EP2918744B1 - Rail de fixation destiné à être intégré dans un élément de construction en béton, notamment une poutre en béton - Google Patents

Rail de fixation destiné à être intégré dans un élément de construction en béton, notamment une poutre en béton Download PDF

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Publication number
EP2918744B1
EP2918744B1 EP14000901.0A EP14000901A EP2918744B1 EP 2918744 B1 EP2918744 B1 EP 2918744B1 EP 14000901 A EP14000901 A EP 14000901A EP 2918744 B1 EP2918744 B1 EP 2918744B1
Authority
EP
European Patent Office
Prior art keywords
legs
profile
fixing rail
rail according
anchors
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.)
Active
Application number
EP14000901.0A
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German (de)
English (en)
Other versions
EP2918744A1 (fr
Inventor
Dirk Albartus
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.)
Leviat GmbH
Original Assignee
Halfen GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Halfen GmbH and Co KG filed Critical Halfen GmbH and Co KG
Priority to PL14000901T priority Critical patent/PL2918744T3/pl
Priority to EP14000901.0A priority patent/EP2918744B1/fr
Publication of EP2918744A1 publication Critical patent/EP2918744A1/fr
Application granted granted Critical
Publication of EP2918744B1 publication Critical patent/EP2918744B1/fr
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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
    • E04B1/4171—Nailable or non-threaded screwable elements

