EP1312722B1 - Construction element for a ceiling construction and ceiling construction in a building - Google Patents

Construction element for a ceiling construction and ceiling construction in a building Download PDF

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Publication number
EP1312722B1
EP1312722B1 EP02006846A EP02006846A EP1312722B1 EP 1312722 B1 EP1312722 B1 EP 1312722B1 EP 02006846 A EP02006846 A EP 02006846A EP 02006846 A EP02006846 A EP 02006846A EP 1312722 B1 EP1312722 B1 EP 1312722B1
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EP
European Patent Office
Prior art keywords
layer
structural element
element according
concrete
latticed
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EP02006846A
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German (de)
French (fr)
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EP1312722A2 (en
EP1312722A3 (en
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Peter Dr.-Ing. Maack
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Priority to HRP20020907 priority Critical patent/HRP20020907A2/en
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Publication of EP1312722A3 publication Critical patent/EP1312722A3/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E04C3/294Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element
    • 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
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders

Definitions

  • the invention relates to a component for a ceiling construction in Buildings according to claim 1.
  • a device which consists of a concrete slab consists of a partially embedded lattice girder.
  • the upper strap of the Lattice girder stands out from the plate and points down when the component supported on supports of building walls.
  • a blanket for that underlying projectile is made by using a suitable cladding material is attached to the upper belt.
  • From DE-A-211 4 827 is a generic device or a Ceiling construction has become known.
  • a lower concrete layer is a Lattice girder embedded with its lower flange, the diagonal bars following extend upward to an upper concrete layer into which upper straps of the Bearers are embedded.
  • an insulation board arranged below the flat bottom of the top layer.
  • When manufactured in a box shape first cast the lower layer when embedding the lattice girders. Then, with the help of a suitable support structure the Insulating board held, which forms the base for pouring the upper Layer.
  • the insulation board is used for thermal insulation.
  • the invention is based on the object, a component and a Ceiling construction of the type described to improve that it It can be made easier and more versatile.
  • the upper Layer of concrete or a concrete-like substance as a planar element executed without a protruding reinforcement. It relies on protrusions or ribs of the lower layer with the interposition of an elastic Insulating layer on the ribs or the projections.
  • the projections can for example, the upper straps of lattice girders, whose lower girth in the lower layer is embedded. When using ribs these can be formed integrally with the lower layer.
  • the upper layer forms the screed for the overlying building space, while the lower or second layer represents the ceiling for the floor below. Because the upper layer simply placed on the protrusions or ribs of the lower layer is stored, according to the ceiling construction according to claim 10, the lower Layer for support on a support at opposite Building walls used, while the upper layer to the associated Building wall has a gap.
  • the construction according to the invention has a number of advantages.
  • the Production is particularly easy.
  • Components are the concrete layers with their reinforcement initially separate made, after which they are placed on top of each other.
  • Another advantage of the invention is that the space between upper and lower layer can be used in many ways, such as lines and can accommodate pipes for any installation. In known components, where both lower and upper layers have lattice girders, this is relatively cumbersome to accomplish. Also the introduction of suitable insulating materials designed in the device according to the invention easier.
  • the upper layer in a simple way lines for can accommodate a floor heating.
  • the upper layer is a suitable reinforcement, but these will not be lattice girders as in be known components.
  • the introduction of pipes for underfloor heating is therefore particularly easy.
  • a device usually extends between two spaced supporting walls of the building.
  • the distance of the upper Layer of the walls avoids a sound transmission in the bearing Walls into or into the adjacent walls. Within the upper layer naturally takes place a structure-borne sound transmission. This can become the Example disadvantageous, if the upper layer as a floor in two adjacent spaces of a projectile extends.
  • Component according to the invention can also be a sound transmission here Avoid over the floor by placing the top layer with a separating groove is provided in the area of a wall separating the adjacent rooms.
  • the upper layer can there are two or more physically separate sublayers that already produced on the production side and applied. There where one Sound transmission does not have to be avoided, d. H. within a room, For example, the upper part layers can be welded together in a known manner be set against each other.
  • the upper layer on to suspend the projections or the ribs there are various design options conceivable, the upper layer on to suspend the projections or the ribs.
  • One according to the invention provides that on the upper flange of lattice girders of the lower layer of a profile elastic damping material is applied, for example, an inverted U-shaped Profile.
  • a flat strip be welded on steel, on which a strip of elastic Insulating material is arranged.
  • Another embodiment for depositing the upper layer consists in An embodiment of the invention in that U-shaped support plates on the Top of the lattice girders are placed.
  • the insulating layer is on top applied to the web, for example, also fixed by gluing.
  • the legs of the U-shaped support plates overlap the lattice girder on the Top and lie with their thighs against the outside of the diagonal bars at. Therefore, the profile of the support plates is not strictly U-shaped, but Shaped with slightly divergent legs.
  • Such support plates can in Be spaced apart. You have e.g. a length of 30 to 50 cm. The distance between adjacent support plates can be more than that double the length of a support plate.
  • a simpler Attachment consists according to an embodiment of the invention is that the legs of the support plates have indentations or the like which Undercut the connecting area of the diagonal bars on both sides of the upper belt. This undercut is such that when placing the support plates of above the protrusions formed by the indentations the connection area grabbing the diagonal bars snapping behind.
  • the device When applied to a ceiling construction, the device is after a Embodiment of the invention with the lower layer on top of the building walls superimposed.
  • the overlying storey is the Auflagerung the walls on the lower layer, optionally with interposition an insulating layer.
