EP2563983A1 - Mounting rail - Google Patents

Mounting rail

Info

Publication number
EP2563983A1
EP2563983A1 EP11700734A EP11700734A EP2563983A1 EP 2563983 A1 EP2563983 A1 EP 2563983A1 EP 11700734 A EP11700734 A EP 11700734A EP 11700734 A EP11700734 A EP 11700734A EP 2563983 A1 EP2563983 A1 EP 2563983A1
Authority
EP
European Patent Office
Prior art keywords
mounting rail
building material
support
profile
embedding
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.)
Granted
Application number
EP11700734A
Other languages
German (de)
French (fr)
Other versions
EP2563983B1 (en
Inventor
Markus Heudorfer
Bernhard Sander
Holger Basche
Bernhard Winkler
Denis Novokshanov
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 EP2563983A1 publication Critical patent/EP2563983A1/en
Application granted granted Critical
Publication of EP2563983B1 publication Critical patent/EP2563983B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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

Definitions

  • the present invention relates to a mounting rail according to the preamble of claim 1, a method for embedding a mounting rail according to the preamble of claim 12 and a building according to the preamble of claim 15.
  • Anchor rails or mounting rails are poured or embedded in the construction technique in concrete, so that only an upper side or an outer region of a supporting profile of the mounting rail is freely accessible.
  • the mounting rail initiates the forces introduced into it by a contact or a connection with the surrounding concrete in the concrete.
  • the mounting rail has generally backward anchor. Centrally attacking forces are generally introduced essentially by the anchors in the concrete. Transverse forces acting on the anchor rail are introduced into the concrete by lateral limbs of the supporting profile of the mounting rail. In the case of large transverse forces, cracks occur and, as a result, a broken block on the concrete. The cracks spread out at different angles in the concrete, with the angle increasing the volume of the broken fragment and thus the pull-out force.
  • a mounting rail which has two longitudinal rails extending in the longitudinal direction, which are interconnected.
  • the half rails are connected to each other by means of connectors, wherein the connectors are preferably designed as a clamp connector.
  • the mounting rail is intended to be embedded in a ceiling or wall of a building.
  • DE 35 31 998 A1 shows a embedable in concrete, designed in cross-section as C-profile anchor rail with anchoring on the rail back anchors in the form of at least end-threaded with bolts on which thread the nuts are screwed, which form the armature wings, said the one-sided screwed-on position of the nut is blocked.
  • the object of the present invention is to provide a mounting rail, a method for embedding a mounting rail and a structure available, in which a possible fragmentary block is large, so that large forces can be absorbed by the mounting rail. This object is achieved with a mounting rail for embedding in a hardenable building material, for.
  • a support profile and preferably a means for attaching at least one attachment to the mounting rail, so that the support profile on the outside of an embedding has a direct connection with the hardenable building material, wherein on the support profile on the outside of the Einbett Scheme a, preferably compressible, Support is attached, so that the support profile on the outside of the Einbett Scheme partly has no direct contact with the hardenable building material.
  • the compressible, preferably elastic, support essentially prevents the transmission of forces from the support profile to the concrete in the region of the support.
  • the support is preferably arranged at an end portion of the supporting profile in the region of the outer region, thereby thereby the forces to be introduced into the building material, in particular Transverse forces, outside of the surface of the building material in the hardenable building material in deeper layers can be introduced.
  • a resultant of the forces introduced into the mounting rail then occurs in deeper building material layers, so that a fragmentary bulkhead having a larger volume can be achieved and greater forces, in particular lateral forces, can be introduced into the mounting rail, without any failure or breakage the hardenable building material occurs.
  • the hardenable building material is mortar or a, preferably mineral, aggregate, z. As gravel or sand, with a binder, eg. As cement or bitumen.
  • the support ends on the upper side at an outer region of the mounting rail or at a distance of less than 5 cm, 3 cm or 1 cm to the outer region of the supporting profile.
  • the support is firmly bonded, in particular by means of an adhesive, attached to the support section and / or the support is in several parts.
  • the support is only partially formed on the outside of the embedding region of the support profile, so that the support profile only partially has no direct contact with the hardenable building material.
  • the support in the direction of a longitudinal axis of the mounting rail is only partially or completely formed and / or the support is only partially or completely formed perpendicular to the longitudinal axis of the mounting rail and / or the embedding has a connection in a direction parallel to the longitudinal axis and no Connection to the hardenable building material and / or the embedding area has a connection in a direction perpendicular to the longitudinal axis and no connection to the hardenable building material.
  • the support is arranged on the outside of the Einbett Scheme the mounting rail strip-shaped.
  • the support is at least partially, in particular completely, made of foam, styrofoam or a fabric, in particular made of plastic.
  • the support profile in cross-section is substantially C-shaped and / or the means comprises for attaching attachments at least one bolt, screw, z.
  • a hook head screw As a hook head screw, a groove, a slot or enclosed by the support profile interior with an opening as a groove or slot.
  • the mounting rail has at least one, preferably a plurality, anchors for embedding in the hardenable building material, and preferably the at least one anchor is fastened to the support profile.
  • the at least one armature is aligned substantially perpendicular to a strip axis of the strip formed as a support and / or is aligned perpendicular to the longitudinal axis of the mounting rail.
  • the support profile on one or two skew limbs which are aligned at an acute angle, in particular at an angle between 20 ° and 70 °, to a central plane, wherein the central plane is perpendicular to an opening plane spanned by the opening and preferably the longitudinal axis of the mounting rail cuts. Due to the inclined skew leg recorded by the mounting rail load can be introduced into deeper layers of the building material, so that thus a further increase in the Fractional block is connected and thus the loads can be absorbed by the mounting rail or forces, in particular lateral forces, can be further increased.
  • the mounting rail, in particular the support profile at least partially, in particular completely, made of metal, for. As iron, steel or aluminum, and / or plastic
  • Inventive method for embedding a mounting rail, in particular a mounting rail described in this patent application, into a hardenable building material comprising the steps of: arranging the mounting rail with a supporting profile at the point to be embedded, introducing a hardenable building material into a space bounded by a formwork, so that the supporting profile is associated with the hardenable building material, hardening of the building material, wherein the building material is introduced to the effect in the room and preferably removed from the room that the outside of an embedding of the support section of the building material only partially, in particular directly, is in communication with the support profile.
  • a hardenable building material eg. Concrete or mortar
  • a, preferably compressible, support is attached before arranging the mounting rail at the embedding of the support section. Due to the attachment of the support to the support profile occurs in the area of the support of the introduced building material is not in direct contact or connection to the support profile. As a result, substantially no forces are introduced into the building material after hardening of the concrete from the mounting rail in the area of the supports.
  • partial fillers are applied before the introduction of the building material at Einbett Anlagen the support section and after introduction and / or hardening of the building material, the filler are removed, so that a recess between the support profile and the building material is formed and / or after insertion or hardening of the building material, the building material is partially removed in the area of the supporting profile, so that a recess between the support profile and the building material is formed and / or the mounting rail is to the effect, especially too high, arranged at the point to be embedded, that after the introduction of the building material of the embedding of the support section only partially, especially only in a lower area, communicates with the building material.
  • Inventive building or component for. As wall or ceiling of the building of a hardenable building material with an embedded in the building material mounting rail, wherein the mounting rail is designed as a mounting rail described in this patent application and / or manufactured the building or component of the building with a method described in this patent application is.
  • FIG. 3 or 4 shows: a cross section of a known from the prior art embedded in concrete mounting rail, a cross section of a concrete embedded in mounting rail in a first embodiment, a cross section of the mounting rail of FIG. 2, a cross section of the mounting rail in a second embodiment, a side view of Mounting rail according to FIG. 3 or 4, a side view of the mounting rail according to FIG. 3 or 4,