Definitions

  • the invention relates to a mounting rail for embedding in a concrete component, in particular a concrete beam of the type specified in the preamble of claim 1.
  • mounting rails made of steel are known, which are embedded in the concrete during casting of the component.
  • the mounting rail is arranged such that it is flush with the surface of the concrete component.
  • the attachment of the flat member to the mounting rail is done in a simple manner by means of self-drilling screws, which are screwed through the flat member and the mounting rail.
  • a soft body is provided behind or in the mounting rail, in which the tip or the front part of the screw penetrates.
  • the DE 39 26 416 A1 discloses a mounting rail according to the features of the preamble of claim 1, and describes an embeddable in the concrete beam rail for attachment of trapezoidal sheets or the like by means of screwed into the rail back, einrabbarer in a soft layer of the rail screws and in the same direction above anchors.
  • the mounting rail and the anchor can be designed differently.
  • the anchors are welded to the outside of the mounting rail or on its underside or at free ends of the legs of a U-shaped profile. In particular, attaching the anchors to the ends of the legs is difficult and provides only a small interface. Depending on the design are because of the Short distance of the anchor to the surface of the concrete component measures to meet corrosion protection.
  • the present invention has for its object to provide a mounting rail of the type mentioned, in which a corrosion protection of the anchor is not necessary and still a simple but safe welding of the anchor with the profile is possible.
  • the welding of the anchors on the inside of the legs of the profile has the advantage that a large bonding surface is provided for the welding and the distance between the surface of the concrete component and the anchor is sufficiently large so as not to require corrosion protection. In this way, the manufacturing costs for the mounting rail are lowered, since only the profile must have corrosion protection.
  • the anchors are designed as anchor rods.
  • Such anchor rods can be easily manufactured from a rod material which is cut to length.
  • the anchor rods are provided at their ends remote from the sections for attachment with a molded in particular by upsetting foot.
  • the anchors are designed as anchor bracket.
  • an anchor bracket comprises a bent end from which legs extend substantially parallel to each other, which merge into outwardly bent portions and having free ends extending along the inner sides of the legs of the U-profile extend within the cavity.
  • the anchors are wave-shaped, which are welded to the inner sides of the legs of the profile.
  • the legs of the profile extend orthogonal to the web.
  • the legs of the profile have inclined to the web extending portions, wherein the adjoining the web portions are inclined in the cavity and the other portions are inclined outwardly.
  • the legs of the profile from the surface of the concrete component to an end of the leg on the outside have a height of at least 25 mm.
  • the dimension of 25 mm corresponds to current standardization and means that the imaginary path of penetrating water from the concrete surface to the steel parts not provided with a corrosion protection, in this case the non-tined anchors, must be greater than 25 mm.
  • a soft body in the cavity of the profile is preferably a foam, in particular a polystyrene foam or a Soft material layer provided. The material of this body must only have such a stability to remain dimensionally stable when pouring the concrete.
  • a mounting rail 1 which consists of an elongated, made of steel and in cross-section U-shaped profile 2 and attached thereto, also from Steel existing anchor rods 3 is formed.
  • the U-profile 2 comprises a web 4 and molded legs 5, which extend only slightly diverging. Between the legs 5 and bounded by the web 4, a cavity 6 is formed. At the cavity 6 facing inner sides 7 of the legs 5 sections 8 of the ends of the anchor rods 3 are connected by means of welds or welds 9.
  • the anchor rods 3 are provided on the profile 2 facing away from the ends 10 with a molded foot 11, which is generated for example by upsetting the end 10.
  • the cavity 6 is substantially filled with a foam body 12 or with a layer of soft material.
  • the foam body 12 may in particular consist of a polystyrene.
  • the foam body 12 is inserted into the cavity 6 of the profile 2 after welding the ends 8 of the anchor rods 3 to the legs 5.
  • a strip of polystyrene is introduced into the cavity 6, which is at least frictionally secured between the sections 8 of the ends of the tie rods 3 and whose height corresponds at least approximately to the extent of the legs 5.
  • other attachments of the foam body 12 are possible, in particular the bonding of the foam body 12 to the profile 2.
  • Fig. 1 is the measure of the legs 5 of the height h, this is the outer dimension of the legs 5 between the surface of the web 4 and a free end 5 'of the leg fifth
  • the Fig. 2 shows as an individual part of the anchor rod 3 with the leg to be welded to the section 8 of the rod end and designed as a foot 11 end 10.
  • the material of in Fig. 1 shown profile 2 is for reasons of corrosion protection, for example, hot-dip galvanized steel, whereas the anchor rods 3 are made of non-galvanized steel, since the height h of the legs 5 ⁇ 25 mm and thus the distance to the surface of the concrete part in which the mounting rail 1 is embedded , sufficient to safely prevent corrosion of the tie rods 3.
  • the Fig. 3 shows a variant of the mounting rail 1, in which the profile 2 is provided with anchor brackets 13.
  • the shape of the anchor bracket 13 is - as well as off Fig. 4 seen - forked with a curved end 14, from which legs 15 extend substantially parallel, which merge in outwardly bent portions 16 and free ends 17 which extend along the inner sides 7 of the legs 5 of the profile 2 extend and are secured by welds 9 or welds to this.
  • the height h between the outside of the web 4 and the free end 5 'of the leg 5 is at least 25 mm.
  • Fig. 5 is a section through a mounting rail 18 is shown, which consists of a profile 19 with lateral legs 20 and anchors 21.
  • the profile 19 has a web 22, on which the legs 20 are formed, wherein the legs 20 inwardly into a cavity 23 inclined portions 24 and outwardly inclined end portions 25 include.
  • the anchors 21 are fixed by means of welds or welds 27.
  • a foam body 12 is arranged, as this already too Fig. 1 and 3 is described.
  • the Fig. 6 shows an example of a wavy armature 21, which in each case in the region of upper caps 28 to the in Fig. 5 shown sections 25 is welded.
  • the material for the profile 19 is preferably hot-dip galvanized steel, while the anchors 21 are not treated for corrosion protection, as the length along the legs 20 from the outer surface of the web 22 and the surface of the concrete component to the end 20 'of the section 25 ⁇ 25 mm and is therefore sufficient to prevent the ingress of moisture. Due to the shape of the legs 20 a good positive embedding is given in the concrete, with an additional anchorage in the concrete takes place through the armature 21.
  • other types of anchors can be welded to this profile 19, for example anchor rods with or without feet, as in Fig. 2 shown.
  • the Fig. 7 shows a variant of the mounting rail 18 according to Fig. 5 wherein the profile 19 is substantially the shape of the profile 19 in FIG Fig. 5 equivalent.
  • the mounting rail in Fig. 7 has welded to the sections 25 of the profile 19 anchor bracket 29, which essentially the anchor brackets 13 in 3 and 4 However, but free ends 30 include, which are also inclined according to the inclination of the portions 25 of the legs 20 to provide a corresponding contact surface for welding the anchor bracket with the profile.
  • Fig. 8 is the Anchor bracket 29 shown as a single part. Incidentally, the reference numerals in FIGS. 7 and 8 for equal parts with those of FIGS. 3 and 4 match. The execution in Fig.
  • the Fig. 9 shows a section of a variant of the mounting rail according to Fig. 5 in a perspective view, wherein the profile 19 with anchor rods 3 according to Fig. 2 is provided.
  • Fig. 9 has the mounting rail 18 in the sections 25 openings 31, achieved by the additional anchoring of the mounting rail 18 in the concrete and the load capacity is improved.
  • This mounting rail 18 with openings 31 in the sections 25 can be used for low loads anchorless as cost-effective mounting rail.
  • the same profile can be provided with anchors 3, when mounting rails 18 are required for high loads.

