cellulose flocks and / or mineral wool flocks are provided as insulating material.
  5. Prefabricated component according to one of the preceding claims, characterised in that the surface (26) of the upper concrete panel (14) is formed in such a way that a floor covering is applied directly thereto.
  6. Prefabricated component according to claim 5, characterised in that tiles, carpet, parquet flooring or plastic flooring is / are used as floor covering.
  7. Prefabricated component according to one of the preceding claims, characterised in that it is used as a ceiling element.
  8. Prefabricated component according to one of the preceding claims, characterised in that it is used in housing without a cellar as a floor panel.
  9. Prefabricated component according to one of the preceding claims, characterised in that it is used as a cellar ceiling.
  10. Prefabricated component according to one of the preceding claims, characterised in that it has a width of 2.5 to 3.5 m.
  11. Prefabricated component according to one of the preceding claims, characterised in that it has a length of 5 m to 13 m.
  12. Prefabricated component according to one of the preceding claims, wherein the upper panel (14) with the heating pipes (22) is thicker than the lower panel (12).
  13. Prefabricated component according to one of the preceding claims, characterised in that the lower panel (12) has a thickness of 40 mm to 60 mm, preferably around 50 mm.
  14. Prefabricated component according to one of the preceding claims, characterised in that the upper panel (14) has a thickness of 80 mm to 100 mm, preferably around 90 mm.
  15. Prefabricated component according to one of the preceding claims, characterised in that the distance (d2) between the two panels lies in the region of 130 mm to 170 mm, preferably around 150 mm.
  16. Prefabricated component according to one of the preceding claims, characterised in that the heating pipes (22) lie on the upper reinforcement for the upper panel (14).
  17. Process for producing a prefabricated component for structural engineering in the form of a panel,
    wherein an edge shuttering is provided on the smooth surface of a steel panel,
    lattice beams (16) are arranged within the edge shuttering,
    a lower panel (12) of steel reinforced concrete is produced by filling concrete into the edge shuttering and curing,
    heating pipes (22) for underfloor heating are fixed above the lattice beam (16),
    an edge shuttering for the upper concrete panel (14) is arranged on a smooth surface of a steel panel,
    concrete is poured within the edge shuttering,
    and wherein the lower concrete panel (12) is immersed, rotated by 180°, in the liquid concrete and this is cured,
    wherein the two concrete panels (12, 14) are held at a distance (d2) from each other with intermediate space by the lattice beams (16).
  18. Method according to claim 17, characterised in that the lattice beams (16) in the lower region and / or in the upper region are provided with a steel reinforcement (18, 20).
  19. Method according to claim 17, characterised in that after the concreting and curing of the lower concrete panel (12) polyurethane foam is applied thereto and cured.
  20. Method according to one of the preceding claims, characterised in that after the concreting of the lower and the upper concrete panel (12, 14) insulating material is arranged in the intermediate space between the two concrete panels (12, 14).
  21. Method according to claim 20, characterised in that polystyrene balls, cellulose flocks, mineral wool flocks or polyurethane foam are used as insulating material.
  22. Method according to one of the preceding claims, characterised in that the prefabricated component is used as a ceiling element, a floor panel or a cellar ceiling.
  23. Method according to one of the preceding claims, characterised in that a floor covering is applied directly to the surface (26) of the upper concrete panel (14).
  24. Method according to claim 23, characterised in that tiles, carpet, parquet flooring or plastic flooring is / are used as a floor covering.
  25. Method according to one of the preceding claims, characterised in that the steel panel is part of a pallet which is transported in a pallet circulation system.
  26. Method according to claim 25, characterised in that the pallet circulation system supplies the pallet to a drying oven, in which the concrete is cured and dried.
EP02026013A 2002-11-21 2002-11-21 Prefabricated insulated panel with heating pipes embedded in concrete and method of manufacturing Expired - Lifetime EP1422356B1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE20220509U DE20220509U1 (en) 2002-11-21 2002-11-21 Building panel comprises two reinforced concrete plates held apart by grids embedded in concrete, the space between plates being filled with insulation and upper plate containing pipes for underfloor heating system
DE50211117T DE50211117D1 (en) 2002-11-21 2002-11-21 Prefabricated component with insulating material and heating cables embedded in concrete as well as associated manufacturing process
EP02026013A EP1422356B1 (en) 2002-11-21 2002-11-21 Prefabricated insulated panel with heating pipes embedded in concrete and method of manufacturing
AT02026013T ATE376612T1 (en) 2002-11-21 2002-11-21 PREFABRICATED COMPONENT WITH INSULATING MATERIAL AND HEATING CABLES EMBEDDED IN CONCRETE AND ASSOCIATED MANUFACTURING PROCESS

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP02026013A EP1422356B1 (en) 2002-11-21 2002-11-21 Prefabricated insulated panel with heating pipes embedded in concrete and method of manufacturing

Publications (2)

Publication Number Publication Date
EP1422356A1 EP1422356A1 (en) 2004-05-26
EP1422356B1 true EP1422356B1 (en) 2007-10-24

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ID=32187183

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02026013A Expired - Lifetime EP1422356B1 (en) 2002-11-21 2002-11-21 Prefabricated insulated panel with heating pipes embedded in concrete and method of manufacturing

Country Status (3)

Country Link
EP (1) EP1422356B1 (en)
AT (1) ATE376612T1 (en)
DE (1) DE50211117D1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1610064B1 (en) * 2004-06-23 2011-11-23 REHAU AG + Co Concrete core tempering module and manufacturing process of a concrete core tempering module
DE202008007139U1 (en) 2008-05-28 2009-10-08 Schwörer Haus KG Prefabricated building with wooden beams and integrated heating pipes
EP2767373A1 (en) * 2013-02-15 2014-08-20 Bayer MaterialScience AG Method for producing a multilayer, reinforced concrete element
CN105604239B (en) * 2015-12-28 2018-04-20 宁波工程学院 A kind of foam concrete functionally gradient composite plate and preparation method thereof

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH639166A5 (en) * 1979-03-02 1983-10-31 Hans Dietziker Prefabricated floor element for housing construction and industrial construction, and process for connecting such elements to form a floor
DE29921645U1 (en) * 1999-12-09 2000-02-17 Schwörer Haus KG, 72531 Hohenstein Prefabricated ceiling element with foamed polyurethane

Also Published As

Publication number Publication date
DE50211117D1 (en) 2007-12-06
ATE376612T1 (en) 2007-11-15
EP1422356A1 (en) 2004-05-26

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