  • Fig. 7 shows a cross section of the mounting rail in a third
  • Embodiment a cross section of the mounting rail in a fourth embodiment, a cross section of the mounting rail in a fifth embodiment, a cross section of the embedded in concrete mounting rail with a recess at a Einbett Berlin and a cross section of a concrete embedded mounting rail with a partial embedding with concrete at the Einbett Symposium.
  • the mounting rail 1 consists of a support section 2 made of metal, in particular steel or aluminum. At a lower, in Fig. 1 horizontally aligned legs of the support section 2, an anchor 15 is attached. In addition to the above-described horizontally oriented legs of the support section 2, the support section 2 also has two vertically oriented legs. At the upper end of the vertically oriented legs of the support section 2, two horizontally aligned strip legs 22 are present. The legs and the strip leg 22 of the support profile 2 are aligned substantially rectangular to each other.
  • the support section 2 includes an interior space 17 a.
  • a hammerhead or hook-headed screw 18 can be fixed as a means 3 for fixing attachments, not shown. This makes it possible that of the mounting rail 1, a load L, which is shown in Fig. 1 with an arrow, can be recorded.
  • the load L can - as shown in Figure 1 - attack in the horizontal direction.
  • the load L can also be understood as a horizontal component of an attacking at an angle of 0 ° to 90 ° load or force.
  • the resultant R or the force acting on the right vertically aligned leg of the support section 2 on the concrete 5 forces are introduced at the upper concrete edge in the concrete 5, so that due the spreading cracks 19 a broken block 20 is formed.
  • only small forces, in particular lateral forces can be introduced into the concrete 5 from the mounting rail 1.
  • the mounting rail 1 shown in FIG. 2, embedded in the concrete 5, is constructed essentially like the mounting rail 1 known from the prior art in FIG. 1, but the support profile 2 has a different geometry and is further compressible on the support profile 2. preferably elastic, pads 8 are attached.
  • the support profile 2 has a horizontally oriented leg with anchors 15 arranged thereon. At these, horizontally oriented legs of the support section 2 close to two skew legs 16 and the bevel leg 16 close two vertically aligned legs of the support section 2 turn on.
  • the compressible supports 8 are glued to the outside of the embedding area 6 on the outside.
  • the pads 8 are strip-shaped and have as plastic foam strips a height of 0.5 mm to 10 mm, preferably from 1, 5 mm to 5 mm.
  • the thickness of the support 8 is in particular in a range between 0.1 mm and 10 mm.
  • the length of the strip-shaped support 8 corresponds to the length of the supporting profile 2 (FIG. 5). Notwithstanding this, the support 8 in its longitudinal extent, ie in a Extension perpendicular to the plane of Fig. 2, or in the direction of a longitudinal axis 9 of the mounting rail 1 only partially formed (Fig. 6).
  • the forces introduced by the support profile 2 into the concrete 5 as resultant R are thus introduced inclined substantially below a region near the top of the concrete 5 in deeper layers of the concrete 5.
  • the breaking load of the concrete 5 can be increased and thus the overall load capacity of the mounting rail 1 can be increased.
  • the geometry of the support section 2 of the mounting rail 1 shown in FIG. 2 has an opening 12 between the two strip legs 22.
  • the opening 12 spans an opening plane 13.
  • the opening 12 is formed as a groove 1 1 or as a slot 10 and perpendicular to the Opening plane 13 is a central plane 14, which also intersects the longitudinal axis 9 of the support section 2.
  • the longitudinal axis 9 of the supporting profile 2 and the mounting rail 1 is perpendicular to the plane of Fig. 2.
  • the two skew legs 16 are aligned at an angle of approximately 45 ° to the central plane 14.
  • the concrete 5 is only on the lower vertically oriented leg of the supporting section 2 and on the two skew legs 16 in direct contact with the embedding 6 with the support section 2.
  • At the upper vertically oriented leg of the support section 2 there is no direct connection between the support section 2 and the concrete 5, because between the support profile 2, that is, the vertical leg of the support section 2, and the concrete 5, the support 8 is arranged.
  • Fig. 3 the support profile shown in Fig. 2 2 and the mounting rail 1 is shown without embedding in the concrete 5 and in the same manner is shown in Fig. 4, a second embodiment of the mounting rail 1 without embedding in the concrete 5.
  • FIGS. 5 and 6 side views of the mounting rails 1 according to the first exemplary embodiment in FIGS.
  • FIGS. 3 and 4 thus represent a section perpendicular to the plane of the drawing of FIGS. 5 and 6.
  • the strip-shaped support 8 is shown in FIG formed as a continuous strip, so that the length of the strip as a support 8 corresponds to the length of the support section 2 and thus the support in the direction of the longitudinal axis 9 of the mounting rail 1 is completely formed.
  • the support 8 is only partially formed in the direction of the longitudinal axis 9 on the support section 2, so that the support 8 in the direction of the longitudinal axis 9 is only partially present.
  • the support 8 is only partially formed.
  • the mounting rail 1 is shown in a third embodiment as a cross section.
  • the geometry of the support section 2 is substantially rectangular in shape with a lower horizontally oriented legs, two vertically aligned legs and two strip legs 22 at the opening 12.
  • the conditions 8 attached on the two vertically aligned legs of the support section 2 are on the outside of the embedding 6 of the support section 2, the conditions 8 attached.
  • the fourth illustrated in Fig. 8 embodiment of the mounting rail 1 differs from the third embodiment shown in FIG. 7, characterized in that on the two vertical legs of the support section 2, the supports 8 are glued only to the lower half of the vertical leg of the support section 2.
  • the supports 8 with respect to the vertical legs of the support profile 2 in the fourth embodiment are formed perpendicular to the longitudinal axis 9 of the mounting rail 1 only partially.
  • the extension of the supports 8 according to the third and fourth embodiment of the mounting rail 1 shown in FIGS. 7 and 8 can be perpendicular to the drawing plane of FIG. 1, d. H. be completely or partially formed in a direction parallel to the longitudinal axis 9 of the mounting rail 1, d. H. in an analogous manner to the embodiment of the support 8 in Figures 5 and 6.
  • FIG. 9 a fifth embodiment of the mounting rail 1 is shown.
  • the support 8 has a different thickness, so that the support 8 ends wedge-shaped on the concrete 5.
  • the support 8 has at the top 7 of the mounting rail 1 has a greater thickness than at the bottom of the support 8 at the beginning of the oblique leg 16 of the support prof iles.
  • FIG. 10 shows a cross section of a mounting rail 1 embedded in concrete 5 with a recess 21 of the concrete 5 on the top side of the concrete 5.
  • the mounting rail 1 is first arranged at the point to be embedded, for example, attached to a formwork accordingly.
  • the concrete 5 is introduced into the space enclosed by the formwork.
  • the concrete 5 is removed again at the two vertically oriented legs of the supporting section 2, so that the strip-shaped recess 21 is formed and thus the two vertical leg of the support section 2 no longer stand in conjunction with the concrete 5.
  • the removal of the concrete 5 can be carried out during or after the curing of the concrete 5.
  • the working out of the concrete 5 at the recesses 21 can be carried out, for example, grinding with a diamond tool, with a milling cutter, drilling, chiseling or by a combination of said methods.
  • the width of the slot is in a range between 0.5 mm and 20 mm, preferably in the range between 1, 5 mm and 5 mm.
  • the height of the slot namely the recess 21, corresponds to the height of the vertical leg of the support section 2.
  • the extent of the recess 21 perpendicular to the plane of Fig. 1 can either be completely continuous or the recess 21 is on the vertical leg of the Support profiles 2 perpendicular to the plane of Fig. 10, ie in a direction parallel to the longitudinal axis 9 of the support section 2, only partially formed.
  • the recess 21 can also be produced in that during the introduction of the concrete 5 on the two vertical legs of the supporting profile 2, a packing, not shown, is arranged.
  • the filler can also be attached to the vertical leg of the support section 2 by gluing. After the introduction of the concrete and the partial or complete hardening of the concrete 5 is the Not shown filling body removed again, so that the strip-shaped recess 21 is in turn present at the embedding 6 of the support section 2 in the region of the two vertical legs. Also in this way it can be achieved that on the support section 2 in an analogous manner to the illustration in Fig. 2, the resultant R from the load L in deeper layers of the concrete 5 inclined downwards into the concrete 5 is introduced. This requires a large fragmentation block 20 and of the mounting rail 1, large loads L, in particular lateral forces are absorbed at a near-border integration of the mounting rail 1 in the concrete 5 with respect to the transverse forces.
  • a further embodiment for embedding the mounting rail 1 is shown in the concrete 5.
  • the mounting rail 1 is embedded too high in the concrete 5, so that the embedding 6 of the support section 2 in the region of the two vertical legs of the support section 2 outside the concrete 5 is arranged.
  • the resultant R from the load L more inclined down towards deeper layers of the concrete. 5 can be introduced into the concrete 5 and thereby causes a larger fragmentation block 20.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Road Paving Structures (AREA)
  • Floor Finish (AREA)

