EP3662115A1 - Structure having edge reinforcement on profiled rail - Google Patents

Structure having edge reinforcement on profiled rail

Info

Publication number
EP3662115A1
EP3662115A1 EP18740881.0A EP18740881A EP3662115A1 EP 3662115 A1 EP3662115 A1 EP 3662115A1 EP 18740881 A EP18740881 A EP 18740881A EP 3662115 A1 EP3662115 A1 EP 3662115A1
Authority
EP
European Patent Office
Prior art keywords
rail
concrete
longitudinal axis
profile
reinforcing
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.)
Pending
Application number
EP18740881.0A
Other languages
German (de)
French (fr)
Inventor
Peter Gstach
Jakob Kunz
Andrin NIGG
Bernhard Winkler
Philipp GROSSER
Daniele Casucci
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.)
Hilti AG
Original Assignee
Hilti AG
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 Hilti AG filed Critical Hilti AG
Publication of EP3662115A1 publication Critical patent/EP3662115A1/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs

Definitions

  • the invention relates to a building according to claim 1 and a profile rail arrangement according to claim 7.
  • anchor channels known which are poured into a concrete body so that a rail slot of the respective anchor rail appears.
  • Hammer head elements can be anchored in the anchor rail and thus on the concrete body via this rail slot.
  • WO09083002 A1 shows an anchor rail which is provided with additional transverse anchors.
  • the sustainability of the anchor rail especially in the edge region of a concrete body at high shear forces to be improved.
  • Another anchor channel with transverse anchors is evident from EP2907932 A1 (WO14058151 A1).
  • the object of the invention is to achieve particularly high load values in the case of profile rails in a particularly simple and reliable manner, which are embedded in concrete bodies, in particular near the edges, in particular in the case of transverse loads.
  • An inventive structure has:
  • a concrete body having a first surface and an second surface disposed at an angle to the first surface
  • the rail has a rail body with a extending in the direction of the longitudinal axis of the rail rail slot, and wherein the rail on the first surface of the concrete body comes to light, and a reinforcing body, which appears on the second surface of the concrete body, and which at least partially overlaps the rail body, viewed in the direction of the longitudinal axis of the rail.
  • a first basic idea of the invention can be seen in addition to reinforce the concrete body in the vicinity of the edge in addition.
  • the rail body is preceded by a reinforcing body near the edge.
  • This idea of the invention is based on the recognition that with transverse loading of an arranged near the edge rail not the rail itself, but also the surrounding concrete can be load-limiting, since the edge near concrete at transverse load transverse to the rail and the edge may possibly break across the edge , This is where the invention starts and provides with the reinforcement body an element which can counteract this process effectively, so that the load behavior can be improved in a simple manner.
  • the reinforcing body reaches as far as the surface of the concrete body lying in front of the rail body and emerges on this surface.
  • Rail bodies or reinforcing bodies thus appear on surfaces that are separated by the edge.
  • a particularly efficient reinforcement with correspondingly good load values can be achieved here, among other things because a particularly large distance can be reinforced.
  • this embodiment allows a particularly simple positioning of the reinforcing body in the glazing of the concrete body, since the reinforcing body can be easily attached with its projecting later on the second surface contact surface on the provided for Glessen the concrete body shuttering element.
  • the second surface may in particular be arranged at right angles to the first surface.
  • the aforesaid edge is formed between the first surface and the second surface.
  • the longitudinal axis of the rail expediently runs parallel to this edge.
  • the rail is conveniently a C-rail.
  • the rail slot serves to insert hammerhead elements, such as a hammerhead bolt or a sliding block, into the rail body, where the hammerhead element can then be secured by rotation about an axis perpendicular to the rail slot in the rail.
  • the profile rail appears on the first surface, in particular in the region of the rail slot of the profile rail. Under the longitudinal axis of Profile rail can be understood in the usual way in particular that axis with the largest extent.
  • a head element of the reinforcing body described in more detail below emerges on the second surface of the concrete body, and that this head element of the reinforcing body at least partially overlaps the rail body, viewed in the direction of the longitudinal axis of the profile rail.
  • the fact that the reinforcing body, in particular its head element, the profile rail overlaps at least partially considered in the direction of the longitudinal axis of the rail can in particular include that the reinforcing body or its head element of the rail is at least partially transversely upstream and / or that the reinforcing body or its head element at least partially abeam away from the rail.
  • the reinforcing body and / or the head element is preferably made of a metal material, which may be advantageous in terms of the power consumption.
  • the reinforcing body in particular its head element, completely overlaps the rail body, viewed in the direction of the longitudinal axis of the profile rail. Accordingly, therefore, the reinforcing body or its head element is at least as long as the rail, particularly preferably longer than the rail. As a result, the load behavior can be further improved.
  • the reinforcing body preferably has a head element, which, among other things, may allow a particularly simple construction.
  • the reinforcing body has at least one tension element which protrudes from the head element, in particular towards the rail.
  • the tension element is particularly suitable for receiving tensile loads and initiation of tensile loads in the surrounding concrete.
  • the tension element may for example be a round rod, with or without profiling, or a metal band.
  • the tension element can also be referred to as a reinforcing bar.
  • the tension element consists of metal.
  • the at least one tension element is connected to the head element, for example, welded.
  • the tension element can also be arranged longitudinally displaceably on the head element in order to be able to apply a pretension in the tension element. In order to hold the tension element in the prestressed state, a tension nut can be screwed onto the tension element, which is supported on the head element.
  • the at least one tension element crosses the profile rail, in particular when viewed perpendicular to the first surface and / or when viewed perpendicular to a slot plane spanned by the rail slot.
  • the at least one tension element accordingly extends from the second surface behind the rail body, so that a particularly good introduction of force into the concrete body can be provided.
  • the head element is expediently a head plate, preferably a flat cuboid, which may be advantageous in terms of the production effort and the introduction of force.
  • the reinforcing body in particular its head element, at least one passage opening for a fastening pin, for example a nail having, which allows a particularly simple installation of the reinforcing body on the formwork element.
  • the rail has anchors which are arranged on the rail body, that is, that the rail is an anchor rail.
  • the anchors are expediently arranged on a rail slot facing away from the back of the rail body on the rail body.
  • the at least one tension element expediently extends between the anchors and / or crosses the anchor when viewed in the direction of the longitudinal axis of the profile rail.