  • the lower plate of the device according to the invention is supported on top of a wall.
  • the length of a table depends naturally according to the distance between the walls of a building room.
  • the Lattice girders can naturally only within the distance of the upper housing walls be arranged. Therefore, there is a risk that the lower longer Plate does not have sufficient strength in the support area. Therefore, according to the invention a second lattice girder is provided whose node to the Nodes of the first lattice girder are offset. This ensures that that regardless of the intended length of a component sufficient support in the support area, either over the first or the second lattice girder.
  • the latter has a lower one Height as the first and is preferably within the first lattice girder inserted. Its length can be limited, as he especially the Reinforcing support area.
  • the component 10 has a first layer 14 made of concrete and an inner one Reinforcement may have (not shown). Top and bottom of the layer 14 are plane-parallel. In vertical distance to a second plate 16 is arranged, which is also plane-parallel, but a lattice girder 18 conventional Training stops, wherein the substrate 20 is disposed in the layer 16 and the upper belt 22 runs above the layer 16 and upper and lower belt 16, 22 are connected by diagonal struts 24.
  • the upper one is Layer 14 is slightly thicker than the lower layer 16. However, the underlayer 16 is longer than the top layer 14 so that it is on top of a building wall 26 can be stored.
  • the above arranged extension of Building wall 28 is supported by a layer of mortar 30 on top of the Layer 16 from or the lower layer of the device 12.
  • the upper layer 14 has a distance to the wall 28, which is designated 32. This prevents a footfall sound is transmitted from the layer 14 to the wall 28.
  • the upper layer 14 On the top flange 22 extends an elastic insulating layer 34 on which the upper layer 14 rests.
  • the upper layer 14 is therefore only on the Lattice girder 18 stored and otherwise in any way with the lattice girder or the lower layer 16 connected.
  • the lattice girders 18 are shown once (left and right of Fig. 2) and another carrier 36 as possible Alternative. However, the deposition of the upper layer 14 is clearly visible.
  • FIGS. 1 and 2 It is also apparent from FIGS. 1 and 2 that the manufacture of a component as is easy to do in Fig. 1.
  • the layer 16 with the Lattice girder 18 is conventionally manufactured industrially.
  • After production of the plate-like layer 14 this is raised, rotated and lowered onto the lattice girders 18 with a Overlay on the upper belt as described.
  • An additional safeguard against lateral displacement can be omitted, but it may be appropriate to the Stick layer 14 on the insulating layer 34.
  • FIGS. 4 and 5 are two examples of layer 14 deposition shown.
  • Fig. 4 is a profile strip 40 made of an elastic pressure-resistant Insulating material shown, the approximately inverted U-profile and has on The top strap is placed as shown.
  • the layer 14 may be on the top of the strip 40 are stored.
  • FIG. 5 shows how a steel strip 42 is welded to the top flange 22 is placed on a strip 44 made of an elastic insulating material is. On this then the layer 14 is placed. The strip 44 can be glued to the strip 42. Also, a bond between strips 44 and layer 14 take place.
  • the upper layer 14 will usually be slightly smaller than the lower one Layer 16. It can also be formed by individual sublayers, like this will be explained with reference to FIG. 3.
  • 3 is a plan view is shown, whose ceiling is formed by three components, as with reference to FIG. 1 is shown. The division of the floor plan for the rooms above the Ceiling is indicated by walls. It can be seen that the two rooms 50, 52 have a bottom, partially of the plates 10 a, 10 b and 10 d and 10c is formed. To avoid a sound transmission between the individual rooms 50 to 56 takes place, therefore, the upper layers of the Elements 10a to 10c divided according to the room layout.
  • the upper Layer of the component 10 a has three partial layers, the upper layer of the Device 10b also has three layers, while the upper layer of the component 10c has two layers.
  • the Joints between the elements 10a to 10c closed by the elements be joined by welding and the remaining joint with a appropriate means. This is a well-known technique in itself.
  • a first lattice girder 18 is provided comparable to that of FIG. 1, whose lower flange 20 extends in the lower layer 16.
  • the upper chord 22 and a Part of the diagonal bars runs above the lower layer 16 and above an insulating layer 60, which is placed on the lower layer 16.
  • One Another lattice girder 63 in Fig. 6 has a lower flange 62, which is also in the Plate 16 extends and the upper flange 64 extends in the insulating layer 60.
  • the second lattice girder 63 which extends only in the end region of the component shown is inserted into the first lattice girder 18. His knots are on half the length between adjacent nodes of the first lattice girder 18th From Fig.
  • the first lattice girder 18 is sufficiently far in extends the support area on the lower wall 26 and thus for a sufficient Stability ensures. In the lattice girder 18 of FIG. 6, however, this would be not the case.
  • the staggered arrangement of the nodes for the second lattice girder 63 ensures that even with the insufficient position of the first lattice girder 18, the second lattice girder 63 provides sufficient strength as a Node comes to rest in the support area. Since the second lattice girder 63 in essential only for reinforcement in the support area, he needs not over the entire length of the first lattice girder 18 or of the component to extend.
  • the lower layer 16 is above a thin-bed mortar layer 66 at the top the wall 26 supported.
  • the top wall 28 is above a mortar layer 68 on supported the lower layers of adjacent elements.
  • the upper layer 14 is supported by support plates 70 at the top of the lattice girder 18. The construction the support plates goes from the Fign. 7 and 8 show.
  • the support plates 70 are approximately U-shaped with slightly diverging legs 72, 74.
  • the legs 72, 74 overlap the upper flange 20 and the connecting portions the diagonal bars 76, 78 ( Figure 8).
  • the arcuate connection areas are, as usual, laterally welded to the top flange 20.
  • the Legs 72, 74 have indentations 80 at intervals. They are arranged so that the projections formed in this way on the inside of the legs 72, 74 the connecting portions of the diagonal bars 76, 78 engage under, like this is shown in Fig. 8.
  • the support plates 70 on the top the lattice girder 18 are additionallyklippst, wherein the web 82 on the upper flange 20th comes to rest.
  • a strip 84 of an elastomer be glued on.
  • the upper layer 14 is then supported, as shown in FIG. 6 shown.
  • the support plates 70 have a limited Length, e.g. 30 to 50 cm and are arranged at intervals, with the distance can be more than twice the length of a support plate.
  • FIG. 9 differs from FIG. 6 in that the upper Layer 14a lines 90 receives a floor heating.
  • the bedding the upper layer 14a may be as shown in FIG. 6 or according to the other Embodiments, as shown in the other figures performed become.
  • Fig. 9 is also shown how a strip 92 of foam in the gap between upper layer and upper wall 28 is introduced.