Abstract

In a mounting rail (1) for embedding in a curable building material (4), for example concrete (5), comprising a support profile (2) and a means (3) for fastening at least one attachment part to the mounting rail (1), such that, in an embedding region (6), an outer face of the support profile (2) has a direct connection to the curable building material (4), a potential break slab (20) should be large, such that large forces can be absorbed by the mounting rail (1). Said aim is achieved by fastening a layer (8), preferably a compressible layer, to the outer face of the support profile (2) at the embedding region (6), so that the outer face of the support profile (2) at the embedding region (6) has no direct contact with the curable building material (4) in some areas.

Description

Montageschiene  mounting rail
BESCHREIBUNG DESCRIPTION
Die vorliegende Erfindung betrifft eine Montageschiene gemäß dem Oberbegriff des Anspruches 1 , ein Verfahren zum Einbetten einer Montageschiene gemäß dem Oberbegriff des Anspruches 12 und ein Bauwerk gemäß dem Oberbegriff des Anspruches 15. The present invention relates to a mounting rail according to the preamble of claim 1, a method for embedding a mounting rail according to the preamble of claim 12 and a building according to the preamble of claim 15.
Ankerschienen oder Montageschienen werden in der Bautechnik in Beton eingegossen oder eingebettet, so dass lediglich eine Oberseite oder ein Außenbereich eines Tragprofiles der Montageschiene frei zugänglich ist. Die Montageschiene leitet die in sie eingetragenen Kräfte durch einen Kontakt bzw. eine Verbindung mit dem umgebenden Beton in den Beton ein. Die Montageschiene weist dabei im Allgemeinen rückwärtig Anker auf. Zentrisch angreifende Kräfte werden dabei im Allgemeinen im Wesentlichen von den Ankern in den Beton eingeleitet. An der Ankerschiene angreifende Querkräfte werden von seitlichen Schenkeln des Tragprofils der Montageschiene in den Beton eingeleitet. Bei großen Querkräften kommt es zu Rissen und damit verbunden zu einer Bruchscholle an dem Beton. Die Risse breiten sich unter verschiedenen Winkeln im Beton aus, wobei mit dem Winkel das Volumen der ausgebrochenen Bruchscholle und damit verbunden die Auszugskraft steigt. Es tritt somit bei Querkräften ein relativ frühres Versagen der Montageschiene aufgrund eines flachen Risses bzw. einer kleinen Bruchscholle auf. Aus der DE 101 25 970 A ist eine Montageschiene bekannt, welche zwei in Längsrichtung verlaufende Halbschienen aufweist, die miteinander verbunden sind. Die Halbschienen sind dabei mittels Verbinder miteinander verbunden, wobei die Verbinder vorzugsweise als Klemmverbinder ausgebildet sind. Die Montageschiene ist zum Einbetonieren in eine Decke oder eine Wand eines Gebäudes vorgesehen. Anchor rails or mounting rails are poured or embedded in the construction technique in concrete, so that only an upper side or an outer region of a supporting profile of the mounting rail is freely accessible. The mounting rail initiates the forces introduced into it by a contact or a connection with the surrounding concrete in the concrete. The mounting rail has generally backward anchor. Centrally attacking forces are generally introduced essentially by the anchors in the concrete. Transverse forces acting on the anchor rail are introduced into the concrete by lateral limbs of the supporting profile of the mounting rail. In the case of large transverse forces, cracks occur and, as a result, a broken block on the concrete. The cracks spread out at different angles in the concrete, with the angle increasing the volume of the broken fragment and thus the pull-out force. It thus occurs at shear forces on a relatively early failure of the mounting rail due to a shallow crack or a small broken clod. From DE 101 25 970 A, a mounting rail is known, which has two longitudinal rails extending in the longitudinal direction, which are interconnected. The half rails are connected to each other by means of connectors, wherein the connectors are preferably designed as a clamp connector. The mounting rail is intended to be embedded in a ceiling or wall of a building.
Die DE 35 31 998 A1 zeigt eine in Beton einbettbare, im Querschnitt als C-Profil gestaltete Ankerschiene mit am Schienenrücken vorstehenden Ankern in Form von mindestens im Endbereich mit Gewinde ausgestatteten Bolzen, auf welches Gewinde die Muttern aufgeschraubt sind, welche die Ankerflügel bilden, wobei die einseitige Aufschraubstellung der Mutter blockiert ist. Die Aufgabe der vorliegenden Erfindung besteht darin, eine Montageschiene, ein Verfahren zur Einbettung einer Montageschiene und ein Bauwerk zur Verfügung zu stellen, bei dem eine mögliche Bruchscholle groß ist, so dass von der Montageschiene große Kräfte aufgenommen werden können. Diese Aufgabe wird gelöst mit einer Montageschiene zum Einbetten in einen erhärtbaren Baustoff, z. B. Beton, mit einem Tragprofil und vorzugsweise einem Mittel zum Befestigen wenigstens eines Anbauteiles an der Montageschiene, so dass das Tragprofil außenseitig an einem Einbettbereich eine unmittelbare Verbindung mit dem erhärtbaren Baustoff aufweist, wobei an dem Tragprofil außenseitig an dem Einbettbereich eine, vorzugsweise kompressible, Auflage befestigt ist, so dass das Tragprofil außenseitig an dem Einbettbereich teilweise keinen unmittelbaren Kontakt mit dem erhärtbaren Baustoff aufweist. Die kompressible, vorzugsweise elastische, Auflage verhindert im Wesentlichen die Übertragung von Kräften von dem Tragprofil auf den Beton im Bereich der Auflage. Die Auflage ist dabei vorzugsweise an einem Endabschnitt des Tragprofiles im Bereich des Außenbereiches angeordnet, so dass dadurch die in den Baustoff einzuleitenden Kräfte, insbesondere Querkräfte, außerhalb der Oberfläche des Baustoffes in den erhärtbaren Baustoff in tieferen Schichten einleitbar sind. Eine Resultierende aus den in die Montageschiene eingeleiteten Kräften tritt dannit in tieferen Baustoffschichten auf, so dass dadurch eine Bruchscholle mit einem größeren Volumen erreicht werden kann und in die Montageschiene damit größere Kräfte, insbesondere Querkräfte, eingeleitet werden können, ohne dass ein Versagen oder ein Bruch des erhärtbaren Baustoffes eintritt. DE 35 31 998 A1 shows a embedable in concrete, designed in cross-section as C-profile anchor rail with anchoring on the rail back anchors in the form of at least end-threaded with bolts on which thread the nuts are screwed, which form the armature wings, said the one-sided screwed-on position of the nut is blocked. The object of the present invention is to provide a mounting rail, a method for embedding a mounting rail and a structure available, in which a possible fragmentary block is large, so that large forces can be absorbed by the mounting rail. This object is achieved with a mounting rail for embedding in a hardenable building material, for. As concrete, with a support profile and preferably a means for attaching at least one attachment to the mounting rail, so that the support profile on the outside of an embedding has a direct connection with the hardenable building material, wherein on the support profile on the outside of the Einbettbereich a, preferably compressible, Support is attached, so that the support profile on the outside of the Einbettbereich partly has no direct contact with the hardenable building material. The compressible, preferably elastic, support essentially prevents the transmission of forces from the support profile to the concrete in the region of the support. The support is preferably arranged at an end portion of the supporting profile in the region of the outer region, thereby thereby the forces to be introduced into the building material, in particular Transverse forces, outside of the surface of the building material in the hardenable building material in deeper layers can be introduced. A resultant of the forces introduced into the mounting rail then occurs in deeper building material layers, so that a fragmentary bulkhead having a larger volume can be achieved and greater forces, in particular lateral forces, can be introduced into the mounting rail, without any failure or breakage the hardenable building material occurs.
In einer weiteren Ausgestaltung ist der erhärtbare Baustoff Mörtel oder ein, vorzugsweise mineralischer, Zuschlag, z. B. Kies oder Sand, mit einem Bindemittel, z. B. Zement oder Bitumen. In a further embodiment, the hardenable building material is mortar or a, preferably mineral, aggregate, z. As gravel or sand, with a binder, eg. As cement or bitumen.
In einer zusätzlichen Ausgestaltung endet die Auflage oberseitig an einem Außenbereich der Tragschiene oder mit einem Abstand von weniger als 5 cm, 3 cm oder 1 cm zu dem Außenbereich des Tragprofiles. Dadurch werden die von der Montageschiene aufgenommenen Kräfte in dem Beton im Wesentlichen in tieferen Schichten des Baustoffes eingeleitet, so dass dadurch eine Resultierende aus den von der Montageschiene aufgenommenen Kräften im Wesentlichen in tieferen Schichten des Baustoffes auftritt und dadurch eine größere Bruchscholle bedingt ist. In an additional embodiment, the support ends on the upper side at an outer region of the mounting rail or at a distance of less than 5 cm, 3 cm or 1 cm to the outer region of the supporting profile. As a result, the forces absorbed by the mounting rail are introduced into the concrete essentially in deeper layers of the building material, so that thereby a resultant of the forces absorbed by the mounting rail substantially in deeper layers of the building material occurs and thus a larger fragmentation block is conditional.