  • the invention also relates to an existing before the Glessen the concrete body element, namely a suitable pouring into concrete profile rail assembly, with a rail, wherein the rail has a rail body with a extending in the direction of the longitudinal axis of the rail rail slot, and a Reinforcing, which at least partially overlaps the rail, preferably on the head element of the reinforcing body, viewed in the direction of the longitudinal axis of the rail, and having a contact surface for a formwork element.
  • this contact surface of the reinforcing body can be easily positioned before the glazing of the concrete body. After glazing, the contact surface of the reinforcing body can then protrude from a surface of the concrete body.
  • the contact surface for the formwork element preferably extends at an angle, in particular at right angles, to a plane defined by the rail slot slot plane, which is advantageous in terms of the structural design and power transmission in near-edge applications.
  • a further preferred embodiment of the invention is that the reinforcing body - is already connected to the rail before pouring into concrete, ie outside the concrete.
  • the profile rail assembly can be mounted in a particularly simple and reliable manner.
  • the connection of the reinforcement body with the rail can be given in particular to at least one tension element of the reinforcement body.
  • the reinforcing body and the rail can be welded, for example.
  • the reinforcing body can also be separated from the rail, that is loose.
  • the reinforcing body has at least one passage opening for a fastening pin, for example a nail, for fastening the reinforcing body to the formwork element, which can simplify the assembly even further.
  • a fastening pin for example a nail
  • the passage opening emanates from the contact surface.
  • Figure 1 a perspective view of an inventive structure with a concrete body and a novel profile rail assembly, wherein the concrete body is shown transparent;
  • FIG. 2 shows a side view of the profile rail arrangement from FIG. 1 before the glaze of FIG
  • Figure 3 a perspective view analogous to Figure 1 a modified
  • FIG. 1 A first exemplary embodiment of a building according to the invention with a profile rail arrangement according to the invention is shown in FIG.
  • the structure has a concrete body 10 with a first surface 1 1 (in Figure 1, the top) and a second surface 12 (in Figure 1, the left end), wherein the second surface 12 is perpendicular to the first surface 1 1 here. At the transition between the first surface 1 1 and the second surface 12, an edge 13 is formed.
  • the building further comprises a profile rail arrangement, which in turn has a profile rail 20 designed as an anchor rail and a reinforcing body 40.
  • the rail 20 has a C-shaped rail body 25 with a rail slot 26 which extends in the direction of the longitudinal axis 99 of the rail 20, that is its long extension parallel to the longitudinal axis 99 of the rail 20 extends.
  • At rail slot 26 of the rail body 25 is performed undercut.
  • an elongate hammer head element can be inserted through the rail slot 26 into the rail body 25 and fixed to the rail body 25 by rotation about an axis perpendicular to the longitudinal axis 99 of the rail 20.
  • the profiled rail 20 also has a multiplicity (here by way of example of two) of anchors 30 which protrude from the rail body 25 on a rear side of the rail body 25 opposite the rail slot 26.
  • the rail 20 is embedded in the concrete body 10, in such a way that the rail 20 comes to light with its rail slot 26 on the first surface 1 1 of the concrete body 10.
  • the longitudinal axis 99 of the rail 20 preferably extends parallel to the aforementioned edge 13 of the concrete body 10th
  • the reinforcing body 40 has a plate-shaped head element 41 and a plurality of elongated, preferably rod-shaped tension elements 44, which protrude from the head element 41 at the rear.
  • the reinforcing body 40 emerges with its head element 41 on the second surface 12 of the concrete body 10, namely with a front contact surface 43. At this contact surface 43, the head element 41 comes before the Glessen the concrete body 10 in contact with a formwork element for the concrete body 10.
  • the head element 41 of the reinforcing body 40 has, viewed in the direction of the longitudinal axis 99, a greater length than the rail 20, wherein the reinforcing body
  • the rail body 25, viewed in the direction of the longitudinal axis 99 of the rail 20, completely covered, that is viewed in the direction of the longitudinal axis 99 of the rail 20 are the opposite ends of the rail 20 within or at least on the ends of the head member 41st
  • the reinforcing body 40 is arranged so that the contact surface 43 of its head element
  • the tension elements 40 run when viewed perpendicular to the longitudinal axis 99, that is, in the viewing direction realized in FIG. 2, between the anchors 30 and intersect the anchors 30.
  • the reinforcing body 40 reinforces the concrete body 10 in the region of the edge 13 and can in particular counteract premature breakage of the concrete body 10 at transverse loads in the rail 20, in particular perpendicular to the longitudinal axis 99 directed to the second surface 12 toward loads.
  • the rail 20 may optionally have an angle-like stiffening element 60, for example, which stiffens the side wall of the rail body 25 facing the edge 13.
  • Figure 2 shows the profile rail assembly with the rail 20 and the reinforcement body 40 before pouring into the concrete body 10.
  • the reinforcing body 40 and the rail 20 are already before pouring in the same arrangement relative to each other, even after pouring consists.
  • the reinforcing body 40 is preferably already attached to the rail 20 before pouring the profile rail assembly. In the present embodiment, this attachment is realized on the tension elements 44, which are fastened, for example with the anchors 30 or the rail body 25, in particular on the back of the rail body 25, for example, are welded.
  • FIG. 3 shows a modification of the structure of FIG. 1 close to the corner.
  • a second profiled rail arrangement with a second profiled rail 20 'and a second reinforcing body 40' is provided, the two profiled rail arrangements being arranged in a 90 ° relation to one another on the concrete body 10.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention relates to a structure, comprising: a concrete body having a first surface and having a second surface arranged at an angle to the first surface; a profiled rail embedded in the concrete body, the profiled rail having a rail body having a rail slit extending in the direction of the longitudinal axis of the profiled rail, and the profiled rail emerging from the first surface of the concrete body; and a reinforcing body, which emerges from the second surface of the concrete body and which overlaps with the rail body, as observed in the direction of the longitudinal axis of the profiled rail, at least in some regions. The invention further relates to a profiled rail arrangement for such a structure.

Description

Baukörper mit Randbewehrung an Profilschiene  Structure with edge reinforcement on profile rail
Die Erfindung betrifft einen Baukörper gemäss Anspruch 1 und eine Profilschienenanordnung gemäss Anspruch 7. The invention relates to a building according to claim 1 and a profile rail arrangement according to claim 7.
Es sind, beispielsweise aus der W013013876 A1 , Ankerschienen bekannt, die in einen Betonkörper so eingegossen werden, dass ein Schienenschlitz der jeweiligen Ankerschiene zutage tritt. Über diesen Schienenschlitz können Hammerkopfelemente in der Ankerschiene und somit am Betonkörper verankert werden. There are, for example, from W013013876 A1, anchor channels known which are poured into a concrete body so that a rail slot of the respective anchor rail appears. Hammer head elements can be anchored in the anchor rail and thus on the concrete body via this rail slot.