Abstract

The construction panel has an upper concrete layer (12) forming a floor surface and a lower concrete layer (16) supporting the first on projections or ribs (18). The upper layer can have an insulation layer (22) between it and the robs. The ribs can be formed integrally with the lower layer, or can be formed by a metal frame (18).

Description

Die Erfindung bezieht sich auf ein Bauelement für eine Deckenkonstruktion in Gebäuden nach dem Anspruch 1.The invention relates to a component for a ceiling construction in Buildings according to claim 1.

Aus GB 2 226 058 ist ein Bauelement bekannt geworden, das aus einer Betonplatte besteht mit einem teilweise eingelassenen Gitterträger. Der Obergurt des Gitterträgers steht aus der Platte heraus und weist nach unten, wenn das Bauelement auf Auflagern von Gebäudewänden abgestützt ist. Eine Decke für das darunterliegende Geschoß wird dadurch hergestellt, daß ein geeignetes Verkleidungsmaterial an dem Obergurt befestigt wird.From GB 2 226 058 a device has become known which consists of a concrete slab consists of a partially embedded lattice girder. The upper strap of the Lattice girder stands out from the plate and points down when the component supported on supports of building walls. A blanket for that underlying projectile is made by using a suitable cladding material is attached to the upper belt.

Aus WO 95/03460 ist ein Bauelement bekannt geworden mit zwei vertikal beabstandeten Betonschichten und Gitterträgern zwischen den Schichten, wobei jeweils ein Gurt des Gitterträgers in eine der Schichten eingelassen ist.From WO 95/03460 a device has become known with two vertically spaced Concrete layers and lattice girders between the layers, wherein in each case a belt of the lattice girder is embedded in one of the layers.

Aus WO 81/02758 ist bekannt geworden, ein Bauelement so auszubilden, daß die vertikal beabstandeten Betonschichten mit jeweils aufeinander zu weisenden Gitterträgern fest gegeneinander verspannt werden. Die Verspannung erfolgt zum Beispiel mit Hilfe von Spannbolzen, wobei zwei Bolzen mit gegenläufigem Gewinde in eine Spannhülse geschraubt sind und die Bolzen jeweils mit einem Gitterträger verbunden sind.From WO 81/02758 it has become known to form a component such that the vertically spaced concrete layers each facing one another Lattice girders are firmly clamped against each other. The tension takes place for example with the help of clamping bolts, with two bolts with opposite Thread are screwed into a clamping sleeve and the bolts each with a Lattice girders are connected.

Aus EP 0 828 033 A2 ist ein Bauelement bekannt geworden mit zwei im vertikalen Abstand angeordneten Betonschichten, die jeweils teilweise Gitterträger aufnehmen. Die vorstehenden Abschnitte der Gitterträger beider Betonschichten sind so ineinander verschränkt angeordnet, daß sie sich nicht gegenseitig berühren. Die Betonschichten sind jeweils in Auflagern der Gebäudewände aufgelagert, wobei die obere Schicht über eine elastische Dämmschicht abgestützt ist, damit sie als dämmender Estrich eingesetzt werden kann.From EP 0 828 033 A2 a component has become known with two in the vertical Spaced concrete layers, each partially lattice girders take up. The protruding sections of the lattice girders of both concrete layers are so interlocked that they do not touch each other. The concrete layers are each supported in supports of the building walls, wherein the upper layer is supported by an elastic insulating layer, so that it can be used as a insulating screed.

Aus DE-A-211 4 827 ist ein gattungsgemäßes Bauelement bzw. eine Deckenkonstruktion bekannt geworden. In eine untere Betonschicht ist ein Gitterträger mit seinem Untergurt eingebettet, dessen Diagonalstäbe sich nach oben zu einer oberen Betonschicht hin erstrecken, in welche Obergurte des Trägers eingebettet sind. Unterhalb der planen Unterseite der oberen Schicht ist eine Dämmplatte angeordnet. Bei der Herstellung in einer Kastenform wird zunächst die untere Schicht gegossen bei Einbettung der Gitterträger. Anschließend wird mit Hilfe einer geeigneten Stützkonstruktion die Dämmplatte gehalten, welche die Unterlage bildet für das Ausgießen der oberen Schicht. Die Dämmplatte dient der Wärmedämmung.From DE-A-211 4 827 is a generic device or a Ceiling construction has become known. In a lower concrete layer is a Lattice girder embedded with its lower flange, the diagonal bars following extend upward to an upper concrete layer into which upper straps of the Bearers are embedded. Below the flat bottom of the top layer is an insulation board arranged. When manufactured in a box shape first cast the lower layer when embedding the lattice girders. Then, with the help of a suitable support structure the Insulating board held, which forms the base for pouring the upper Layer. The insulation board is used for thermal insulation.

Der Erfindung liegt die Aufgabe zugrunde, ein Bauelement und eine Deckenkonstruktion der beschriebenen Art dahingehend zu verbessern, daß es sie einfacher gefertigt werden kann und vielseitiger nutzbar ist.The invention is based on the object, a component and a Ceiling construction of the type described to improve that it It can be made easier and more versatile.

Diese Aufgabe wird durch die Merkmale des Anspruchs 1 bzw. 10 gelöst.This object is solved by the features of claims 1 and 10, respectively.

Bei dem erfindungsgemäßen Bauelement nach Anspruch 1 und 10 ist die obere Schicht aus Beton oder einem betonähnlichen Stoff als planes Element ausgeführt ohne eine vorstehende Bewehrung. Es stützt sich auf Vorsprüngen oder Rippen der unteren Schicht ab unter Zwischenschaltung einer elastischen Dämmschicht auf den Rippen bzw. den Vorsprüngen. Die Vorsprünge können zum Beispiel die Obergurte von Gitterträgern sein, deren Untergurt in der unteren Schicht eingebettet ist. Bei der Verwendung von Rippen können diese einteilig mit der unteren Schicht geformt sein. In the device according to the invention according to claim 1 and 10, the upper Layer of concrete or a concrete-like substance as a planar element executed without a protruding reinforcement. It relies on protrusions or ribs of the lower layer with the interposition of an elastic Insulating layer on the ribs or the projections. The projections can for example, the upper straps of lattice girders, whose lower girth in the lower layer is embedded. When using ribs these can be formed integrally with the lower layer.

Bei dem erfindungsgemäßen Bauelement bildet die obere Schicht den Estrich für den darüberliegenden Gebäuderaum, während die untere oder zweite Schicht die Decke für das darunterliegende Geschoß darstellt. Da die obere Schicht einfach auf den Vorsprüngen oder Rippen der unteren Schicht aufgelegt gelagert ist, ist gemäß der Deckenkonstruktion nach Anspruch 10 die untere Schicht für die Abstützung auf einem Auflager an gegenüberliegenden Gebäudewänden herangezogen, während die obere Schicht zur zugeordneten Gebäudewand einen Abstand hat.In the case of the component according to the invention, the upper layer forms the screed for the overlying building space, while the lower or second layer represents the ceiling for the floor below. Because the upper layer simply placed on the protrusions or ribs of the lower layer is stored, according to the ceiling construction according to claim 10, the lower Layer for support on a support at opposite Building walls used, while the upper layer to the associated Building wall has a gap.

Die erfindungsgemäße Konstruktion weist eine Reihe von Vorteilen auf. Die Fertigung gestaltet sich besonders einfach. Wie bei der Herstellung bekannter Bauelemente werden die Betonschichten mit ihrer Bewehrung zunächst separat hergestellt, wonach sie dann übereinander gelegt werden. Bei der Erfindung braucht lediglich eine Betonscheibe auf zum Beispiel die Gitterträger der zweiten oder unteren Betonschicht aufgelegt zu werden. Weitere Maßnahmen sind nicht erforderlich. Dieser Vorgang ist bei der industriellen Fertigung leicht zu bewerkstelligen.The construction according to the invention has a number of advantages. The Production is particularly easy. As known in the production Components are the concrete layers with their reinforcement initially separate made, after which they are placed on top of each other. In the invention just needs a concrete disc on, for example, the lattice girder of the second or lower concrete layer to be laid. Further measures are not mandatory. This process is easy to do in industrial production accomplish.