Insbesondere ist die Auflage stoffschlüssig, insbesondere mittels eines Klebstoffes, an dem Tragprofil befestigt und/oder die Auflage ist mehrteilig. In einer weiteren Ausgestaltung ist die Auflage außenseitig an dem Einbettbereich des Tragprofiles nur teilweise ausgebildet, so dass das Tragprofil nur teilweise keinen unmittelbaren Kontakt mit dem erhärtbaren Baustoff aufweist. In einer ergänzenden Ausführungsform ist die Auflage in Richtung einer Längsachse der Montageschiene nur teilweise oder vollständig ausgebildet und/oder die Auflage ist senkrecht zu der Längsachse der Montageschiene nur teilweise oder vollständig ausgebildet und/oder der Einbettbereich weist in einer Richtung parallel zu der Längsachse eine Verbindung und keine Verbindung zu dem erhärtbaren Baustoff auf und/oder der Einbettbereich weist in einer Richtung senkrecht zu der Längsachse eine Verbindung und keine Verbindung zu dem erhärtbaren Baustoff auf. Vorzugsweise ist die Auflage außenseitig am Einbettbereich der Montageschiene streifenförmig angeordnet. In particular, the support is firmly bonded, in particular by means of an adhesive, attached to the support section and / or the support is in several parts. In a further embodiment, the support is only partially formed on the outside of the embedding region of the support profile, so that the support profile only partially has no direct contact with the hardenable building material. In a supplementary embodiment, the support in the direction of a longitudinal axis of the mounting rail is only partially or completely formed and / or the support is only partially or completely formed perpendicular to the longitudinal axis of the mounting rail and / or the embedding has a connection in a direction parallel to the longitudinal axis and no Connection to the hardenable building material and / or the embedding area has a connection in a direction perpendicular to the longitudinal axis and no connection to the hardenable building material. Preferably, the support is arranged on the outside of the Einbettbereich the mounting rail strip-shaped.
In einer Variante ist die Auflage wenigstens teilweise, insbesondere vollständig, aus Schaumstoff, Styropor oder einem Gewebe, insbesondere aus Kunststoff, gebildet. In one variant, the support is at least partially, in particular completely, made of foam, styrofoam or a fabric, in particular made of plastic.
Zweckmäßig ist das Tragprofil im Querschnitt im Wesentlichen C-förmig ausgebildet und/oder das Mittel umfasst zum Befestigen von Anbauteilen wenigstens einen Bolzen, Schraube, z. B. eine Hakenkopfschraube, eine Nut, einen Schlitz oder einen von dem Tragprofil umschlossenen Innenraum mit einer Öffnung als Nut oder Schlitz. Suitably, the support profile in cross-section is substantially C-shaped and / or the means comprises for attaching attachments at least one bolt, screw, z. As a hook head screw, a groove, a slot or enclosed by the support profile interior with an opening as a groove or slot.
In einer weiteren Ausführungsform weist die Montageschiene wenigstens einen, vorzugsweise mehrere, Anker zum Einbetten in den erhärtbaren Baustoff auf und vorzugsweise ist der wenigstens eine Anker an dem Tragprofil befestigt. In a further embodiment, the mounting rail has at least one, preferably a plurality, anchors for embedding in the hardenable building material, and preferably the at least one anchor is fastened to the support profile.
Insbesondere ist der wenigstens eine Anker im Wesentlichen senkrecht zu einer Streifenachse der als Streifen ausgebildeten Auflage ausgerichtet und/oder ist senkrecht zu der Längsachse der Montageschiene ausgerichtet. In particular, the at least one armature is aligned substantially perpendicular to a strip axis of the strip formed as a support and / or is aligned perpendicular to the longitudinal axis of the mounting rail.
In einer weiteren Ausgestaltung weist das Tragprofil eine oder zwei Schrägschenkel auf, die in einem spitzen Winkel, insbesondere mit einem Winkel zwischen 20° und 70°, zu einer Zentralebene ausgerichtet sind, wobei die Zentralebene senkrecht auf einer von der Öffnung aufgespannten Öffnungsebene steht und vorzugsweise die Längsachse der Montageschiene schneidet. Aufgrund der geneigten Schrägschenkel kann die von der Montageschiene aufgenommene Last in tiefere Schichten des Baustoffes eingeleitet werden, so dass damit eine weitere Vergrößerung der Bruchscholle verbunden ist und damit die von der Montageschiene aufnehmbaren Lasten bzw. Kräfte, insbesondere Querkräfte, weiter erhöht werden können. In einer ergänzenden Variante besteht die Montageschiene, insbesondere das Tragprofil, wenigstens teilweise, insbesondere vollständig, aus Metall, z. B. Eisen, Stahl oder Aluminium, und/oder aus Kunststoff In a further embodiment, the support profile on one or two skew limbs, which are aligned at an acute angle, in particular at an angle between 20 ° and 70 °, to a central plane, wherein the central plane is perpendicular to an opening plane spanned by the opening and preferably the longitudinal axis of the mounting rail cuts. Due to the inclined skew leg recorded by the mounting rail load can be introduced into deeper layers of the building material, so that thus a further increase in the Fractional block is connected and thus the loads can be absorbed by the mounting rail or forces, in particular lateral forces, can be further increased. In a supplementary variant, the mounting rail, in particular the support profile, at least partially, in particular completely, made of metal, for. As iron, steel or aluminum, and / or plastic
Erfindungsgemäßes Verfahren zum Einbetten einer Montageschiene, insbesondere einer in dieser Schutzrechtsanmeldung beschriebenen Montageschiene, in einen erhärtbaren Baustoff, z. B. Beton oder Mörtel, mit den Schritten: Anordnen der Montagschiene mit einem Tragprofil an der einzubettenden Stelle, Einbringen eines erhärtbaren Baustoffes in einen von einer Schalung begrenzten Raum, so dass das Tragprofil mit dem erhärtbaren Baustoff in Verbindung gebracht wird, Erhärten des Baustoffes, wobei der Baustoff dahingehend in den Raum eingebracht und vorzugsweise aus dem Raum entfernt wird, dass außenseitig an einem Einbettbereich des Tragprofiles der Baustoff nur teilweise, insbesondere unmittelbar, mit dem Tragprofil in Verbindung steht. Inventive method for embedding a mounting rail, in particular a mounting rail described in this patent application, into a hardenable building material, eg. Concrete or mortar, comprising the steps of: arranging the mounting rail with a supporting profile at the point to be embedded, introducing a hardenable building material into a space bounded by a formwork, so that the supporting profile is associated with the hardenable building material, hardening of the building material, wherein the building material is introduced to the effect in the room and preferably removed from the room that the outside of an embedding of the support section of the building material only partially, in particular directly, is in communication with the support profile.
In einer weiteren Variante wird vor dem Anordnen der Montageschiene am Einbettbereich des Tragprofiles eine, vorzugsweise kompressible, Auflage befestigt. Aufgrund des Befestigens der Auflage an dem Tragprofil tritt im Bereich der Auflage der eingebrachte Baustoff nicht in unmittelbaren Kontakt oder Verbindung zu dem Tragprofil. Dadurch werden nach dem Erhärten des Betons von der Tragschiene im Bereich der Auflagen im Wesentlichen keine Kräfte in den Baustoff eingeleitet. In a further variant, a, preferably compressible, support is attached before arranging the mounting rail at the embedding of the support section. Due to the attachment of the support to the support profile occurs in the area of the support of the introduced building material is not in direct contact or connection to the support profile. As a result, substantially no forces are introduced into the building material after hardening of the concrete from the mounting rail in the area of the supports.
In einer weiteren Ausgestaltung werden vor dem Einbringen des Baustoffes am Einbettbereich des Tragprofiles teilweise Füllkörper angelegt und nach dem Einbringen und/oder Erhärten des Baustoffes werden die Füllkörper entfernt, so dass eine Ausnehmung zwischen dem Tragprofil und dem Baustoff gebildet wird und/oder nach dem Einbringen oder Erhärten des Baustoffes wird der Baustoff im Bereich des Tragprofiles teilweise entfernt, so dass eine Ausnehmung zwischen dem Tragprofil und dem Baustoff gebildet wird und/oder die Montageschiene wird dahingehend, insbesondere zu hoch, an der einzubettenden Stelle angeordnet, dass nach dem Einbringen des Baustoffes der Einbettbereich des Tragprofiles nur teilweise, insbesondere nur in einem unteren Bereich, mit dem Baustoff in Verbindung steht. In a further embodiment, partial fillers are applied before the introduction of the building material at Einbettbereich the support section and after introduction and / or hardening of the building material, the filler are removed, so that a recess between the support profile and the building material is formed and / or after insertion or hardening of the building material, the building material is partially removed in the area of the supporting profile, so that a recess between the support profile and the building material is formed and / or the mounting rail is to the effect, especially too high, arranged at the point to be embedded, that after the introduction of the building material of the embedding of the support section only partially, especially only in a lower area, communicates with the building material.
Erfindungsgemäßes Bauwerk oder Komponente, z. B. Wand oder Decke, des Bauwerkes aus einem erhärtbaren Baustoff mit einer in den Baustoff eingebetteten Montageschiene, wobei die Montageschiene als eine in dieser Schutzrechtsanmeldung beschriebene Montageschiene ausgebildet ist und/oder das Bauwerk oder die Komponente des Bauwerkes mit einem in dieser Schutzrechtsanmeldung beschriebenen Verfahren hergestellt ist. Im Nachfolgenden werden Ausführungsbeispiele der Erfindung unter Bezugnahme auf die beigefügten Zeichnungen näher beschrieben. Es zeigt: einen Querschnitt einer aus dem Stand der Technik bekannten in Beton eingebetteten Montageschiene, einen Querschnitt einer in Beton eingebetteten Montageschiene in einem ersten Ausführungsbeispiel, einen Querschnitt der Montageschiene gemäß Fig. 2, einen Querschnitt der Montageschiene in einem zweiten Ausführungsbeispiel, eine Seitenansicht der Montageschiene gemäß Fig. 3 oder 4, eine Seitenansicht der Montageschiene gemäß Fig. 3 oder 4, Inventive building or component, for. As wall or ceiling of the building of a hardenable building material with an embedded in the building material mounting rail, wherein the mounting rail is designed as a mounting rail described in this patent application and / or manufactured the building or component of the building with a method described in this patent application is. Hereinafter, embodiments of the invention will be described in more detail with reference to the accompanying drawings. It shows: a cross section of a known from the prior art embedded in concrete mounting rail, a cross section of a concrete embedded in mounting rail in a first embodiment, a cross section of the mounting rail of FIG. 2, a cross section of the mounting rail in a second embodiment, a side view of Mounting rail according to FIG. 3 or 4, a side view of the mounting rail according to FIG. 3 or 4,