Die WO09083002 A1 zeigt eine Ankerschiene, welche mit zusätzlichen Querankern versehen ist. Hierdurch soll die Tragfähigkeit der Ankerschiene, insbesondere im Kantenbereich eines Betonkörpers bei hohen Querkräften, verbessert werden. Eine weitere Ankerschiene mit Querankern geht aus der EP2907932 A1 (WO14058151 A1 ) hervor. WO09083002 A1 shows an anchor rail which is provided with additional transverse anchors. As a result, the sustainability of the anchor rail, especially in the edge region of a concrete body at high shear forces to be improved. Another anchor channel with transverse anchors is evident from EP2907932 A1 (WO14058151 A1).
Aufgabe der Erfindung ist es, in besonders einfacher und zuverlässiger Art und Weise besonders hohe Lastwerte bei Profilschienen zu erzielen, welche, insbesondere in Kantennähe, in Betonkörpern eingebettet sind, und zwar insbesondere bei Querlasten. The object of the invention is to achieve particularly high load values in the case of profile rails in a particularly simple and reliable manner, which are embedded in concrete bodies, in particular near the edges, in particular in the case of transverse loads.
Die Aufgabe wird erfindungsgemäss durch einen Baukörper mit den Merkmalen des Anspruchs 1 und eine Profilschienenanordnung mit den Merkmalen des Anspruchs 7 gelöst. Bevorzugte Ausführungsformen sind in den abhängigen Ansprüchen angegeben. The object is achieved by a building with the features of claim 1 and a profile rail assembly with the features of claim 7. Preferred embodiments are given in the dependent claims.
Ein erfindungsgemässer Baukörper weist auf: An inventive structure has:
einen Betonkörper mit einer ersten Oberfläche und einer winklig zur ersten Oberfläche angeordneten zweiten Oberfläche,  a concrete body having a first surface and an second surface disposed at an angle to the first surface,
eine in den Betonkörper eingebettete Profilschiene, wobei die Profilschiene einen Schienenkörper mit einem sich in Richtung der Längsachse der Profilschiene erstreckenden Schienenschlitz aufweist, und wobei die Profilschiene auf der ersten Oberfläche des Betonkörpers zutage tritt, und einen Bewehrungskörper, der auf der zweiten Oberfläche des Betonkörpers zutage tritt, und der den Schienenkörper, in Richtung der Längsachse der Profilschiene betrachtet, zumindest bereichsweise überlappt. an embedded in the concrete body rail, wherein the rail has a rail body with a extending in the direction of the longitudinal axis of the rail rail slot, and wherein the rail on the first surface of the concrete body comes to light, and a reinforcing body, which appears on the second surface of the concrete body, and which at least partially overlaps the rail body, viewed in the direction of the longitudinal axis of the rail.
Ein erster Grundgedanke der Erfindung kann darin gesehen werden, den Betonkörper in Kantennähe zusätzlich zu bewehren. Zu diesem Zweck ist nach der Erfindung dem Schienenkörper ein Bewehrungskörper in Kantennähe vorgelagert. Dieser Gedanke der Erfindung basiert auf der Erkenntnis, dass bei Querbelastung einer in Kantennähe angeordneten Profilschiene nicht die Profilschiene selbst, sondern auch der umgebende Beton lastbegrenzend sein kann, da der kantennahe Beton bei Querbelastung quer zur Profilschiene und zur Kante unter Umständen quer zur Kante ausbrechen kann. Hier setzt die Erfindung an und sieht mit dem Bewehrungskörper ein Element vor, welches diesem Vorgang effektiv entgegenwirken kann, so dass das Lastverhalten in einfacher Weise verbessert werden kann. Gemäss einem weiteren Grundgedanken der Erfindung reicht der Bewehrungskörper bis an die vor dem Schienenkörper liegende Oberfläche des Betonkörpers und tritt an dieser Oberfläche zutage. Schienenkörper beziehungsweise Bewehrungskörper treten also an Oberflächen zutage, die durch die Kante getrennt sind. Einerseits kann hiermit eine besonders effiziente Bewehrung mit entsprechend guten Lastwerten erreicht werden, unter anderem da eine besonders grosse Strecke bewehrt werden kann. Andererseits ermöglicht diese Ausgestaltung eine besonders einfache Positionierung des Bewehrungskörpers beim des Glessen des Betonkörpers, da der Bewehrungskörper mit seiner später an der zweiten Oberfläche hervortretenden Kontaktfläche einfach an dem zum Glessen des Betonkörpers vorgesehenen Schalungselement befestigt werden kann. A first basic idea of the invention can be seen in addition to reinforce the concrete body in the vicinity of the edge in addition. For this purpose, according to the invention, the rail body is preceded by a reinforcing body near the edge. This idea of the invention is based on the recognition that with transverse loading of an arranged near the edge rail not the rail itself, but also the surrounding concrete can be load-limiting, since the edge near concrete at transverse load transverse to the rail and the edge may possibly break across the edge , This is where the invention starts and provides with the reinforcement body an element which can counteract this process effectively, so that the load behavior can be improved in a simple manner. According to a further basic concept of the invention, the reinforcing body reaches as far as the surface of the concrete body lying in front of the rail body and emerges on this surface. Rail bodies or reinforcing bodies thus appear on surfaces that are separated by the edge. On the one hand, a particularly efficient reinforcement with correspondingly good load values can be achieved here, among other things because a particularly large distance can be reinforced. On the other hand, this embodiment allows a particularly simple positioning of the reinforcing body in the glazing of the concrete body, since the reinforcing body can be easily attached with its projecting later on the second surface contact surface on the provided for Glessen the concrete body shuttering element.
Die zweite Oberfläche kann insbesondere rechtwinklig zur ersten Oberfläche angeordnet sein. Insbesondere ist zwischen der ersten Oberfläche und der zweiten Oberfläche die vorgenannte Kante gebildet. Die Längsachse der Profilschiene verläuft zweckmässigerweise parallel dieser Kante. The second surface may in particular be arranged at right angles to the first surface. In particular, the aforesaid edge is formed between the first surface and the second surface. The longitudinal axis of the rail expediently runs parallel to this edge.