Um eine gewisse Seitensicherung für die obere Schicht zu erhalten, wird nach einer Ausgestaltung der Erfindung vorgeschlagen, daß sie auf den Vorsprüngen oder Rippen verklebt wird. Unter Umständen reicht auch die Haftreibung aus zwischen der oberen Schicht und der elastischen Unterlage, die auf den Vorsprüngen oder Rippen aufgebracht ist.In order to obtain a certain side protection for the upper layer, is after an embodiment of the invention proposed that they on the projections or ribs is glued. Under certain circumstances, the static friction is sufficient between the upper layer and the elastic pad resting on the protrusions or ribs is applied.

Ein weiterer Vorteil der Erfindung besteht darin, daß der Raum zwischen oberer und unterer Schicht vielseitig genutzt werden kann, beispielsweise Leitungen und Rohre für beliebige Installationen aufnehmen kann. Bei bekannten Bauelementen, bei denen sowohl untere als auch obere Schicht Gitterträger aufweisen, ist das verhältnismäßig umständlich zu bewerkstelligen. Auch das Einbringen von geeigneten Dämmstoffen gestaltet sich bei dem erfindungsgemäßen Bauelement einfacher.Another advantage of the invention is that the space between upper and lower layer can be used in many ways, such as lines and can accommodate pipes for any installation. In known components, where both lower and upper layers have lattice girders, this is relatively cumbersome to accomplish. Also the introduction of suitable insulating materials designed in the device according to the invention easier.

Ferner ist von Vorteil, daß die obere Schicht in einfacher Weise Leitungen für eine Fußbodenheizung aufnehmen kann. Zwar wird auch die obere Schicht eine geeignete Bewehrung enthalten, dies werden jedoch keine Gitterträger wie bei bekannten Bauelementen sein. Das Einbringen von Leitungen für die Fußbodenheizung gestaltet sich daher besonders einfach.Furthermore, it is advantageous that the upper layer in a simple way lines for can accommodate a floor heating. Although the upper layer is a suitable reinforcement, but these will not be lattice girders as in be known components. The introduction of pipes for underfloor heating is therefore particularly easy.

Ein Bauelement nach der Erfindung erstreckt sich üblicherweise zwischen zwei beabstandeten tragenden Wänden des Gebäudes. Der Abstand der oberen Schicht von den Wänden vermeidet eine Schallübertragung in die tragenden Wände hinein bzw. in die angrenzenden Wände. Innerhalb der oberen Schicht findet naturgemäß eine Körperschallübertragung statt. Diese kann sich zum Beispiel nachteilig auswirken, wenn sich die obere Schicht als Fußboden in zwei benachbarte Räume eines Geschosses erstreckt. Mit Hilfe des erfindungsgemäßen Bauelements läßt sich auch hier eine Schallübertragung über den Boden vermeiden, indem die obere Schicht mit einer trennenden Nut versehen wird in dem Bereich einer die angrenzenden Räume trennenden Wand. Je nach Grundriß und Lage des Bauelements kann daher die obere Schicht aus zwei oder mehr körperlich voneinander getrennten Unterschichten bestehen, die bereits fertigungsseitig hergestellt und aufgebracht werden. Dort wo eine Schallübertragung nicht vermieden werden muß, d. h. innerhalb eines Raumes, können die oberen Teilschichten in bekannter Weise miteinander verschweißt werden, um sie gegeneinander festzulegen.A device according to the invention usually extends between two spaced supporting walls of the building. The distance of the upper Layer of the walls avoids a sound transmission in the bearing Walls into or into the adjacent walls. Within the upper layer naturally takes place a structure-borne sound transmission. This can become the Example disadvantageous, if the upper layer as a floor in two adjacent spaces of a projectile extends. With the help of Component according to the invention can also be a sound transmission here Avoid over the floor by placing the top layer with a separating groove is provided in the area of a wall separating the adjacent rooms. Depending on the layout and position of the component, therefore, the upper layer can there are two or more physically separate sublayers that already produced on the production side and applied. There where one Sound transmission does not have to be avoided, d. H. within a room, For example, the upper part layers can be welded together in a known manner be set against each other.

Es sind verschiedene konstruktive Möglichkeiten denkbar, die obere Schicht auf den Vorsprüngen oder den Rippen aufzulagern. Eine sieht erfindungsgemäß vor, daß auf dem Obergurt von Gitterträgern der unteren Schicht ein Profil aus elastischen Dämmmaterial aufgebracht ist, beispielsweise ein umgekehrt U-förmiges Profil. Alternativ kann auf dem Obergurt der Gitterträger ein Flachstreifen aus Stahl aufgeschweißt sein, auf dem ein Streifen aus elastischem Dämmmaterial angeordnet ist.There are various design options conceivable, the upper layer on to suspend the projections or the ribs. One according to the invention provides that on the upper flange of lattice girders of the lower layer of a profile elastic damping material is applied, for example, an inverted U-shaped Profile. Alternatively, on the upper flange of the lattice girder a flat strip be welded on steel, on which a strip of elastic Insulating material is arranged.

Eine andere Ausführungsform zur Auflagerung der oberen Schicht besteht in einer Ausgestaltung der Erfindung darin, daß U-förmige Tragbleche auf die Oberseite der Gitterträger aufgelegt sind. Die Dämmschicht wird auf die Oberseite des Steges aufgebracht, beispielsweise auch durch Verklebung befestigt. Die Schenkel der U-förmigen Tragbleche übergreifen den Gitterträger an der Oberseite und legen sich mit ihren Schenkeln gegen die Außenseite der Diagonalstäbe an. Daher ist das Profil der Tragbleche nicht streng U-förmig, sondern mit leicht divergierenden Schenkeln geformt. Derartige Tragbleche können im Abstand voneinander angeordnet werden. Sie haben z.B. eine Länge von 30 bis 50 cm. Der Abstand zwischen benachbarten Tragblechen kann mehr als die doppelte Länge eines Tragblechs betragen.Another embodiment for depositing the upper layer consists in An embodiment of the invention in that U-shaped support plates on the Top of the lattice girders are placed. The insulating layer is on top applied to the web, for example, also fixed by gluing. The legs of the U-shaped support plates overlap the lattice girder on the Top and lie with their thighs against the outside of the diagonal bars at. Therefore, the profile of the support plates is not strictly U-shaped, but Shaped with slightly divergent legs. Such support plates can in Be spaced apart. You have e.g. a length of 30 to 50 cm. The distance between adjacent support plates can be more than that double the length of a support plate.