Landscapes

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

Claims (11)

  1. Rail de fixation destiné à être intégré dans un élément de construction en béton, notamment une poutre en béton, étant précisé que le rail de fixation (1, 18) comprend un profilé (2, 19) dans lequel sont soudés des ancrages (3, 13, 21, 29), et que le profilé (2, 19) a globalement la forme d'un U, avec une âme (4, 22) et des branches latérales (5, 20), étant précisé que l'âme (4, 22), lors de l'intégration, forme une surface plane avec la surface de l'élément de construction en béton et qu'une cavité (6, 23) est formée entre l'âme (4, 22) et les branches (5, 20) et qu'un corps souple (12) est disposé dans ladite cavité (6, 23),
    caractérisé en ce que des sections (8, 17, 28, 30) des ancrages (3, 13, 21, 29) sont appliquées contre les côtés intérieurs (7, 26) des branches (5, 20) tournés vers la cavité (6, 23), et à l'aide de cordons de soudure (9, 27) ou de points de soudure les ancrages (3, 13, 21, 29) sont reliés aux branches (5, 20) du profilé (2, 19).
  2. Rail de fixation selon la revendication 1,
    caractérisé en ce que les ancrages sont réalisés sous la forme de barres d'ancrage (3).
  3. Rail de fixation selon la revendication 2,
    caractérisé en ce que les barres d'ancrage (3) sont pourvues, à leurs extrémités (10) opposées aux sections (8) destinées à la fixation, d'une base (11) rapportée en particulier par refoulement.
  4. Rail de fixation selon la revendication 1,
    caractérisé en ce que les ancrages sont réalisés sous la forme d'étriers d'ancrage (13,29).
  5. Rail de fixation selon la revendication 4,
    caractérisé en ce que les étriers d'ancrage (13, 29) présentent une extrémité pliée (14) à partir de laquelle s'étendent globalement parallèlement des branches (15) qui se prolongent par des sections (16) pliées vers l'extérieur et qui présentent des extrémités libres (17) qui s'étendent le long des côtés intérieurs (7, 26) des branches (5, 20) du profilé (2, 19) et sont fixées à celles-ci à l'aide de cordons de soudure (9, 27) ou de points de soudure.
  6. Rail de fixation selon la revendication 1,
    caractérisé en ce que les ancrages (21) ont une forme ondulée et présentent plusieurs crêtes (28) qui sont soudées aux côtés intérieurs (26) des branches (20) du profilé (19).
  7. Rail de fixation selon la revendication 1,
    caractérisé en ce que les branches (5) du profilé (2) sont orthogonales par rapport à l'âme (4).
  8. Rail de fixation selon la revendication 1,
    caractérisé en ce que les branches (20) du profilé (19) présentent des sections (24, 25) inclinées par rapport à l'âme (22), étant précisé que les sections (24) qui font suite à l'âme (22) sont inclinées vers la cavité (23) et que les autres sections (25) sont inclinées vers l'extérieur.
  9. Rail de fixation selon la revendication 8,
    caractérisé en ce que dans les sections (25) des branches (20) qui sont inclinées vers l'extérieur sont prévues des ouvertures (31).
  10. Rail de fixation selon la revendication 1,
    caractérisé en ce que les branches (20) du profilé (19) présentent sur le côté extérieur, de la surface de l'élément de construction jusqu'à une extrémité (5') de la branche (20), une hauteur (h) d'au moins 25 mm.
  11. Rail de fixation selon l'une des revendications 1 à 10,
    caractérisé en ce que le corps (12) se compose d'une mousse, en particulier d'une mousse de polystyrène ou d'une couche de matière souple.
EP14000901.0A 2014-03-13 2014-03-13 Rail de fixation destiné à être intégré dans un élément de construction en béton, notamment une poutre en béton Active EP2918744B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL14000901T PL2918744T3 (pl) 2014-03-13 2014-03-13 Szyna mocująca do osadzenia w betonowym elemencie konstrukcyjnym, zwłaszcza w belce betonowej
EP14000901.0A EP2918744B1 (fr) 2014-03-13 2014-03-13 Rail de fixation destiné à être intégré dans un élément de construction en béton, notamment une poutre en béton