Die Profilschiene ist zweckmässigerweise eine C-Profilschiene. Der Schienenschlitz dient zum Einführen von Hammerkopfelementen, wie zum Beispiel einer Hammerkopfschraube oder einem Nutenstein, in den Schienenkörper, wo das Hammerkopfelement dann durch Drehung um eine senkrecht zum Schienenschlitz verlaufende Achse in der Profilschiene gesichert werden kann. Die Profilschiene tritt an der ersten Oberfläche zutage, und zwar insbesondere im Bereich des Schienenschlitzes der Profilschiene. Unter der Längsachse der Profilschiene kann in fachüblicher Weise insbesondere diejenige Achse mit der grössten Ausdehnung verstanden werden. The rail is conveniently a C-rail. The rail slot serves to insert hammerhead elements, such as a hammerhead bolt or a sliding block, into the rail body, where the hammerhead element can then be secured by rotation about an axis perpendicular to the rail slot in the rail. The profile rail appears on the first surface, in particular in the region of the rail slot of the profile rail. Under the longitudinal axis of Profile rail can be understood in the usual way in particular that axis with the largest extent.
Insbesondere kann vorgesehen sein, dass ein weiter unten näher beschriebenes Kopfelement des Bewehrungskörpers auf der zweiten Oberfläche des Betonkörpers zutage tritt, und dass dieses Kopfelement des Bewehrungskörpers den Schienenkörper, in Richtung der Längsachse der Profilschiene betrachtet, zumindest bereichsweise überlappt. Der Umstand, dass der Bewehrungskörper, insbesondere sein Kopfelement, die Profilschiene in Richtung der Längsachse der Profilschiene betrachtet zumindest bereichsweise überlappt kann insbesondere beinhalten, dass der Bewehrungskörper beziehungsweise sein Kopfelement der Profilschiene zumindest bereichsweise transversal vorgelagert ist und/oder dass sich der Bewehrungskörper beziehungsweise sein Kopfelement zumindest bereichsweise querab von der Profilschiene befindet. In particular, it can be provided that a head element of the reinforcing body described in more detail below emerges on the second surface of the concrete body, and that this head element of the reinforcing body at least partially overlaps the rail body, viewed in the direction of the longitudinal axis of the profile rail. The fact that the reinforcing body, in particular its head element, the profile rail overlaps at least partially considered in the direction of the longitudinal axis of the rail can in particular include that the reinforcing body or its head element of the rail is at least partially transversely upstream and / or that the reinforcing body or its head element at least partially abeam away from the rail.
Der Bewehrungskörper und/oder das Kopfelement besteht vorzugsweise aus einem Metallmaterial, was im Hinblick auf die Kraftaufnahme vorteilhaft sein kann. The reinforcing body and / or the head element is preferably made of a metal material, which may be advantageous in terms of the power consumption.
Insbesondere für eine weitere Verbesserung des Lastverhaltens kann vorteilhafterweise vorgesehen werden, dass der Bewehrungskörper, insbesondere sein Kopfelement, den Schienenkörper, in Richtung der Längsachse der Profilschiene betrachtet, auf mindestens 50%, vorzugsweise mindestens 75%, der in Richtung der Längsachse der Profilschiene gemessenen Länge der Profilschiene überlappt. Demgemäss ist dann 50% beziehungsweise 75% der Länge der Profilschiene vom Bewehrungskörper, insbesondere seinem Kopfelement, überlappt. In particular, for a further improvement of the load behavior can be advantageously provided that the reinforcing body, in particular its head element, the rail body, viewed in the direction of the longitudinal axis of the rail, at least 50%, preferably at least 75%, measured in the direction of the longitudinal axis of the rail length the rail overlaps. Accordingly, then 50% or 75% of the length of the rail of the reinforcing body, in particular its head element, overlapped.
Besonders bevorzugt ist es, dass der Bewehrungskörper, insbesondere sein Kopfelement, den Schienenkörper, in Richtung der Längsachse der Profilschiene betrachtet, vollständig überlappt. Demgemäss ist also der Bewehrungskörper beziehungsweise sein Kopfelement zumindest genauso lang wie die Profilschiene, besonders bevorzugt länger als die Profilschiene. Hierdurch kann das Lastverhalten noch weiter verbessert werden. It is particularly preferred that the reinforcing body, in particular its head element, completely overlaps the rail body, viewed in the direction of the longitudinal axis of the profile rail. Accordingly, therefore, the reinforcing body or its head element is at least as long as the rail, particularly preferably longer than the rail. As a result, the load behavior can be further improved.
Wie bereits weiter oben erläutert weist der Bewehrungskörper vorzugsweise ein Kopfelement auf, was unter anderem eine besonders einfache Konstruktion ermöglichen kann. As already explained above, the reinforcing body preferably has a head element, which, among other things, may allow a particularly simple construction.
Weiterhin ist es vorteilhaft, dass der Bewehrungskörper zumindest ein Zugelement aufweist, welches vom Kopfelement, insbesondere zur Profilschiene hin, absteht. Hierdurch kann eine noch effektivere Bewehrung erreicht werden. Vorzugsweise sind mehrere solcher Zugelemente vorgesehen. Das Zugelement ist insbesondere zur Aufnahme von Zuglasten und Einleitung der Zuglasten in den umgebenden Beton geeignet. Das Zugelement kann beispielsweise ein Rundstab, mit oder ohne Profilierung, oder ein Metallband sein. Das Zugelement kann auch als Bewehrungsstab bezeichnet werden. Vorzugsweise besteht das Zugelement aus Metall. Insbesondere ist das zumindest eine Zugelement mit dem Kopfelement verbunden, beispielsweise verschweisst. Das Zugelement kann auch längsverschiebbar am Kopfelement angeordnet sein, um im Zugelement eine Vorspannung aufbringen zu können. Um das Zugelement im vorgespannten Zustand zu halten, kann auf das Zugelement eine Spannmutter aufgeschraubt sein, die sich am Kopfelement abstützt. Furthermore, it is advantageous that the reinforcing body has at least one tension element which protrudes from the head element, in particular towards the rail. This allows an even more effective reinforcement can be achieved. Preferably, several such Traction elements provided. The tension element is particularly suitable for receiving tensile loads and initiation of tensile loads in the surrounding concrete. The tension element may for example be a round rod, with or without profiling, or a metal band. The tension element can also be referred to as a reinforcing bar. Preferably, the tension element consists of metal. In particular, the at least one tension element is connected to the head element, for example, welded. The tension element can also be arranged longitudinally displaceably on the head element in order to be able to apply a pretension in the tension element. In order to hold the tension element in the prestressed state, a tension nut can be screwed onto the tension element, which is supported on the head element.