Es ist zwar denkbar, die Tragbleche am Gitterträger zu verschweißen, eine einfachere Befestigung besteht nach einer Ausgestaltung der Erfindung darin, daß die Schenkel der Tragbleche Eindrückungen oder dergleichen aufweisen, die den Verbindungsbereich der Diagonalstäbe zu beiden Seiten des Obergurts untergreifen. Dieser Untergriff ist derart, daß beim Aufsetzen der Tragbleche von oben die durch die Eindrückungen gebildeten Vorsprünge den Verbindungsbereich der Diagonalstäbe schnappend hintergreifen.Although it is conceivable to weld the support plates on the lattice girder, a simpler Attachment consists according to an embodiment of the invention is that the legs of the support plates have indentations or the like which Undercut the connecting area of the diagonal bars on both sides of the upper belt. This undercut is such that when placing the support plates of above the protrusions formed by the indentations the connection area grabbing the diagonal bars snapping behind.

Bei der Anwendung auf eine Deckenkonstruktion ist das Bauelement nach einer Ausgestaltung der Erfindung mit der unteren Schicht auf der Oberseite der Gebäudewände aufgelagert. Für das darüberliegende Geschoß erfolgt die Auflagerung der Wände auf der unteren Schicht, gegebenenfalls unter Zwischenschaltung einer Dämmschicht.When applied to a ceiling construction, the device is after a Embodiment of the invention with the lower layer on top of the building walls superimposed. For the overlying storey is the Auflagerung the walls on the lower layer, optionally with interposition an insulating layer.

Bei der Erfindung stützt sich die untere Platte des erfindungsgemäßen Bauelements auf der Oberseite einer Wand ab. Die Länge einer Tafel richtet sich naturgemäß nach dem Abstand zwischen den Wänden eines Gebäuderaums. Die Gitterträger können naturgemäß nur innerhalb des Abstands der oberen Gehäusewände angeordnet sein. Daher besteht die Gefahr, daß die untere längere Platte keine ausreichende Festigkeit im Auflagerbereich aufweist. Daher ist erfindungsgemäß ein zweiter Gitterträger vorgesehen, dessen Knoten zu den Knoten des ersten Gitterträgers versetzt liegen. Auf diese Weise ist gewährleistet, daß unabhängig von der jeweils vorgesehenen Länge eines Bauelements eine ausreichende Abstützung im Auflagerbereich erfolgt, und zwar entweder über den ersten oder über den zweiten Gitterträger. Der letztere hat eine geringere Höhe als der erste und ist vorzugsweise innerhalb des ersten Gitterträgers eingeschoben. Seine Länge kann begrenzt sein, da er insbesondere den Auflagerbereich verstärken soll.In the invention, the lower plate of the device according to the invention is supported on top of a wall. The length of a table depends naturally according to the distance between the walls of a building room. The Lattice girders can naturally only within the distance of the upper housing walls be arranged. Therefore, there is a risk that the lower longer Plate does not have sufficient strength in the support area. Therefore, according to the invention a second lattice girder is provided whose node to the Nodes of the first lattice girder are offset. This ensures that that regardless of the intended length of a component sufficient support in the support area, either over the first or the second lattice girder. The latter has a lower one Height as the first and is preferably within the first lattice girder inserted. Its length can be limited, as he especially the Reinforcing support area.

Die Erfindung wir nachfolgend anhand von in Zeichnung dargestellten Ausführungsbeispielen näher erläutert.

Fig. 1
zeigt einen Schnitt durch zwei Bauelemente nach der Erfindung mit ihrer Auflagerung auf einer Gebäudewand.
Fig. 2
zeigt einen Schnitt durch die Darstellung nach Fig. 1 entlang der Linie 2-2.
Fig. 3
zeigt die Draufsicht auf den Grundriß eines Gebäudegeschosses deren Boden von Bauelementen nach den Fign. 1 und 2 hergestellt ist.
Fig. 4
zeigt eine Auflagemöglichkeit einer oberen Schicht des Bauelements nach der Erfindung auf einem Gitterträger.
Fig. 5
zeigt eine zweite Ausführungsform für eine Auflage auf einem Gitterträger.
Fig. 6
zeigt eine ähnliche Ansicht wie Fig. 1 mit einer besonderen Auflagerung für die obere Schicht.
Fig. 7
zeigt perspektivisch ein Tragblech für die Auflagerung der oberen Schicht nach Fig. 6.
Fig. 8
zeigt die Anbringung des Tragblechs nach Fig. 7 auf der Oberseite des Gitterträgers.
Fig. 9
zeigt den Endbereich einer Deckenkonstruktion angrenzend an eine Wand mit einer speziellen oberen Schicht.
The invention will be explained in more detail with reference to embodiments shown in the drawing.
Fig. 1
shows a section through two components according to the invention with their Auflagerung on a building wall.
Fig. 2
shows a section through the illustration of FIG. 1 along the line 2-2.
Fig. 3
shows the top view of the floor plan of a building floor whose floor of components according to FIGS. 1 and 2 is made.
Fig. 4
shows a possibility of placing an upper layer of the device according to the invention on a lattice girder.
Fig. 5
shows a second embodiment for a support on a lattice girder.
Fig. 6
shows a similar view as FIG. 1 with a special support for the upper layer.
Fig. 7
shows in perspective a support plate for the Auflagerung the upper layer of Fig. 6.
Fig. 8
shows the attachment of the support plate of FIG. 7 on the top of the lattice girder.
Fig. 9
shows the end portion of a ceiling construction adjacent to a wall with a special top layer.

In Fig. 1 sind zwei Bauelemente 10, 12 angedeutet. Der Aufbau der Bauelemente 10, 12 soll anhand des Bauelements 10 erläutert werden. Das Bauelement 10 weist eine erste Schicht 14 auf, die aus Beton hergestellt ist und eine innere Bewehrung aufweisen kann (nicht gezeigt). Ober- und Unterseite der Schicht 14 sind planparallel. Im vertikalen Abstand dazu ist eine zweite Platte 16 angeordnet, die ebenfalls planparallel ist, jedoch einen Gitterträger 18 herkömmlicher Ausbildung hält, wobei der Untergrund 20 in der Schicht 16 angeordnet ist und der Obergurt 22 oberhalb der Schicht 16 verläuft und Ober- und Untergurt 16, 22 durch Diagonalstreben 24 verbunden sind. Wie erkennbar, ist die obere Schicht 14 etwas dicker als die untere Schicht 16. Die Unterschicht 16 ist jedoch länger als die obere Schicht 14, so daß sie auf der Oberseite einer Gebäudewand 26 aufgelagert werden kann. Die darüber angeordnete Verlängerung der Gebäudewand 28 stützt sich über eine Mörtelschicht 30 auf der Oberseite der Schicht 16 ab bzw. der unteren Schicht des Bauelements 12. Die obere Schicht 14 hat zur Wand 28 einen Abstand, der mit 32 bezeichnet ist. Dadurch ist verhindert, daß ein Trittschall von der Schicht 14 auf die Wand 28 übertragen wird.In Fig. 1, two components 10, 12 are indicated. The structure of the components 10, 12 will be explained with reference to the device 10. The component 10 has a first layer 14 made of concrete and an inner one Reinforcement may have (not shown). Top and bottom of the layer 14 are plane-parallel. In vertical distance to a second plate 16 is arranged, which is also plane-parallel, but a lattice girder 18 conventional Training stops, wherein the substrate 20 is disposed in the layer 16 and the upper belt 22 runs above the layer 16 and upper and lower belt 16, 22 are connected by diagonal struts 24. As can be seen, the upper one is Layer 14 is slightly thicker than the lower layer 16. However, the underlayer 16 is longer than the top layer 14 so that it is on top of a building wall 26 can be stored. The above arranged extension of Building wall 28 is supported by a layer of mortar 30 on top of the Layer 16 from or the lower layer of the device 12. The upper layer 14 has a distance to the wall 28, which is designated 32. This prevents a footfall sound is transmitted from the layer 14 to the wall 28.