Fig. 7 einen Querschnitt der Montageschiene in einem dritten Fig. 7 shows a cross section of the mounting rail in a third
Ausführungsbeispiel, einen Querschnitt der Montageschiene in einem vierten Ausführungsbeispiel, einen Querschnitt der Montageschiene in einem fünften Ausführungsbeispiel, einen Querschnitt der in Beton eingebetteten Montageschiene mit einer Ausnehmung an einem Einbettbereich und einen Querschnitt einer in Beton eingebetteten Montageschiene mit einer Teileinbettung mit Beton an dem Einbettbereich. Embodiment, a cross section of the mounting rail in a fourth embodiment, a cross section of the mounting rail in a fifth embodiment, a cross section of the embedded in concrete mounting rail with a recess at a Einbettbereich and a cross section of a concrete embedded mounting rail with a partial embedding with concrete at the Einbettbereich.
In Fig. 1 ist eine aus dem Stand der Technik bekannte Montageschiene 1 oder Ankerschiene 1 dargestellt. Die Montageschiene 1 besteht aus einem Tragprofil 2 aus Metall, insbesondere Stahl oder Aluminium. An einem unteren, in Fig. 1 horizontal ausgerichtetem Schenkel des Tragprofiles 2 ist ein Anker 15 befestigt. Neben dem oben beschriebenen horizontal ausgerichteten Schenkel des Tragprofiles 2 weist das Tragprofil 2 auch zwei vertikal ausgerichtete Schenkel auf. Am oberen Ende der vertikal ausgerichteten Schenkel des Tragprofiles 2 sind zwei horizontal ausgerichtete Streifenschenkel 22 vorhanden. Die Schenkel und der Streifenschenkel 22 des Tragprofiles 2 sind dabei im Wesentlichen rechteckförmig zueinander ausgerichtet. Außenseitig stehen der untere im Wesentlichen horizontal ausgerichtete Schenkel und die beiden vertikal ausgerichteten Schenkel des Tragprofiles 2 an einem Einbettbereich 6 in unmittelbarer Verbindung mit Beton 5 als erhärtbaren Baustoff 4, z. B. als Wand eines Bauwerkes. Damit stellen diese Schenkel außenseitig den Einbettbereich 6 des Tragprofiles 2 zur Verfügung. Die beiden Streifenschenkel 22 stehen an der Oberseite 7 nicht mit dem Beton 5 in Verbindung, d. h. bilden einen Außenbereich 7 oder eine Oberseite 7 des Tragprofiles 2. Das Tragprofil 2 schließt einen Innenraum 17 ein. In dem Innenraum 17 kann eine Hammerkopft- oder Hakenkopfschraube 18 als Mittel 3 zum Befestigen von nicht dargestellten Anbauteilen fixiert werden. Dadurch ist es möglich, dass von der Montageschiene 1 eine Last L, welche in Fig. 1 mit einem Pfeil dargestellt ist, aufgenommen werden kann. Die Last L kann dabei - wie in Fig. 1 dargestellt - in horizontaler Richtung angreifen; die Last L kann aber auch als horizontale Komponente einer unter einem Winkel von 0° bis 90° angreifenden Last bzw. Kraft verstanden werden. Dies führt zu einer Resultierenden R als resultierenden Kraft in dem Beton 5. Die Resultierende R bzw. die an dem rechten vertikal ausgerichteten Schenkel des Tragprofiles 2 auf den Beton 5 wirkenden Kräfte werden dabei auch am oberen Betonrand in den Beton 5 eingeleitet, so dass aufgrund der sich ausbreitenden Risse 19 eine Bruchscholle 20 entsteht. Damit können von der Montageschiene 1 nur geringe Kräfte, insbesondere Querkräfte, in den Beton 5 eingeleitet werden. In Fig. 1, a known from the prior art mounting rail 1 or anchor rail 1 is shown. The mounting rail 1 consists of a support section 2 made of metal, in particular steel or aluminum. At a lower, in Fig. 1 horizontally aligned legs of the support section 2, an anchor 15 is attached. In addition to the above-described horizontally oriented legs of the support section 2, the support section 2 also has two vertically oriented legs. At the upper end of the vertically oriented legs of the support section 2, two horizontally aligned strip legs 22 are present. The legs and the strip leg 22 of the support profile 2 are aligned substantially rectangular to each other. On the outside are the lower substantially horizontally oriented leg and the two vertically oriented legs of the support section 2 at a Einbettbereich 6 in direct connection with concrete 5 as hardenable building material 4, z. B. as a wall of a building. Thus, these legs outside the embedding 6 of the support section 2 available. The two strip legs 22 are not connected to the top 5 with the concrete 5 in connection, ie form an outside area 7 or an upper side 7 of the support section 2. The support section 2 includes an interior space 17 a. In the interior 17, a hammerhead or hook-headed screw 18 can be fixed as a means 3 for fixing attachments, not shown. This makes it possible that of the mounting rail 1, a load L, which is shown in Fig. 1 with an arrow, can be recorded. The load L can - as shown in Figure 1 - attack in the horizontal direction. However, the load L can also be understood as a horizontal component of an attacking at an angle of 0 ° to 90 ° load or force. This results in a resultant R as a resultant force in the concrete 5. The resultant R or the force acting on the right vertically aligned leg of the support section 2 on the concrete 5 forces are introduced at the upper concrete edge in the concrete 5, so that due the spreading cracks 19 a broken block 20 is formed. Thus, only small forces, in particular lateral forces, can be introduced into the concrete 5 from the mounting rail 1.
In den Fig. 2 bis 1 1 ist eine erfindungsgemäße Montageschiene 1 dargestellt. Die in Fig. 2 dargestellte, in den Beton 5 eingebettete Montageschiene 1 ist im Wesentlichen wie die in Fig. 1 aus dem Stand der Technik bekannte Montageschiene 1 aufgebaut, wobei jedoch das Tragprofil 2 eine andere Geometrie aufweist und ferner an dem Tragprofil 2 kompressible, vorzugsweise elastische, Auflagen 8 befestigt sind. Das Tragprofil 2 weist einen horizontal ausgerichteten Schenkel mit daran angeordneten Ankern 15 auf. An diesen, horizontal ausgerichteten Schenkel des Tragprofiles 2 schließen zwei Schrägschenkel 16 an und an die Schrägschenkel 16 schließen sich zwei vertikal ausgerichtete Schenkel des Tragprofiles 2 wiederum an. In analoger Weise zu dem Tragprofil 2 in Fig. 1 schließen sich an diese beiden vertikal ausgerichteten Schenkel des Tragprofiles 2 jeweils zwei Streifenschenkel 22 an der Oberseite 7 des Tragprofiles 2 an. An den beiden vertikal ausgerichteten Schenkeln des Tragprofiles 2 sind außenseitig am Einbettbereich 6 die kompressiblen Auflagen 8 angeklebt. Die Auflagen 8 sind dabei streifenförmig ausgebildet und weisen als Schaumstoffstreifen aus Kunststoff eine Höhe von 0,5 mm bis 10 mm, vorzugsweise von 1 ,5 mm bis 5 mm auf. Die Dicke der Auflage 8 liegt dabei insbesondere in einem Bereich zwischen 0,1 mm und 10 mm. Die Länge der streifenförmigen Auflage 8 entspricht dabei der Länge des Tragprofiles 2 (Fig. 5). Abweichend hiervon kann die Auflage 8 auch in seiner Längsausdehnung, d. h. in einer Ausdehnung senkrecht zu der Zeichenebene von Fig. 2, oder in Richtung einer Längsachse 9 der Montageschiene 1 nur abschnittsweise ausgebildet sein (Fig. 6). Beim Aufbringen der Last L als Querkraft auf das Tragprofil 2 wird aufgrund der leichten Verformbarkeit der Auflage 8 von dem Tragprofil 2 im Bereich der Auflage 8 im Wesentlichen keine Kraft in den Beton 5 eingeleitet. Dadurch wird die von dem Tragprofil 2 aufgenommene Last L in den Beton 5 als Resultierende R im Wesentlichen von dem geneigten Schrägschenkel 16 in den Beton 5 eingeleitet. Die Resultierende R an dem Schrägschenkel 16 ist dabei im Gegensatz zu der Resultierenden R im Stand der Technik gemäß Fig. 1 nicht horizontal, sondern nach unten geneigt ausgerichtet, so dass dadurch auch die Risse 19 bei einem möglichen Versagen des Betons 5 nicht flach im Beton verlaufen sondern geneigt mit einem Winkel von ungefähr 45° zu einer Horizontalen ausgerichtet sind (Fig. 2). Hierdurch wird die Bruchfläche und damit das Volumen der Bruchscholle vergrößert, was zu einer Anhebung der Auszugskraft führt. Weitere auf den Baustoff 5 wirkende Resultierende R sind in Fig. 2 nicht dargestellt, jedoch erforderlich damit ein geschlossenes Kraftdiagramm, z. B. ein Kraftdreieck, für ein Kräftegleichgewicht entsteht; diese nicht dargestellte(n) Resultierende(n) R, welche z. B. der Anker 15 in den Baustoff 4 einleitet, haben jedoch auf die Größe der Bruchscholle 20 im Wesentlichen keine Wirkung. Somit vergrößert sich die Bruchscholle 20 des Betons 5 bei einem möglichen Versagen, so dass dadurch aufgrund der großen Bruchscholle 20 von dem Tragprofil 2 größere Lasten L aufgenommen werden können. Die von dem Tragprofil 2 in den Beton 5 eingeleiteten Kräfte als Resultierende R werden somit im Wesentlichen unterhalb eines oberseitennahen Bereiches des Betons 5 in tieferen Schichten des Betons 5 geneigt eingeleitet. Dadurch kann die Bruchlast des Betons 5 erhöht werden und damit insgesamt die Tragfähigkeit der Montageschiene 1 vergrößert werden. 