Besonders bevorzugt ist es, dass das zumindest eine Zugelement die Profilschiene, insbesondere bei Blickrichtung senkrecht zur ersten Oberfläche und/oder bei Blickrichtung senkrecht zu einer vom Schienenschlitz aufgespannten Schlitzebene, kreuzt. Das zumindest eine Zugelement reicht demgemäss ausgehend von der zweiten Oberfläche hinter den Schienenkörper, so dass eine besonders gute Krafteinleitung in den Betonkörper gegeben sein kann. It is particularly preferred that the at least one tension element crosses the profile rail, in particular when viewed perpendicular to the first surface and / or when viewed perpendicular to a slot plane spanned by the rail slot. The at least one tension element accordingly extends from the second surface behind the rail body, so that a particularly good introduction of force into the concrete body can be provided.
Das Kopfelement ist zweckmässigerweise eine Kopfplatte, vorzugsweise ein flacher Quader, was im Hinblick auf den Herstellungsaufwand und die Krafteinleitung vorteilhaft sein kann. The head element is expediently a head plate, preferably a flat cuboid, which may be advantageous in terms of the production effort and the introduction of force.
Weiterhin ist es zweckmässig, dass der Bewehrungskörper, insbesondere sein Kopfelement, zumindest eine Durchgangsöffnung für einen Befestigungsstift, beispielsweise einen Nagel, aufweist, was eine besonders einfache Montage des Bewehrungskörpers am Schalungselement ermöglicht. Furthermore, it is expedient that the reinforcing body, in particular its head element, at least one passage opening for a fastening pin, for example a nail having, which allows a particularly simple installation of the reinforcing body on the formwork element.
Besonders bevorzugt ist es, dass die Profilschiene Anker aufweist, welche am Schienenkörper angeordnet sind, dass also die Profilschiene eine Ankerschiene ist. Die Anker sind zweckmässigerweise an einer dem Schienenschlitz abgewandten Rückseite des Schienenkörpers am Schienenkörper angeordnet. Für eine besonders kompakte Konstruktion und eine besonders gute Kraftübertragung verläuft das zumindest eine Zugelement zweckmässigerweise zwischen den Ankern hindurch und/oder kreuzt die Anker bei Blickrichtung in Richtung der Längsachse der Profilschiene. It is particularly preferred that the rail has anchors which are arranged on the rail body, that is, that the rail is an anchor rail. The anchors are expediently arranged on a rail slot facing away from the back of the rail body on the rail body. For a particularly compact construction and a particularly good power transmission, the at least one tension element expediently extends between the anchors and / or crosses the anchor when viewed in the direction of the longitudinal axis of the profile rail.
Die Erfindung betrifft auch ein schon vor dem Glessen des Betonkörpers vorhandenes Element, nämlich eine zum Eingiessen in Beton geeignete Profilschienenanordnung, mit einer Profilschiene, wobei die Profilschiene einen Schienenkörper mit einem sich in Richtung der Längsachse der Profilschiene erstreckenden Schienenschlitz aufweist, und einem Bewehrungskörper, der die Profilschiene, vorzugsweise am Kopfelement des Bewehrungskörpers, in Richtung der Längsachse der Profilschiene betrachtet, zumindest bereichsweise überlappt, und der eine Kontaktfläche für ein Schalungselement aufweist. The invention also relates to an existing before the Glessen the concrete body element, namely a suitable pouring into concrete profile rail assembly, with a rail, wherein the rail has a rail body with a extending in the direction of the longitudinal axis of the rail rail slot, and a Reinforcing, which at least partially overlaps the rail, preferably on the head element of the reinforcing body, viewed in the direction of the longitudinal axis of the rail, and having a contact surface for a formwork element.
Mittels dieser Kontaktfläche kann der Bewehrungskörper vor dem Glessen des Betonkörpers einfach positioniert werden. Nach dem Glessen kann dann die Kontaktfläche des Bewehrungskörpers an einer Oberfläche des Betonkörpers hervortreten. By means of this contact surface of the reinforcing body can be easily positioned before the glazing of the concrete body. After glazing, the contact surface of the reinforcing body can then protrude from a surface of the concrete body.
Die Kontaktfläche für das Schalungselement verläuft vorzugsweise winklig, insbesondere rechtwinklig, zu einer vom Schienenschlitz aufgespannten Schlitzebene, was im Hinblick auf den konstruktiven Aufbau und die Kraftübertragung bei kantennahen Anwendungen vorteilhaft ist. The contact surface for the formwork element preferably extends at an angle, in particular at right angles, to a plane defined by the rail slot slot plane, which is advantageous in terms of the structural design and power transmission in near-edge applications.
Eine weitere bevorzugte Ausgestaltung der Erfindung liegt darin, dass der Bewehrungskörper - bereits vor dem Eingiessen in Beton, also auch ausserhalb des Betons - mit der Profilschiene verbunden ist. Hierdurch kann die Profilschienenanordnung in besonders einfacher und zuverlässiger Weise montiert werden. Die Verbindung des Bewehrungskörpers mit der Profilschiene kann insbesondere an zumindest einem Zugelement des Bewehrungskörpers gegeben sein. Der Bewehrungskörper und die Profilschiene können beispielsweise verschweisst sein. Der Bewehrungskörper kann aber auch von der Profilschiene getrennt, das heisst lose sein. A further preferred embodiment of the invention is that the reinforcing body - is already connected to the rail before pouring into concrete, ie outside the concrete. As a result, the profile rail assembly can be mounted in a particularly simple and reliable manner. The connection of the reinforcement body with the rail can be given in particular to at least one tension element of the reinforcement body. The reinforcing body and the rail can be welded, for example. The reinforcing body can also be separated from the rail, that is loose.
Vorzugsweise weist der Bewehrungskörper zumindest eine Durchgangsöffnung für einen Befestigungsstift, beispielsweise einen Nagel, zum Befestigen des Bewehrungskörpers am Schalungselement auf, was die Montage noch weiter vereinfachen kann. Insbesondere kann vorgesehen werden, dass die Durchgangsöffnung von der Kontaktfläche ausgeht. Preferably, the reinforcing body has at least one passage opening for a fastening pin, for example a nail, for fastening the reinforcing body to the formwork element, which can simplify the assembly even further. In particular, it can be provided that the passage opening emanates from the contact surface.