Auf dem Obergurt 22 verläuft eine elastische Dämmschicht 34, auf der die obere Schicht 14 aufliegt. Die obere Schicht 14 ist mithin lediglich auf dem Gitterträger 18 abgelegt und sonst in keiner Weise mit dem Gitterträger oder der unteren Schicht 16 verbunden. In Fig. 2 sind einmal die Gitterträger 18 dargestellt (links und rechts von Fig. 2) sowie ein anderer Träger 36 als mögliche Alternative. Die Auflagerung der oberen Schicht 14 ist jedoch gut erkennbar.On the top flange 22 extends an elastic insulating layer 34 on which the upper layer 14 rests. The upper layer 14 is therefore only on the Lattice girder 18 stored and otherwise in any way with the lattice girder or the lower layer 16 connected. In Fig. 2, the lattice girders 18 are shown once (left and right of Fig. 2) and another carrier 36 as possible Alternative. However, the deposition of the upper layer 14 is clearly visible.

Es ist aus Fig. 1 und 2 ferner zu entnehmen, daß die Fertigung eines Bauelements wie das in Fig. 1 einfach zu bewerkstelligen ist. Die Schicht 16 mit dem Gitterträger 18 wird auf industrielle Weise herkömmlich gefertigt. Dasselbe gilt für die plattenartige Schicht 14. Nach Herstellung der plattenartigen Schicht 14 wird diese angehoben, gedreht und auf die Gitterträger 18 abgesenkt mit einer Auflage auf dem Obergurt, wie beschrieben. Eine zusätzliche Sicherung gegen seitlichen Verschieben kann entfallen, es kann jedoch zweckmäßig sein, die Schicht 14 auf der Dämmschicht 34 festzukleben.It is also apparent from FIGS. 1 and 2 that the manufacture of a component as is easy to do in Fig. 1. The layer 16 with the Lattice girder 18 is conventionally manufactured industrially. The same applies for the plate-like layer 14. After production of the plate-like layer 14 this is raised, rotated and lowered onto the lattice girders 18 with a Overlay on the upper belt as described. An additional safeguard against lateral displacement can be omitted, but it may be appropriate to the Stick layer 14 on the insulating layer 34.

In den Fign. 4 und 5 sind zwei Beispiele für eine Auflagerung der Schicht 14 dargestellt. In Fig. 4 ist ein Profilstreifen 40 aus einem elastischen druckfesten Dämmmaterial dargestellt, das annähernd umgekehrt U-Profil hat und das auf den Obergurt aufgelegt ist, wie gezeigt. Die Schicht 14 kann auf der Oberseite des Streifens 40 abgelegt werden.In the Fign. FIGS. 4 and 5 are two examples of layer 14 deposition shown. In Fig. 4 is a profile strip 40 made of an elastic pressure-resistant Insulating material shown, the approximately inverted U-profile and has on The top strap is placed as shown. The layer 14 may be on the top of the strip 40 are stored.

In Fig. 5 ist dargestellt, wie mit dem Obergurt 22 ein Stahlstreifen 42 aufgeschweißt ist, auf dem ein Streifen 44 aus einem elastischen Dämmmaterial aufgelegt ist. Auf diesen wird dann die Schicht 14 aufgelegt. Der Streifen 44 kann mit dem Streifen 42 verklebt sein. Auch kann eine Verklebung zwischen Streifen 44 und Schicht 14 erfolgen.FIG. 5 shows how a steel strip 42 is welded to the top flange 22 is placed on a strip 44 made of an elastic insulating material is. On this then the layer 14 is placed. The strip 44 can be glued to the strip 42. Also, a bond between strips 44 and layer 14 take place.

Die obere Schicht 14 wird üblicherweise etwas kleiner sein als die untere Schicht 16. Sie kann auch von einzelnen Unterschichten gebildet sein, wie dies anhand von Fig. 3 erläutert werden soll. In Fig. 3 ist ein Grundriß dargestellt, dessen Decke von drei Bauelementen gebildet ist, wie dies anhand von Fig. 1 dargestellt ist. Die Aufteilung des Grundrisses für die Räume oberhalb der Decke ist durch Wände angedeutet. Es ist zu erkennen, daß die beiden Räume 50, 52 einen Boden aufweisen, der teilweise von den Platten 10a, 10b bzw. 10d und 10c gebildet ist. Um zu vermeiden, daß eine Schallübertragung zwischen den einzelnen Räumen 50 bis 56 stattfindet, sind daher die oberen Schichten der Elemente 10a bis 10c entsprechend der Raumaufteilung unterteilt. Die obere Schicht des Bauelements 10a weist drei Teilschichten auf, die Oberschicht des Bauelements 10b weist ebenfalls drei Schichten auf, während die obere Schicht des Bauelements 10c zwei Schichten aufweist. Innerhalb der Räume werden die Fugen zwischen den Elementen 10a bis 10c geschlossen, indem die Elemente durch Schweißung verbunden werden und die übrig gebliebene Fuge mit einem geeigneten Mittel ausgefüllt wird. Dies ist an sich eine bekannte Technik.The upper layer 14 will usually be slightly smaller than the lower one Layer 16. It can also be formed by individual sublayers, like this will be explained with reference to FIG. 3. 3 is a plan view is shown, whose ceiling is formed by three components, as with reference to FIG. 1 is shown. The division of the floor plan for the rooms above the Ceiling is indicated by walls. It can be seen that the two rooms 50, 52 have a bottom, partially of the plates 10 a, 10 b and 10 d and 10c is formed. To avoid a sound transmission between the individual rooms 50 to 56 takes place, therefore, the upper layers of the Elements 10a to 10c divided according to the room layout. The upper Layer of the component 10 a has three partial layers, the upper layer of the Device 10b also has three layers, while the upper layer of the component 10c has two layers. Within the rooms, the Joints between the elements 10a to 10c closed by the elements be joined by welding and the remaining joint with a appropriate means. This is a well-known technique in itself.