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP14000901.0A EP2918744B1 (fr) 2014-03-13 2014-03-13 Rail de fixation destiné à être intégré dans un élément de construction en béton, notamment une poutre en béton

Publications (2)

Publication Number Publication Date
EP2918744A1 EP2918744A1 (fr) 2015-09-16
EP2918744B1 true EP2918744B1 (fr) 2016-08-24

Family

ID=50343561

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Application Number Title Priority Date Filing Date
EP14000901.0A Active EP2918744B1 (fr) 2014-03-13 2014-03-13 Rail de fixation destiné à être intégré dans un élément de construction en béton, notamment une poutre en béton

Country Status (2)

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EP (1) EP2918744B1 (fr)
PL (1) PL2918744T3 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102020006992A1 (de) 2020-11-16 2022-05-19 JORDAHL GmbH Befestigungsschiene

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3926416A1 (de) 1989-08-10 1991-02-21 Halfeneisen Gmbh & Co Kg In betontraeger oder dergleichen einbettbare befestigungsschiene
DE29610257U1 (de) * 1996-05-31 1996-10-02 Deutsche Kahneisen Gesellschaft mbH, 12057 Berlin Vorrichtung zur Herstellung einer in Beton einbettbaren Befestigungsvorrichtung, insbesondere für Trapezbleche
DE19623273A1 (de) 1996-05-31 1997-12-04 Kahneisen Ges Mbh Deutsche Verfahren zur Herstellung einer in Beton einbettbaren Befestigungsvorrichtung insbesondere für Trapezbleche
DE29704854U1 (de) * 1997-03-05 1998-04-02 Deutsche Kahneisen Gesellschaft mbH, 12057 Berlin Befestigungsschiene zum Einbau in Längs-, Rand- und Stegbewehrungen versehene Betonbauteile, insbesondere zur Befestigung von Trapezblechen
DE19737246A1 (de) * 1997-08-27 1999-03-18 Messer Griesheim Schweistechni Vorrichtung zum Widerstandsschweißen von U-förmigen Profilen mit stangenförmigen Profilen

Also Published As

Publication number Publication date
PL2918744T3 (pl) 2017-04-28
EP2918744A1 (fr) 2015-09-16

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