Merkmale, die im Zusammenhang mit dem erfindungsgemässen Baukörper erläutert werden, können auch bei der erfindungsgemässen Profilschienenanordnung zum Einsatz kommen, so wie auch umgekehrt Merkmale, die im Zusammenhang mit der erfindungsgemässen Profilschienenanordnung erläutert werden, auch beim erfindungsgemässen Baukörper zum Einsatz kommen können. Features that are explained in connection with the inventive structure can also be used in the profile rail arrangement according to the invention, as well as conversely features which are explained in connection with the profile rail arrangement according to the invention can also be used in the building according to the invention.
Die Erfindung wird nachfolgend anhand bevorzugter Ausführungsbeispiele näher erläutert, die schematisch in den beiliegenden Figuren dargestellt sind, wobei einzelne Merkmale der nachfolgend gezeigten Ausführungsbeispiele im Rahmen der Erfindung grundsätzlich einzeln oder in beliebiger Kombination realisiert werden können. In den Figuren zeigen schematisch: Figur 1 : eine perspektivische Darstellung eines erfindungsgemässen Baukörpers mit einem Betonkörper und einer erfindungsgemässen Profilschienenanordnung, wobei der Betonkörper durchsichtig dargestellt ist; The invention will be explained in more detail below with reference to preferred embodiments, which are shown schematically in the accompanying figures, wherein individual features of the embodiments shown below can be realized in the context of the invention, in principle, individually or in any combination. In the figures show schematically: Figure 1: a perspective view of an inventive structure with a concrete body and a novel profile rail assembly, wherein the concrete body is shown transparent;
Figur 2: eine Seitenansicht der Profilschienenanordnung aus Figur 1 vor dem Glessen des FIG. 2 shows a side view of the profile rail arrangement from FIG. 1 before the glaze of FIG
Betonkörpers; und  Concrete body; and
Figur 3: eine perspektivische Darstellung analog Figur 1 einer abgewandelten Figure 3: a perspective view analogous to Figure 1 a modified
Ausgestaltung eines erfindungsgemässen Baukörpers mit einem Betonkörper und mit zwei über Eck angeordneten erfindungsgemässen Profilschienenanordnung.  Embodiment of a building according to the invention with a concrete body and with two profile rail arrangement according to the invention arranged above the corner.
Ein erstes Ausführungsbeispiel eines erfindungsgemässen Baukörpers mit einer erfindungsgemässen Profilschienenanordnung ist in Figur 1 dargestellt. Der Baukörper weist einen Betonkörper 10 mit einer ersten Oberfläche 1 1 (in Figur 1 die Oberseite) und einer zweiten Oberfläche 12 (in Figur 1 die linke Stirnseite) auf, wobei die zweite Oberfläche 12 hier rechtwinklig zur ersten Oberfläche 1 1 verläuft. Am Übergang zwischen der ersten Oberfläche 1 1 und der zweiten Oberfläche 12 ist eine Kante 13 gebildet. A first exemplary embodiment of a building according to the invention with a profile rail arrangement according to the invention is shown in FIG. The structure has a concrete body 10 with a first surface 1 1 (in Figure 1, the top) and a second surface 12 (in Figure 1, the left end), wherein the second surface 12 is perpendicular to the first surface 1 1 here. At the transition between the first surface 1 1 and the second surface 12, an edge 13 is formed.
Der Baukörper weist ferner eine Profilschienenanordnung auf, welche ihrerseits eine als Ankerschiene ausgebildete Profilschiene 20 und einen Bewehrungskörper 40 aufweist. Die Profilschiene 20 weist einen C-förmigen Schienenkörper 25 mit einem Schienenschlitz 26 auf, welcher sich in Richtung der Längsachse 99 der Profilschiene 20 erstreckt, das heisst dessen lange Ausdehnung parallel zur Längsachse 99 der Profilschiene 20 verläuft. Am Schienenschlitz 26 ist der Schienenkörper 25 hinterschnitten ausgeführt. Somit kann ein längliches Hammerkopfelement durch den Schienenschlitz 26 in den Schienenkörper 25 eingeführt werden und durch Drehung um eine senkrecht zur Längsachse 99 der Profilschiene 20 verlaufende Achse am Schienenkörper 25 festgelegt werden. Die Profilschiene 20 weist ferner eine Vielzahl (hier beispielhaft zwei) von Ankern 30 auf, die auf einer dem Schienenschlitz 26 entgegengesetzten Rückseite des Schienenkörpers 25 vom Schienenkörper 25 abstehen. The building further comprises a profile rail arrangement, which in turn has a profile rail 20 designed as an anchor rail and a reinforcing body 40. The rail 20 has a C-shaped rail body 25 with a rail slot 26 which extends in the direction of the longitudinal axis 99 of the rail 20, that is its long extension parallel to the longitudinal axis 99 of the rail 20 extends. At rail slot 26 of the rail body 25 is performed undercut. Thus, an elongate hammer head element can be inserted through the rail slot 26 into the rail body 25 and fixed to the rail body 25 by rotation about an axis perpendicular to the longitudinal axis 99 of the rail 20. The profiled rail 20 also has a multiplicity (here by way of example of two) of anchors 30 which protrude from the rail body 25 on a rear side of the rail body 25 opposite the rail slot 26.
Die Profilschiene 20 ist in den Betonkörper 10 eingebettet, und zwar so, dass die Profilschiene 20 mit ihrem Schienenschlitz 26 an der ersten Oberfläche 1 1 des Betonkörpers 10 zutage tritt. Die Längsachse 99 der Profilschiene 20 verläuft dabei vorzugsweise parallel zur vorgenannten Kante 13 des Betonkörpers 10. Der Bewehrungskörper 40 weist ein plattenförmiges Kopfelement 41 sowie eine Vielzahl von länglichen, vorzugsweise stabförmigen Zugelelementen 44 auf, die rückseitig vom Kopfelement 41 abstehen. Der Bewehrungskörper 40 tritt mit seinem Kopfelement 41 an der zweite Oberfläche 12 des Betonkörpers 10 zutage, nämlich mit einer vorderseitigen Kontaktfläche 43. An dieser Kontaktfläche 43 kommt das Kopfelement 41 vor dem Glessen des Betonkörpers 10 in Kontakt mit einem Schalungselement für den Betonkörper 10. Mittels nicht dargestellten Befestigern, beispielsweise Nägeln, welche durch Durchgangsöffnungen 42 im Kopfelement 41 hindurchgeführt werden, wird das Kopfelement 41 in dieser Position am Schalungselement befestigt. The rail 20 is embedded in the concrete body 10, in such a way that the rail 20 comes to light with its rail slot 26 on the first surface 1 1 of the concrete body 10. The longitudinal axis 99 of the rail 20 preferably extends parallel to the aforementioned edge 13 of the concrete body 10th The reinforcing body 40 has a plate-shaped head element 41 and a plurality of elongated, preferably rod-shaped tension elements 44, which protrude from the head element 41 at the rear. The reinforcing body 40 emerges with its head element 41 on the second surface 12 of the concrete body 10, namely with a front contact surface 43. At this contact surface 43, the head element 41 comes before the Glessen the concrete body 10 in contact with a formwork element for the concrete body 10. Means not shown fasteners, such as nails, which are passed through through holes 42 in the head member 41, the head member 41 is fixed in this position on the formwork element.