In Fig. 6 ist ein erster Gitterträger 18 vergleichbar dem nach Fig. 1 vorgesehen, dessen Untergurt 20 in der unteren Schicht 16 verläuft. Der Obergurt 22 und ein Teil der Diagonalstäbe verläuft oberhalb der unteren Schicht 16 und auch oberhalb einer Dämmschicht 60, die auf der unteren Schicht 16 aufgelegt ist. Ein weiterer Gitterträger 63 in Fig. 6 besitzt einen Untergurt 62, der ebenfalls in der Platte 16 verläuft und dessen Obergurt 64 in der Dämmschicht 60 verläuft. Der zweite Gitterträger 63, der sich nur im Endbereich des gezeigten Bauelements befindet, ist in den ersten Gitterträger 18 eingeschoben. Seine Knoten liegen auf der halben Länge zwischen benachbarten Knoten des ersten Gitterträgers 18. Aus Fig. 1 ist zu erkennen, daß der erste Gitterträger 18 sich ausreichend weit in den Auflagerbereich auf der unteren Wand 26 erstreckt und damit für eine ausreichende Stabilität sorgt. Bei dem Gitterträger 18 nach Fig. 6 wäre dies jedoch nicht der Fall. Die versetzte Anordnung der Knoten für den zweiten Gitterträger 63 sorgt nun dafür, daß auch bei der unzureichenden Lage des ersten Gitterträgers 18 der zweite Gitterträger 63 für eine ausreichende Festigkeit sorgt, da ein Knoten im Auflagerbereich zu Liegen kommt. Da der zweite Gitterträger 63 im wesentlichen nur für die Verstärkung im Auflagerbereich dient, braucht er sich nicht über die gesamte Länge des ersten Gitterträgers 18 bzw. des Bauelements zu erstrecken.6, a first lattice girder 18 is provided comparable to that of FIG. 1, whose lower flange 20 extends in the lower layer 16. The upper chord 22 and a Part of the diagonal bars runs above the lower layer 16 and above an insulating layer 60, which is placed on the lower layer 16. One Another lattice girder 63 in Fig. 6 has a lower flange 62, which is also in the Plate 16 extends and the upper flange 64 extends in the insulating layer 60. Of the second lattice girder 63, which extends only in the end region of the component shown is inserted into the first lattice girder 18. His knots are on half the length between adjacent nodes of the first lattice girder 18th From Fig. 1 it can be seen that the first lattice girder 18 is sufficiently far in extends the support area on the lower wall 26 and thus for a sufficient Stability ensures. In the lattice girder 18 of FIG. 6, however, this would be not the case. The staggered arrangement of the nodes for the second lattice girder 63 ensures that even with the insufficient position of the first lattice girder 18, the second lattice girder 63 provides sufficient strength as a Node comes to rest in the support area. Since the second lattice girder 63 in essential only for reinforcement in the support area, he needs not over the entire length of the first lattice girder 18 or of the component to extend.

Die untere Schicht 16 ist über eine Dünnbettmörtelschicht 66 an der Oberseite der Wand 26 abgestützt. Die obere Wand 28 ist über eine Mörtelschicht 68 an den Unterschichten benachbarter Elemente abgestützt. Die obere Schicht 14 ist über Tragbleche 70 an der Oberseite des Gitterträgers 18 abgestützt. Die Konstruktion der Tragbleche geht aus den Fign. 7 und 8 hervor.The lower layer 16 is above a thin-bed mortar layer 66 at the top the wall 26 supported. The top wall 28 is above a mortar layer 68 on supported the lower layers of adjacent elements. The upper layer 14 is supported by support plates 70 at the top of the lattice girder 18. The construction the support plates goes from the Fign. 7 and 8 show.

Die Tragbleche 70 sind annähernd U-förmig mit leicht divergierenden Schenkeln 72, 74. Die Schenkel 72, 74 übergreifen den Obergurt 20 und die Verbindungsbereiche der Diagonalstäbe 76, 78 (Fig. 8). Die bogenförmigen Verbindungsbereiche sind, wie üblich, mit dem Obergurt 20 seitlich verschweißt. Die Schenkel 72, 74 haben in Abständen Eindrückungen 80. Sie sind so angeordnet, daß die auf diese Weise an der Innenseite der Schenkel 72, 74 gebildeten Vorsprünge die Verbindungsbereiche der Diagonalstäbe 76, 78 untergreifen, wie dies in Fig. 8 dargestellt ist. Mithin können die Tragbleche 70 auf die Oberseite der Gitterträger 18 aufgeklippst werden, wobei der Steg 82 auf dem Obergurt 20 zum Liegen kommt. Auf dem Steg 82 kann ein Streifen 84 aus einem Elastomer aufgeklebt sein. Auf diesem stützt sich dann die obere Schicht 14 ab, wie in Fig. 6 dargestellt.The support plates 70 are approximately U-shaped with slightly diverging legs 72, 74. The legs 72, 74 overlap the upper flange 20 and the connecting portions the diagonal bars 76, 78 (Figure 8). The arcuate connection areas are, as usual, laterally welded to the top flange 20. The Legs 72, 74 have indentations 80 at intervals. They are arranged so that the projections formed in this way on the inside of the legs 72, 74 the connecting portions of the diagonal bars 76, 78 engage under, like this is shown in Fig. 8. Thus, the support plates 70 on the top the lattice girder 18 are aufgeklippst, wherein the web 82 on the upper flange 20th comes to rest. On the web 82, a strip 84 of an elastomer be glued on. On top of this, the upper layer 14 is then supported, as shown in FIG. 6 shown.

Wie ferner aus Fig. 6 zu entnehmen, haben die Tragbleche 70 eine begrenzte Länge, von z.B. 30 bis 50 cm und sind in Abständen angeordnet, wobei der Abstand mehr als das Doppelte der Länge eines Tragblechs betragen kann.As further seen in Fig. 6, the support plates 70 have a limited Length, e.g. 30 to 50 cm and are arranged at intervals, with the distance can be more than twice the length of a support plate.

Die Darstellung nach Fig. 9 unterscheidet sich von Fig. 6 dadurch, daß die obere Schicht 14a Leitungen 90 für eine Fußbodenheizung aufnimmt. Die Auflagerung der oberen Schicht 14a kann gemäß Fig. 6 oder auch gemäß den anderen Ausführungsformen, wie sie in den anderen Figuren dargestellt sind, durchgeführt werden.The illustration of FIG. 9 differs from FIG. 6 in that the upper Layer 14a lines 90 receives a floor heating. The bedding the upper layer 14a may be as shown in FIG. 6 or according to the other Embodiments, as shown in the other figures performed become.