2 to 1 1 a mounting rail 1 according to the invention is shown. The mounting rail 1 shown in FIG. 2, embedded in the concrete 5, is constructed essentially like the mounting rail 1 known from the prior art in FIG. 1, but the support profile 2 has a different geometry and is further compressible on the support profile 2. preferably elastic, pads 8 are attached. The support profile 2 has a horizontally oriented leg with anchors 15 arranged thereon. At these, horizontally oriented legs of the support section 2 close to two skew legs 16 and the bevel leg 16 close two vertically aligned legs of the support section 2 turn on. In an analogous manner to the support profile 2 in Fig. 1 close to these two vertically oriented legs of the supporting section 2 in each case two strip legs 22 on the top 7 of the support section 2 at. At the two vertically oriented legs of the support profile 2, the compressible supports 8 are glued to the outside of the embedding area 6 on the outside. The pads 8 are strip-shaped and have as plastic foam strips a height of 0.5 mm to 10 mm, preferably from 1, 5 mm to 5 mm. The thickness of the support 8 is in particular in a range between 0.1 mm and 10 mm. The length of the strip-shaped support 8 corresponds to the length of the supporting profile 2 (FIG. 5). Notwithstanding this, the support 8 in its longitudinal extent, ie in a Extension perpendicular to the plane of Fig. 2, or in the direction of a longitudinal axis 9 of the mounting rail 1 only partially formed (Fig. 6). When applying the load L as a lateral force on the support section 2 substantially no force is introduced into the concrete 5 due to the easy deformability of the support 8 of the support section 2 in the region of the support 8. As a result, the load L received by the support profile 2 is introduced into the concrete 5 as the resultant R essentially from the inclined beveled leg 16 into the concrete 5. The resultant R on the skew leg 16 is in contrast to the resultant R in the prior art shown in FIG. 1 is not horizontal, but oriented downwards so that thereby the cracks 19 in a possible failure of the concrete 5 is not flat in the concrete run but inclined at an angle of approximately 45 ° to a horizontal are aligned (Fig. 2). As a result, the fracture surface and thus the volume of the fractured block is increased, which leads to an increase in the pull-out force. Other acting on the building material 5 Resulting R are not shown in Fig. 2, but required so that a closed force diagram, z. B. a force triangle, arises for a balance of power; these not shown (n) Resultierende (n) R, which z. B. introduces the anchor 15 in the building material 4, however, have on the size of the fragmentary clod 20 essentially no effect. Thus, the fracture block 20 of the concrete 5 increases in the event of a possible failure, so that larger loads L can thereby be absorbed by the support profile 2 due to the large fracture block 20. The forces introduced by the support profile 2 into the concrete 5 as resultant R are thus introduced inclined substantially below a region near the top of the concrete 5 in deeper layers of the concrete 5. As a result, the breaking load of the concrete 5 can be increased and thus the overall load capacity of the mounting rail 1 can be increased.
Die Geometrie des Tragprofils 2 der in Fig. 2 dargestellten Montageschiene 1 weist zwischen den beiden Streifenschenkeln 22 eine Öffnung 12 auf. Die Öffnung 12 spannt dabei eine Öffnungsebene 13 auf. Die Öffnung 12 ist dabei als Nut 1 1 oder als Schlitz 10 ausgebildet und senkrecht auf der Öffnungsebene 13 steht eine Zentralebene 14, welche auch die Längsachse 9 des Tragprofiles 2 schneidet. Die Längsachse 9 des Tragprofiles 2 bzw. der Montageschiene 1 steht dabei senkrecht auf der Zeichenebene von Fig. 2. Die beiden Schrägschenkel 16 sind dabei in einem Winkel von ungefähr 45° zu der Zentralebene 14 ausgerichtet. The geometry of the support section 2 of the mounting rail 1 shown in FIG. 2 has an opening 12 between the two strip legs 22. The opening 12 spans an opening plane 13. The opening 12 is formed as a groove 1 1 or as a slot 10 and perpendicular to the Opening plane 13 is a central plane 14, which also intersects the longitudinal axis 9 of the support section 2. The longitudinal axis 9 of the supporting profile 2 and the mounting rail 1 is perpendicular to the plane of Fig. 2. The two skew legs 16 are aligned at an angle of approximately 45 ° to the central plane 14.
Der Beton 5 steht lediglich an dem unteren vertikal ausgerichteten Schenkel des Tragprofiles 2 und an den beiden Schrägschenkeln 16 in unmittelbarem Kontakt am Einbettbereich 6 mit dem Tragprofil 2. Am oberen vertikal ausgerichteten Schenkel des Tragprofiles 2 besteht keine unmittelbare Verbindung zwischen dem Tragprofil 2 und dem Beton 5, weil zwischen dem Tragprofil 2, d. h. dem vertikalen Schenkel des Tragprofiles 2, und dem Beton 5 die Auflage 8 angeordnet ist. In Fig. 3 ist das in Fig. 2 dargestellte Tragprofil 2 bzw. die Montageschiene 1 ohne der Einbettung in den Beton 5 dargestellt und in der gleichen Weise ist in Fig. 4 ein zweites Ausführungsbeispiel der Montageschiene 1 ohne Einbettung in den Beton 5 abgebildet. In den Fig. 5 und 6 sind dabei Seitenansichten der Montageschienen 1 gemäß dem ersten Ausführungsbeispiel in Fig. 2 und 3 und dem zweiten Ausführungsbeispiel in Fig. 4 abgebildet. Die in den Fig. 3 und 4 dargestellten Montageschienen 1 stellen somit einen Schnitt senkrecht zu der Zeichenebene von Fig. 5 und 6 dar. In den in den Fig. 5 und 6 dargestellten Seitenansichten der Montageschiene 1 ist in Fig. 5 die streifenförmige Auflage 8 als durchgehender Streifen ausgebildet, so dass die Länge des Streifens als Auflage 8 der Länge des Tragprofiles 2 entspricht und damit die Auflage in Richtung der Längsachse 9 der Montageschiene 1 vollständig ausgebildet ist. In Fig. 6 ist die Auflage 8 lediglich abschnittsweise in Richtung der Längsachse 9 an dem Tragprofil 2 ausgebildet, so dass die Auflage 8 in Richtung der Längsachse 9 nur teilweise vorhanden ist. Darüber hinaus ist in einer Umfangsrichtung an dem Einbettbereich 6 des Tragprofiles 2 oder senkrecht zu der Längsachse 9 der Montageschiene 1 in Fig. 5 und 6 bzw. in Fig. 3 und 4 die Auflage 8 nur teilweise ausgebildet. In Fig. 7 ist die Montageschiene 1 in einem dritten Ausführungsbeispiel als Querschnitt dargestellt. Die Geometrie des Tragprofiles 2 ist dabei im Wesentlichen rechteckförmig ausgebildet mit einem unteren horizontal ausgerichteten Schenkel, zwei vertikal ausgerichteten Schenkeln und zwei Streifenschenkel 22 an der Öffnung 12. An den beiden vertikal ausgerichteten Schenkeln des Tragprofiles 2 sind außenseitig am Einbettbereich 6 des Tragprofiles 2 die Auflagen 8 befestigt. Bezüglich des vertikalen Schenkels des Tragprofiles 2 ist dabei die Auflage 8 an dem vertikalen Schenkel des Tragprofiles 2 in einer Richtung senkrecht zu der Längsachse 9 der Montageschiene 1 vollständig ausgebildet. The concrete 5 is only on the lower vertically oriented leg of the supporting section 2 and on the two skew legs 16 in direct contact with the embedding 6 with the support section 2. At the upper vertically oriented leg of the support section 2 there is no direct connection between the support section 2 and the concrete 5, because between the support profile 2, that is, the vertical leg of the support section 2, and the concrete 5, the support 8 is arranged. In Fig. 3, the support profile shown in Fig. 2 2 and the mounting rail 1 is shown without embedding in the concrete 5 and in the same manner is shown in Fig. 4, a second embodiment of the mounting rail 1 without embedding in the concrete 5. In FIGS. 5 and 6, side views of the mounting rails 1 according to the first exemplary embodiment in FIGS. 2 and 3 and the second exemplary embodiment in FIG. 4 are shown. The mounting rails 1 illustrated in FIGS. 3 and 4 thus represent a section perpendicular to the plane of the drawing of FIGS. 5 and 6. In the side views of the mounting rail 1 shown in FIGS. 5 and 6, the strip-shaped support 8 is shown in FIG formed as a continuous strip, so that the length of the strip as a support 8 corresponds to the length of the support section 2 and thus the support in the direction of the longitudinal axis 9 of the mounting rail 1 is completely formed. In Fig. 6, the support 8 is only partially formed in the direction of the longitudinal axis 9 on the support section 2, so that the support 8 in the direction of the longitudinal axis 9 is only partially present. In addition, in a circumferential direction on the embedding region 6 of the supporting profile 2 or perpendicular to the longitudinal axis 9 of the mounting rail 1 in Fig. 5 and 6 and in Fig. 3 and 4, the support 8 is only partially formed. In Fig. 7, the mounting rail 1 is shown in a third embodiment as a cross section. The geometry of the support section 2 is substantially rectangular in shape with a lower horizontally oriented legs, two vertically aligned legs and two strip legs 22 at the opening 12. On the two vertically aligned legs of the support section 2 are on the outside of the embedding 6 of the support section 2, the conditions 8 attached. With respect to the vertical leg of the support section 2 while the support 8 is completely formed on the vertical leg of the support section 2 in a direction perpendicular to the longitudinal axis 9 of the mounting rail 1.
Das vierte in Fig. 8 abgebildete Ausführungsbeispiel der Montageschiene 1 unterscheidet sich von dem dritten Ausführungsbeispiel gemäß Fig. 7 dadurch, dass an den beiden vertikalen Schenkeln des Tragprofiles 2 die Auflagen 8 lediglich an der unteren Hälfte der vertikalen Schenkel des Tragprofiles 2 festgeklebt sind. Damit sind die Auflagen 8 bezüglich der vertikalen Schenkel des Tragprofiles 2 im vierten Ausführungsbeispiel senkrecht zu der Längsachse 9 der Montageschiene 1 nur teilweise ausgebildet. Die Ausdehnung der Auflagen 8 gemäß den in Fig. 7 und 8 dargestellten dritten und vierten Ausführungsbeispiel der Montageschiene 1 kann dabei senkrecht zu der Zeichenebene von Fig. 1 , d. h. in einer Richtung parallel zu der Längsachse 9 der Montageschiene 1 vollständig oder nur teilweise ausgebildet sein, d. h. in analoger Weise zu der Ausführung der Auflage 8 in den Abbildungen 5 und 6. The fourth illustrated in Fig. 8 embodiment of the mounting rail 1 differs from the third embodiment shown in FIG. 7, characterized in that on the two vertical legs of the support section 2, the supports 8 are glued only to the lower half of the vertical leg of the support section 2. Thus, the supports 8 with respect to the vertical legs of the support profile 2 in the fourth embodiment are formed perpendicular to the longitudinal axis 9 of the mounting rail 1 only partially. The extension of the supports 8 according to the third and fourth embodiment of the mounting rail 1 shown in FIGS. 7 and 8 can be perpendicular to the drawing plane of FIG. 1, d. H. be completely or partially formed in a direction parallel to the longitudinal axis 9 of the mounting rail 1, d. H. in an analogous manner to the embodiment of the support 8 in Figures 5 and 6.