Das Kopfelement 41 des Bewehrungskörpers 40 weist, in Richtung der Längsachse 99 betrachtet, eine grössere Länge auf als die Profilschiene 20, wobei der BewehrungskörperThe head element 41 of the reinforcing body 40 has, viewed in the direction of the longitudinal axis 99, a greater length than the rail 20, wherein the reinforcing body
40 den Schienenkörper 25, in Richtung der Längsachse 99 der Profilschiene 20 betrachtet, vollständig überdeckt, das heisst in Richtung der Längsachse 99 der Profilschiene 20 betrachtet liegen die entgegengesetzten Enden der Profilschiene 20 innerhalb oder zumindest auf den Enden des Kopfelements 41 . 40 the rail body 25, viewed in the direction of the longitudinal axis 99 of the rail 20, completely covered, that is viewed in the direction of the longitudinal axis 99 of the rail 20 are the opposite ends of the rail 20 within or at least on the ends of the head member 41st
Der Bewehrungskörper 40 ist so angeordnet, dass die Kontaktfläche 43 seines KopfelementsThe reinforcing body 40 is arranged so that the contact surface 43 of its head element
41 parallel zur zweiten Oberfläche 12 des Betonkörpers 10, senkrecht zur ersten Oberfläche 1 1 des Betonkörpers 10 und/oder senkrecht zu einer vom Schienenschlitz 26 aufgespannten und in der ersten Oberfläche 1 1 verlaufenden Schlitzebene 27 verläuft. Die Zugelemente 40 laufen bei Blick senkrecht zur Längsachse 99, also bei der in Figur 2 verwirklichten Blickrichtung, zwischen den Ankern 30 hindurch und kreuzen die Anker 30. 41 parallel to the second surface 12 of the concrete body 10, perpendicular to the first surface 1 1 of the concrete body 10 and / or perpendicular to a plane defined by the rail slot 26 and extending in the first surface 1 1 slot plane 27 extends. The tension elements 40 run when viewed perpendicular to the longitudinal axis 99, that is, in the viewing direction realized in FIG. 2, between the anchors 30 and intersect the anchors 30.
Der Bewehrungskörper 40 verstärkt den Betonkörper 10 im Bereich der Kante 13 und kann insbesondere einem vorzeitigen Ausbrechen des Betonkörpers 10 bei Querlasten in der Profilschiene 20, insbesondere bei senkrecht zur Längsachse 99 zur zweiten Oberfläche 12 hin gerichteten Lasten, effizient entgegenwirken. The reinforcing body 40 reinforces the concrete body 10 in the region of the edge 13 and can in particular counteract premature breakage of the concrete body 10 at transverse loads in the rail 20, in particular perpendicular to the longitudinal axis 99 directed to the second surface 12 toward loads.
Zur weiteren Verbesserung der Querlastaufnahme kann die Profilschiene 20 fakultativ ein beispielsweise winkelartiges Aussteifungselement 60 aufweisen, welches die der Kante 13 zugewandte Seitenwand des Schienenkörpers 25 aussteift. To further improve the transverse load absorption, the rail 20 may optionally have an angle-like stiffening element 60, for example, which stiffens the side wall of the rail body 25 facing the edge 13.
Figur 2 zeigt die Profilschienenanordnung mit der Profilschiene 20 und dem Bewehrungskörper 40 vor dem Eingiessen in den Betonkörper 10. Wie Figur 2 zeigt, befinden sich der Bewehrungskörper 40 und die Profilschiene 20 schon vor dem Eingiessen in derselben Anordnung relativ zueinander, die auch nach dem Eingiessen besteht. Damit Bewehrungskörper 40 und Profilschiene 20 während der Montage der Profilschienenanordnung zuverlässig in dieser Anordnung verbleiben, ist der Bewehrungskörper 40 vorzugsweise schon vor dem Eingiessen der Profilschienenanordnung an der Profilschiene 20 befestigt. Im vorliegenden Ausführungsbeispiel ist diese Befestigung an den Zugelementen 44 realisiert, die beispielsweise mit den Ankern 30 oder dem Schienenkörper 25, insbesondere an der Rückseite des Schienenkörpers 25, befestigt sind, beispielsweise verschweisst sind. Figure 2 shows the profile rail assembly with the rail 20 and the reinforcement body 40 before pouring into the concrete body 10. As Figure 2 shows, the reinforcing body 40 and the rail 20 are already before pouring in the same arrangement relative to each other, even after pouring consists. In order to Reinforcement body 40 and rail 20 remain reliable during assembly of the profile rail assembly reliably in this arrangement, the reinforcing body 40 is preferably already attached to the rail 20 before pouring the profile rail assembly. In the present embodiment, this attachment is realized on the tension elements 44, which are fastened, for example with the anchors 30 or the rail body 25, in particular on the back of the rail body 25, for example, are welded.
Figur 3 zeigt eine ecknahe Abwandlung des Baukörpers aus Figur 1 . Bei der Ausgestaltung der Figur 3 ist zusätzlich zur oben beschriebenen Profilschienenanordnung eine zweite Profilschienenanordnung mit einer zweiten Profilschiene 20' und einem zweiten Bewehrungskörper 40' vorgesehen, wobei die beiden Profilschienenanordnungen in einer 90°-Relation zueinander am Betonkörper 10 angeordnet sind. Die Längsachsen der beiden Profilschienen 20 beziehungsweise 20' verlaufen rechtwinklig zueinander und die beiden Bewehrungskörper 40 beziehungsweise 40' treten an unterschiedlichen Oberflächen zutage. FIG. 3 shows a modification of the structure of FIG. 1 close to the corner. In the embodiment of FIG. 3, in addition to the profiled rail arrangement described above, a second profiled rail arrangement with a second profiled rail 20 'and a second reinforcing body 40' is provided, the two profiled rail arrangements being arranged in a 90 ° relation to one another on the concrete body 10. The longitudinal axes of the two rails 20 and 20 'are perpendicular to each other and the two reinforcing bodies 40 and 40' occur on different surfaces.