In Fig. 9 ist auch gezeigt, wie ein Streifen 92 aus Schaumstoff in den Spalt zwischen oberer Schicht und oberer Wand 28 eingebracht ist.In Fig. 9 is also shown how a strip 92 of foam in the gap between upper layer and upper wall 28 is introduced.

Claims (20)

  1. A structural element for a ceiling construction in buildings that is formed at opposed ends for being supported on a building wall (26), comprising a first self-supporting slab-shaped layer (14) of concrete or concrete-like material that defines the floor of a storey of the building, a second self-supporting slab-shaped layer (16) of concrete or concrete-like material at a vertical distance from the first layer (14) with upwardly facing projections (18) or ribs that defines the ceiling of the underlying storey, characterized in that the upper layer (14) is made to rest, as an element planar at the underside with no projecting reinforcement, on the projections (18) or ribs of the lower layer (16) from top while an elastic insulating course (34, 40, 44) is sandwiched between the underside of the element and the projections (18).
  2. The structural element according to claim 1, characterized in that the ribs are integrally formed with the lower layer.
  3. The structural element according to claim 1, characterized in that the projections are formed by a reinforcement for the lower layer, preferably by latticed beams (18) the lower boom (20) of which extends within the lower layer (16).
  4. The structural element according to claim 3, characterized in that a profile (40) of elastic insulating material is placed on top of the upper boom (22) of the latticed beams (18).
  5. The structural element according to claim 4, characterized in that the profile (40) is inversely U-shaped.
  6. The structural element according to claim 3, characterized in that the upper boom (22) of the latticed beams (18) has welded thereon a flat strip (43) of steel on which strip a strip (44) of elastic insulating material is disposed.
  7. The structural element according to any one of claims 1 to 6, characterized in that the upper layer (14) is secured by adhesive bonding from lateral displacement on the projections or ribs.
  8. The structural element according to any one of claims 1 to 7, characterized in that installation objects such as pipes, conduits or the like are disposed in the space between the upper and lower layers (14, 16).
  9. The structural element according to any one of claims 1 to 7, characterized in that the upper layer (14) accommodates conduits for an underfloor heating.
  10. A ceiling construction in buildings, comprising panel-shaped structural elements (10, 10a, 10b, 10c, 12) which are made to rest at opposed ends on a building wall (26, 28) and each of which has a first self-supporting slab-shaped layer (14) of concrete or concrete-like material and a second self-supporting slab-shaped layer (16) of concrete or concrete-like material at a vertical distance from the first layer, wherein the second layer has upwardly facing projections (18), and wherein the first layer (14) defines the floor for a building storey and the second layer (16) defines the ceiling for the underlying storey, characterized in that the upper layer (14), as an element planar at the underside with no projecting reinforcement, is made to rest on the projections (18) or ribs of the lower layer (16) from top while an elastic insulating course (34) is sandwiched between the underside of the element and the projections (18) or ribs, the element is at a distance (32) from an upper building wall (28), and the lower layer (16) is made to be supported on the upper side of a lower building wall (26).
  11. The ceiling construction according to claim 10, characterized in that the upper layer (14) is composed of two or more separate layer portions which are sized and disposed according to a predetermined pattern.
  12. The ceiling construction according to any one of claim 10 or 11, characterized in that a storey wall (28) is supported on the top surface of the second or lower layer (16) of the structural elements (10, 12) via an insulating layer (30).
  13. The ceiling construction according to any one of claims 10 to 12, characterized in that a strip of flexible material, preferably made from foamed plastic, is disposed between the upper layer (14a) and the adjoining wall (28).
  14. The structural element according to claim 3, characterized in that U-shaped carrying metal sheets (70) are placed onto the top of the upper side of the latticed beams (18) on which the upper layer (14) is made to rest with an insulating layer (84) therebetween.
  15. The structural element according to claim 14, characterized in that the U-shaped carrying metal sheets (70) are disposed at distances.
  16. The structural element according to claim 14 or 15, characterized in that the legs (72, 74) of the carrying metal sheets (70) have depressions (80) or the like which reach out below the connection area of the diagonal bars (76, 78) at either side of the upper boom (22).
  17. The ceiling construction according to any one of claims 1 to 9 or 14 to 16, characterized in that a second latticed beam (63) is provided the lower boom (62) of which extends in the lower slab (16) and the upper boom (64) of which extends at a distance from the upper slab (14) and the joint connections of the first and second latticed beams (18, 63) are arranged at an offset from each other.
  18. The structural element according to claim 17, characterized in that a second latticed beam (63) each is disposed within the first latticed beam (18).
  19. The structural element according to claim 17 or 18, characterized in that the points of connection of the second latticed beam (63) are located each approximately in the centre between adjacent points of connection of the first latticed beam (18).
  20. The structural element according to any one of claims 17 to 19, characterized in that the second latticed beam (63) is of a limited length and is disposed only in the end area between the slabs.
EP02006846A 2001-11-17 2002-03-26 Construction element for a ceiling construction and ceiling construction in a building Expired - Lifetime EP1312722B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
HRP20020907 HRP20020907A2 (en) 2001-11-17 2002-11-15 Construction element for a ceiling construction and ceiling construction in a building

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20118827U 2001-11-17
DE20118827U DE20118827U1 (en) 2001-11-17 2001-11-17 Component for a ceiling construction and ceiling structures in buildings

Publications (3)

Publication Number Publication Date
EP1312722A2 EP1312722A2 (en) 2003-05-21
EP1312722A3 EP1312722A3 (en) 2004-02-04
EP1312722B1 true EP1312722B1 (en) 2005-10-19

Family

ID=7964179

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02006846A Expired - Lifetime EP1312722B1 (en) 2001-11-17 2002-03-26 Construction element for a ceiling construction and ceiling construction in a building

Country Status (3)

Country Link
EP (1) EP1312722B1 (en)
AT (1) ATE307238T1 (en)
DE (2) DE20118827U1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0300203D0 (en) * 2003-01-06 2003-02-05 Arup Group Ltd Flooring system
RU178522U1 (en) * 2017-08-25 2018-04-06 Общество с ограниченной ответственностью "Юниклинкер" Precast monolithic overlap

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2114827A1 (en) * 1971-03-26 1972-10-12 Hubmann, Georg, 8000 München Method for concreting shell-like hollow prefabricated components
SE501459C2 (en) * 1993-07-19 1995-02-20 George Wegler Device for beam storage

Also Published As

Publication number Publication date
DE20118827U1 (en) 2003-04-03
DE50204586D1 (en) 2006-03-02
EP1312722A2 (en) 2003-05-21
ATE307238T1 (en) 2005-11-15
EP1312722A3 (en) 2004-02-04

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