In Fig. 9 ist ein fünftes Ausführungsbeispiel der Montageschiene 1 dargestellt. In dem in Fig. 9 dargestellten fünften Ausführungsbeispiel der Montageschiene 1 weist die Auflage 8 dabei eine unterschiedliche Dicke auf, so dass die Auflage 8 keilförmig am Beton 5 endet. Die Auflage 8 weist dabei an der Oberseite 7 der Montageschiene 1 eine größere Dicke auf als am unteren Ende der Auflage 8 am Beginn des Schrägschenkels 16 des Trag prof iles 2. In Fig. 10 ist ein Querschnitt einer in Beton 5 eingebetteten Montageschiene 1 mit einer Ausnehmung 21 des Betons 5 an der Oberseite des Betons 5 dargestellt. Bei der Herstellung des Bauwerkes mit der Montageschiene 1 und dem erhärtbaren Baustoff 4 als Beton 5 wird zunächst die Montageschiene 1 an der einzubettenden Stelle angeordnet, beispielsweise entsprechend an einer Schalung befestigt. Anschließend wird in den von der Schalung eingeschlossenen Raum der Beton 5 eingebracht. Nach dem Einbringen des Betons 5 und der damit verbundenen Verbindung des Betons 5 mit dem gesamten Einbettbereich 6 des Tragprofiles 2 wird an den beiden vertikal ausgerichteten Schenkeln des Tragprofiles 2 der Beton 5 wieder entfernt, so dass sich die streifenförmige Ausnehmung 21 ausbildet und damit die beiden vertikalen Schenkel des Tragprofiles 2 nicht mehr in Verbindung mit dem Beton 5 stehen. Das Entfernen des Betons 5 kann dabei während oder nach dem Aushärten des Betons 5 durchgeführt werden. Das Herausarbeiten des Betons 5 an den Ausnehmungen 21 kann dabei beispielsweise schleifend mit einem Diamantwerkzeug, mit einer Fräse, bohrend, meißelnd oder durch eine Kombination der genannten Verfahren durchgeführt werden. Die Breite des Schlitzes liegt dabei in einem Bereich zwischen 0,5 mm und 20 mm, vorzugsweise im Bereich zwischen 1 ,5 mm und 5 mm. Die Höhe des Schlitzes, nämlich der Ausnehmung 21 , entspricht dabei der Höhe des vertikalen Schenkels des Tragprofiles 2. Die Ausdehnung der Ausnehmung 21 senkrecht zu der Zeichenebene von Fig. 1 kann dabei entweder vollständig durchlaufend sein oder die Ausnehmung 21 ist an dem vertikalen Schenkel des Tragprofiles 2 senkrecht zu der Zeichenebene von Fig. 10, d. h. in einer Richtung parallel zu der Längsachse 9 des Tragprofiles 2, nur teilweise ausgebildet. In Fig. 9, a fifth embodiment of the mounting rail 1 is shown. In the illustrated in Fig. 9 the fifth embodiment of the mounting rail 1, the support 8 has a different thickness, so that the support 8 ends wedge-shaped on the concrete 5. The support 8 has at the top 7 of the mounting rail 1 has a greater thickness than at the bottom of the support 8 at the beginning of the oblique leg 16 of the support prof iles. 2 FIG. 10 shows a cross section of a mounting rail 1 embedded in concrete 5 with a recess 21 of the concrete 5 on the top side of the concrete 5. In the manufacture of the building with the mounting rail 1 and the hardenable building material 4 as concrete 5, the mounting rail 1 is first arranged at the point to be embedded, for example, attached to a formwork accordingly. Subsequently, the concrete 5 is introduced into the space enclosed by the formwork. After the introduction of the concrete 5 and the associated connection of the concrete 5 with the entire embedding 6 of the support section 2, the concrete 5 is removed again at the two vertically oriented legs of the supporting section 2, so that the strip-shaped recess 21 is formed and thus the two vertical leg of the support section 2 no longer stand in conjunction with the concrete 5. The removal of the concrete 5 can be carried out during or after the curing of the concrete 5. The working out of the concrete 5 at the recesses 21 can be carried out, for example, grinding with a diamond tool, with a milling cutter, drilling, chiseling or by a combination of said methods. The width of the slot is in a range between 0.5 mm and 20 mm, preferably in the range between 1, 5 mm and 5 mm. The height of the slot, namely the recess 21, corresponds to the height of the vertical leg of the support section 2. The extent of the recess 21 perpendicular to the plane of Fig. 1 can either be completely continuous or the recess 21 is on the vertical leg of the Support profiles 2 perpendicular to the plane of Fig. 10, ie in a direction parallel to the longitudinal axis 9 of the support section 2, only partially formed.
Abweichend von der oben beschriebenen Herstellungsweise für die Ausnehmung 21 kann die Ausnehmung 21 auch dadurch hergestellt werden, dass während des Einbringens des Betons 5 an den beiden vertikalen Schenkeln des Tragprofiles 2 ein nicht dargestellter Füllkörper angeordnet ist. Der Füllkörper kann dabei auch auf den vertikalen Schenkel des Tragprofiles 2 mittels Kleben befestigt sein. Nach dem Einbringen des Betons und dem teilweise oder vollständigen Erhärten des Betons 5 wird der nicht dargestellte Füllkörper wieder entfernt, so dass an dem Einbettbereich 6 des Tragprofiles 2 im Bereich der beiden vertikalen Schenkel die streifenförmige Ausnehmung 21 wiederum vorhanden ist. Auch auf diese Weise kann erreicht werden, dass am Tragprofil 2 in analoger Weise zu der Darstellung in Fig. 2 die Resultierende R aus der Last L in tieferen Schichten des Betons 5 geneigt nach unten in den Beton 5 eingeleitet wird. Dies bedingt eine große Bruchscholle 20 und von der Montageschiene 1 können große Lasten L, insbesondere Querkräfte, aufgenommen werden bei einer randnahen Einbindung der Montageschiene 1 in den Beton 5 bezüglich der Querkräfte. Notwithstanding the method of production described above for the recess 21, the recess 21 can also be produced in that during the introduction of the concrete 5 on the two vertical legs of the supporting profile 2, a packing, not shown, is arranged. The filler can also be attached to the vertical leg of the support section 2 by gluing. After the introduction of the concrete and the partial or complete hardening of the concrete 5 is the Not shown filling body removed again, so that the strip-shaped recess 21 is in turn present at the embedding 6 of the support section 2 in the region of the two vertical legs. Also in this way it can be achieved that on the support section 2 in an analogous manner to the illustration in Fig. 2, the resultant R from the load L in deeper layers of the concrete 5 inclined downwards into the concrete 5 is introduced. This requires a large fragmentation block 20 and of the mounting rail 1, large loads L, in particular lateral forces are absorbed at a near-border integration of the mounting rail 1 in the concrete 5 with respect to the transverse forces.
In Fig. 1 1 ist ein weiteres Ausführungsbeispiel zur Einbettung der Montageschiene 1 in den Beton 5 dargestellt. Die Montageschiene 1 ist dabei zu hoch in den Beton 5 eingebettet, so dass der Einbettbereich 6 des Tragprofiles 2 im Bereich der beiden vertikalen Schenkel des Tragprofiles 2 außerhalb des Betons 5 angeordnet ist. Damit sind lediglich die beiden Schrägschenkel 16 und der horizontal ausgerichtete Schenkel des Tragprofiles 2 in Verbindung mit dem Beton 5. Auch in dieser Ausgestaltung kann erreicht werden, dass die Resultierende R aus der Last L stärker geneigt nach unten in Richtung zu tieferen Schichten des Betons 5 in den Beton 5 eingeleitet werden kann und dadurch eine größere Bruchscholle 20 bedingt. In Fig. 1 1, a further embodiment for embedding the mounting rail 1 is shown in the concrete 5. The mounting rail 1 is embedded too high in the concrete 5, so that the embedding 6 of the support section 2 in the region of the two vertical legs of the support section 2 outside the concrete 5 is arranged. Thus, only the two skew legs 16 and the horizontally oriented legs of the support section 2 in conjunction with the concrete 5. Also in this embodiment can be achieved that the resultant R from the load L more inclined down towards deeper layers of the concrete. 5 can be introduced into the concrete 5 and thereby causes a larger fragmentation block 20.
Die verschiedenen Ausführungsbeispiele können miteinander kombiniert werden, sofern nichts Gegenteiliges erwähnt wird und/oder soweit es sinnvoll ist. The various embodiments may be combined with each other unless otherwise stated and / or as appropriate.
Insgesamt betrachtet sind mit der erfindungsgemäßen Montageschiene 1 wesentliche Vorteile verbunden. Die von der Montageschiene 1 mit dem Tragprofil 2 in den Baustoff 4 eingeleiteten Kräfte als Resultierende R aufgrund der auf die Montageschiene 1 wirkende Last L wird in tiefere Schichten geneigt in den Baustoff 4 eingeleitet, so dass dadurch eine große Bruchscholle 20 erzielt werden kann. Damit können von der Montageschiene 1 größere Kräfte als Last L aufgenommen werden. Dies ist insbesondere bei einer Einbindung der Montageschiene 1 randseitig in den Baustoff 4 mit angreifenden Querkräften als Last L von Vorteil. Bei der randseitigen Einbindung der Montageschiene 1 weist der Baustoff 4 von der Montageschiene 1 in Richtung der Querkraft bzw. der Last L zum Ende des Baustoffes 4 nur eine geringe Ausdehnung auf. Overall, significant advantages are associated with the mounting rail 1 according to the invention. The introduced from the mounting rail 1 with the support section 2 in the building material 4 forces resulting as R due to acting on the mounting rail 1 load L is inclined into deeper layers introduced into the building material 4, so that thereby a large fragmentation block 20 can be achieved. This allows greater forces to be absorbed by the mounting rail 1 as a load L. This is in particular with an integration of the mounting rail 1 edge in the building material 4 with attacking shear forces as a load L advantage. In the peripheral integration of the mounting rail 1, the building material 4 from the mounting rail 1 in the direction of the transverse force or the load L to the end of the building material 4 only a small extent.