Claims

PATENTANSPRÜCHE
1. Baukörper aufweisend 1st building comprising
- einen Betonkörper (10) mit einer ersten Oberfläche (11 ) und einer winklig zur ersten Oberfläche angeordneten zweiten Oberfläche (12),  a concrete body (10) having a first surface (11) and a second surface (12) arranged at an angle to the first surface,
- eine in den Betonkörper (10) eingebettete Profilschiene (20), wobei die Profilschiene (20) einen Schienenkörper (25) mit einem sich in Richtung der Längsachse (99) der Profilschiene (20) erstreckenden Schienenschlitz (26) aufweist, und wobei die Profilschiene (20) auf der ersten Oberfläche (11) des Betonkörpers (10) zutage tritt, und  a rail (20) embedded in the concrete body (10), the rail (20) having a rail body (25) with a rail slot (26) extending in the direction of the longitudinal axis (99) of the rail (20), and wherein the Profile rail (20) on the first surface (11) of the concrete body (10) comes to light, and
- einen Bewehrungskörper (40), der auf der zweiten Oberfläche (12) des Betonkörpers (10) zutage tritt, und der den Schienenkörper (25), in Richtung der Längsachse (99) der Profilschiene (20) betrachtet, zumindest bereichsweise überlappt.  - A reinforcement body (40) on the second surface (12) of the concrete body (10) comes to light, and the rail body (25), viewed in the direction of the longitudinal axis (99) of the rail (20), at least partially overlapping.
2. Baukörper nach Anspruch 1 , 2. Structure according to claim 1,
dadurch g e k e n n z e i c h n e t,  characterized,
dass der Bewehrungskörper (40) den Schienenkörper (25), in Richtung der Längsachse (99) der Profilschiene (20) betrachtet, vollständig überdeckt.  in that the reinforcing body (40) completely covers the rail body (25), viewed in the direction of the longitudinal axis (99) of the profiled rail (20).
3. Baukörper nach einem der vorstehenden Ansprüche, 3. Building according to one of the preceding claims,
dadurch g e k e n n z e i c h n e t,  characterized,
dass der Bewehrungskörper (40) ein Kopfelement (41) und zumindest ein Zugelement (44) aufweist, welches vom Kopfelement (41) absteht.  in that the reinforcing body (40) has a head element (41) and at least one tension element (44) which protrudes from the head element (41).
4. Baukörper nach Anspruch 3, 4. Structure according to claim 3,
dadurch g e k e n n z e i c h n e t,  characterized,
dass das zumindest eine Zugelement (44) die Profilschiene (20) kreuzt.  the at least one tension element (44) crosses the profile rail (20).
5. Baukörper nach einem der Ansprüche 3 oder 4. 5. Building according to one of claims 3 or 4.
dadurch g e k e n n z e i c h n e t,  characterized,
dass das Kopfelement (41) eine Kopfplatte ist, und/oder  the head element (41) is a top plate, and / or
dass das Kopfelement (41) zumindest eine Durchgangsöffnung (42) für einen Befestigungsstift aufweist. in that the head element (41) has at least one through-opening (42) for a fastening pin.
6. Baukörper nach einem der vorstehenden Ansprüche, 6. Building according to one of the preceding claims,
dadurch g e k e n n z e i c h n e t,  characterized,
dass die Profilschiene (20) Anker (30) aufweist, welche am Schienenkörper (25) angeordnet sind.  in that the profiled rail (20) has anchors (30) which are arranged on the rail body (25).
7. Profilschienenanordnung zum Eingiessen in Beton, mit 7. Profile rail assembly for pouring into concrete, with
- einer Profilschiene (20), wobei die Profilschiene (20) einen Schienenkörper (25) mit einem sich in Richtung der Längsachse (99) der Profilschiene (20) erstreckenden Schienenschlitz (26) aufweist, und  - A rail (20), wherein the rail (20) has a rail body (25) with a in the direction of the longitudinal axis (99) of the rail (20) extending rail slot (26), and
- einem Bewehrungskörper (40), der die Profilschiene (20), in Richtung der Längsachse (99) der Profilschiene (20) betrachtet, zumindest bereichsweise überlappt, und der eine Kontaktfläche (43) für ein Schalungselement aufweist.  - A reinforcing body (40), the profile rail (20), viewed in the direction of the longitudinal axis (99) of the rail (20) overlaps, at least partially, and having a contact surface (43) for a formwork element.
8. Profilschienenanordnung nach Anspruch 7, 8. Profile rail arrangement according to claim 7,
dadurch g e k e n n z e i c h n e t,  characterized,
dass die Kontaktfläche (43) für das Schalungselement winklig zu einer vom Schienenschlitz (26) aufgespannten Schlitzebene (27) verläuft.  in that the contact surface (43) for the formwork element runs at an angle to a slot plane (27) spanned by the rail slot (26).
9. Profilschienenanordnung nach einem der Ansprüche 7 oder 8, 9. Profile rail arrangement according to one of claims 7 or 8,
dadurch g e k e n n z e i c h n e t,  characterized,
dass der Bewehrungskörper (40) mit der Profilschiene (20) verbunden ist.  in that the reinforcing body (40) is connected to the profiled rail (20).
10. Profilschienenanordnung nach einem der Ansprüche 7 bis 9, 10. Profile rail arrangement according to one of claims 7 to 9,
dadurch g e k e n n z e i c h n e t,  characterized,
dass der Bewehrungskörper (40) zumindest eine Durchgangsöffnung (42) für einen Befestigungsstift zum Befestigen des Bewehrungskörpers (40) am Schalungselement aufweist.  in that the reinforcing body (40) has at least one through hole (42) for a fastening pin for fastening the reinforcing body (40) to the formwork element.
EP18740881.0A 2017-08-01 2018-07-25 Structure having edge reinforcement on profiled rail Pending EP3662115A1 (en)

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EP17184149.7A EP3438362A1 (en) 2017-08-01 2017-08-01 Structure having edge reinforcement on profile rails
PCT/EP2018/070160 WO2019025254A1 (en) 2017-08-01 2018-07-25 Structure having edge reinforcement on profiled rail

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CA3069911A1 (en) 2019-02-07
US11118345B2 (en) 2021-09-14
AU2018310564A1 (en) 2019-12-19
EP3438362A1 (en) 2019-02-06
US20210404175A1 (en) 2021-12-30
CN110945192A (en) 2020-03-31
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WO2019025254A1 (en) 2019-02-07
US20200232206A1 (en) 2020-07-23

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