Claims

ANSPRÜCHE
Montageschiene (1 ) zum Einbetten in einen erhärtbaren Baustoff (4), z. B. Beton (5), mit einem Tragprofil (2) und vorzugsweise einem Mittel (3) zum Befestigen wenigstens eines Anbauteiles an der Montageschiene (1 ), so dass das Tragprofil (2) außenseitig an einem Einbettbereich (6) eine unmittelbare Verbindung mit dem erhärtbaren Baustoff (4) aufweist, dadurch gekennzeichnet, dass an dem Tragprofil (2) außenseitig an dem Einbettbereich (6) eine, vorzugsweise kompressible, Auflage (8) befestigt ist, so dass das Tragprofil (2) außenseitig an dem Einbettbereich (6) teilweise keinen unmittelbaren Kontakt mit dem erhärtbaren Baustoff (4) aufweist. Mounting rail (1) for embedding in a hardenable building material (4), z. As concrete (5), with a support profile (2) and preferably a means (3) for attaching at least one attachment to the mounting rail (1), so that the support profile (2) on the outside of a Einbettbereich (6) has a direct connection with the hardenable building material (4), characterized in that on the support profile (2) on the outside of the embedding area (6) a, preferably compressible, support (8) is fixed, so that the support profile (2) on the outside of the embedding (6 ) partially no direct contact with the hardenable building material (4).
Montageschiene nach Anspruch 1 , dadurch gekennzeichnet, dass die Auflage (8) stoffschlüssig, insbesondere mittels eines Klebstoffes, an dem Tragprofil (2) befestigt ist Mounting rail according to claim 1, characterized in that the support (8) is firmly bonded to the support profile (2), in particular by means of an adhesive
und/oder and or
die Auflage (8) mehrteilig ist. Montageschiene nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Auflage (8) außenseitig an dem Einbettbereich (6) des the support (8) is in several parts. Mounting rail according to claim 1 or 2, characterized in that the support (8) on the outside of the embedding area (6) of the
Tragprofiles (2) nur teilweise ausgebildet ist, so dass Tragprofil (2) nur teilweise keinen unmittelbaren Kontakt mit dem erhärtbaren Baustoff (4) aufweist. Support profiles (2) is only partially formed, so that support profile (2) only partially no direct contact with the hardenable building material (4).
4. Montageschiene nach Anspruch 3, dadurch gekennzeichnet, dass die Auflage (8) in Richtung einer Längsachse (9) der 4. Mounting rail according to claim 3, characterized in that the support (8) in the direction of a longitudinal axis (9) of
Montageschiene (1 ) nur teilweise oder vollständig ausgebildet ist und/oder  Mounting rail (1) is only partially or completely formed and / or
die Auflage (8) senkrecht zu der Längsachse (9) der  the support (8) perpendicular to the longitudinal axis (9) of
Montageschiene (1 ) nur teilweise oder vollständig ausgebildet ist und/oder  Mounting rail (1) is only partially or completely formed and / or
der Einbettbereich (6) in einer Richtung parallel zu der Längsachse (9) eine Verbindung und keine Verbindung zu dem erhärtbaren Baustoff (4) aufweist  the embedding area (6) has a connection in a direction parallel to the longitudinal axis (9) and no connection to the hardenable building material (4)
und/oder  and or
der Einbettbereich (6) in einer Richtung senkrecht zu der Längsachse (9) eine Verbindung und keine Verbindung zu dem erhärtbaren Baustoff (4) aufweist.  the embedding area (6) has a connection in a direction perpendicular to the longitudinal axis (9) and no connection to the hardenable building material (4).
5. Montageschiene nach einem oder mehreren der vorhergehenden 5. Mounting rail according to one or more of the preceding
Ansprüche, dadurch gekennzeichnet, dass die Auflage (8) außenseitig am Einbettbereich (6) der Montageschiene (1 ) streifenförmig angeordnet ist.  Claims, characterized in that the support (8) on the outside of the embedding region (6) of the mounting rail (1) is arranged in strips.
6. Montageschiene nach einem oder mehreren der vorhergehenden 6. Mounting rail according to one or more of the preceding
Ansprüche, dadurch gekennzeichnet, dass die Auflage (8) wenigstens teilweise, insbesondere vollständig, aus Schaumstoff, Styropor oder einem Gewebe, insbesondere aus Kunststoff, gebildet ist. Claims, characterized in that the support (8) at least partially, in particular completely, from Foam, Styrofoam or a fabric, in particular made of plastic, is formed.
7. Montageschiene nach einem oder mehreren der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Tragprofil (2) im Querschnitt im Wesentlichen C-förmig ausgebildet ist 7. Mounting rail according to one or more of the preceding claims, characterized in that the support profile (2) is formed in cross-section substantially C-shaped
und/oder  and or
das Mittel (3) zum Befestigen von Anbauteilen wenigstens einen Bolzen, Schraube, z. B. Hakenschrauben (18), eine Nut (1 1 ), einen Schlitz (10) oder einen von dem Tragprofil (2) umschlossenen Innenraum (17) mit einer Öffnung (12) als Nut (1 1 ) oder Schlitz (10) umfasst.  the means (3) for attaching attachments at least one bolt, screw, z. B. hook screws (18), a groove (1 1), a slot (10) or one of the support profile (2) enclosed interior (17) having an opening (12) as a groove (1 1) or slot (10) ,
Montageschiene nach einem oder mehreren der vorhergeh Mounting rail according to one or more of the vorhergeh
Ansprüche, dadurch gekennzeichnet, dass die Montageschiene (1) wenigstens einen, vorzugsweise mehrere, Anker (15) zum Einbetten in den erhärtbaren Baustoff (4) aufweist un vorzugsweise der wenigstens eine Anker (15) an dem Tragprofil (2) befestigt ist.  Claims, characterized in that the mounting rail (1) at least one, preferably a plurality of anchors (15) for embedding in the hardenable building material (4) and preferably at least one anchor (15) on the support profile (2) is attached.
Montageschiene nach Anspruch 8, dadurch gekennzeichnet, dass der wenigstens eine Anker (15) im Wesentlichen senkrecht Mounting rail according to claim 8, characterized in that the at least one armature (15) substantially perpendicular
Längsachse (9) der Montageschiene (1) ausgerichtet ist. Longitudinal axis (9) of the mounting rail (1) is aligned.
10. Montageschiene nach einem oder mehreren der Ansprüche 7 bis 9, dadurch gekennzeichnet, dass das Tragprofil (2) eine oder zwei Schrägschenkel (16) aufweist, die in einem spitzen Winkel, insbesondere mit einem Winkel zwischen 20° und 70°, zu eine Zentralebene (14) ausgerichtet sind, wobei die Zentralebene (14) senkrecht auf einer von der Öffnung (12) aufgespannten Öffnungsebene (13) steht und vorzugsweise die Längsachse (9) der Montageschiene (1) schneidet. 10. Mounting rail according to one or more of claims 7 to 9, characterized in that the supporting profile (2) has one or two skew limbs (16) which at an acute angle, in particular at an angle between 20 ° and 70 °, to a Central plane (14) are aligned, wherein the central plane (14) perpendicular to a plane defined by the opening (12) opening plane (13) and preferably the longitudinal axis (9) of the mounting rail (1) intersects.
1 1. Montageschiene nach einem oder mehreren der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Montageschiene (1 ), insbesondere das Tragprofil (2), wenigstens teilweise, insbesondere vollständig, aus Metall, z. B. Eisen, Stahl oder Aluminium, und/oder aus Kunststoff besteht. 1 1. Mounting rail according to one or more of the preceding claims, characterized in that the mounting rail (1), in particular the support profile (2), at least partially, in particular completely, made of metal, for. As iron, steel or aluminum, and / or plastic.
12. Verfahren zum Einbetten einer Montageschiene (1 ), insbesondere einer Montageschiene (1 ) gemäß einem oder mehrerer der 12. A method for embedding a mounting rail (1), in particular a mounting rail (1) according to one or more of
vorhergehenden Ansprüche, in einen erhärtbaren Baustoff (4), z. B. Beton (5) oder Mörtel, mit den Schritten:  preceding claims, in a hardenable building material (4), z. Concrete (5) or mortar, with the steps:
- Anordnen der Montagschiene (1 ) mit einem Tragprofil (2) an der einzubettenden Stelle,  Arranging the mounting rail (1) with a supporting profile (2) at the point to be embedded,
- Einbringen eines erhärtbaren Baustoffes (4) in einen von einer Schalung begrenzten Raum, so dass das Tragprofil (2) mit dem erhärtbaren Baustoff (4) in Verbindung gebracht wird,  - introducing a hardenable building material (4) in a space bounded by a formwork, so that the support profile (2) is associated with the hardenable building material (4),
- Erhärten des Baustoffes (4), dadurch gekennzeichnet, dass der Baustoff (4) dahingehend in den Raum eingebracht und vorzugsweise aus dem Raum entfernt wird, dass außenseitig an einem Einbettbereich (6) des Tragprofiles (2) der Baustoff nur teilweise mit dem Tragprofil (2), insbesondere unmittelbar, in - Hardening of the building material (4), characterized in that the building material (4) to the effect introduced into the room and is preferably removed from the room that the outside of an embedding area (6) of the supporting profile (2) of the building material only partially with the support profile (2), in particular directly, in
Verbindung steht.  Connection stands.
13. Verfahren nach Anspruch 1 1 , dadurch gekennzeichnet, dass vor dem Anordnen der Montageschiene (1 ) am Einbettbereich (6) des Tragprofiles (2) eine, vorzugsweise kompressible, Auflage (8) befestigt wird. 13. The method according to claim 1 1, characterized in that prior to arranging the mounting rail (1) at the embedding area (6) of the supporting profile (2), a preferably compressible support (8) is attached.
14. Verfahren nach Anspruch 12 oder 13, dadurch gekennzeichnet, dass vor dem Einbringen des Baustoffes (4) am Einbettbereich (6) des Tragprofiles (2) teilweise Füllkörper angelegt werden und nach dem Einbringen und/oder Erhärten des Baustoffes (4) die Füllkörper entfernt werden, so dass eine Ausnehmung (21 ) zwischen dem Tragprofil (2) und dem Baustoff (4) gebildet wird 14. The method according to claim 12 or 13, characterized in that prior to the introduction of the building material (4) at the embedding area (6) of the supporting profile (2) partial packing are applied and after the introduction and / or hardening of the building material (4) the packing are removed, so that a recess (21) between the support profile (2) and the building material (4) is formed
und/oder  and or
nach dem Einbringen oder Erhärten des Baustoffes (4) der Baustoff (4) im Bereich des Tragprofiles (2) teilweise entfernt wird, so dass die after the introduction or hardening of the building material (4) the building material (4) in the region of the supporting profile (2) is partially removed, so that the
Ausnehmung (21 ) zwischen dem Tragprofil (2) und dem Baustoff (4) gebildet wird Recess (21) between the support section (2) and the building material (4) is formed
und/oder  and or
die Montageschiene (1 ) dahingehend, insbesondere zu hoch, an der einzubettenden Stelle angeordnet wird, dass nach dem Einbringen des Baustoffes (4) der Einbettbereich (6) des Tragprofiles (2) nur teilweise, insbesondere nur in einem unteren Bereich, mit dem Baustoff (4) in Verbindung steht. the mounting rail (1) to the effect, in particular too high, is placed at the point to be embedded, that after the introduction of the building material (4) of the embedding (6) of the supporting profile (2) only partially, in particular only in a lower region, with the building material (4) communicates.
15. Bauwerk oder Komponente, z. B. Wand oder Decke, des Bauwerkes aus einem erhärtbaren Baustoff (4) mit einer in den Baustoff (4) eingebetteten Montageschiene (1 ), dadurch gekennzeichnet, dass die Montageschiene (1 ) als eine Montageschiene (1 ) gemäß einem oder mehrerer der Ansprüche 1 bis 1 1 ausgebildet ist 15th building or component, z. As wall or ceiling of the building of a hardenable building material (4) with a in the building material (4) embedded mounting rail (1), characterized in that the mounting rail (1) as a mounting rail (1) according to one or more of the claims 1 to 1 1 is formed
und/oder  and or
das Bauwerk oder die Komponente des Bauwerkes mit einem the building or the component of the building with a
Verfahren gemäß einem oder mehrerer der Ansprüche 12 bis 14 hergestellt ist. Method according to one or more of claims 12 to 14 is produced.
EP11700734.4A 2010-04-29 2011-01-12 Mounting rail Not-in-force EP2563983B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE201010028349 DE102010028349A1 (en) 2010-04-29 2010-04-29 mounting rail
PCT/EP2011/050317 WO2011134680A1 (en) 2010-04-29 2011-01-12 Mounting rail

Publications (2)

Publication Number Publication Date
EP2563983A1 true EP2563983A1 (en) 2013-03-06
EP2563983B1 EP2563983B1 (en) 2014-03-05

Family

ID=44262777

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11700734.4A Not-in-force EP2563983B1 (en) 2010-04-29 2011-01-12 Mounting rail

Country Status (7)

Country Link
US (1) US8635832B2 (en)
EP (1) EP2563983B1 (en)
CN (1) CN102859089B (en)
AU (1) AU2011247280A1 (en)
DE (1) DE102010028349A1 (en)
ES (1) ES2460715T3 (en)
WO (1) WO2011134680A1 (en)

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Also Published As

Publication number Publication date
ES2460715T3 (en) 2014-05-14
WO2011134680A1 (en) 2011-11-03
CN102859089B (en) 2015-04-01
US20130145720A1 (en) 2013-06-13
EP2563983B1 (en) 2014-03-05
AU2011247280A1 (en) 2012-11-22
US8635832B2 (en) 2014-01-28
DE102010028349A1 (en) 2011-11-03
CN102859089A (en) 2013-01-02

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