EP2946043A1 - Élément à profilés de construction - Google Patents

Élément à profilés de construction

Info

Publication number
EP2946043A1
EP2946043A1 EP13810935.0A EP13810935A EP2946043A1 EP 2946043 A1 EP2946043 A1 EP 2946043A1 EP 13810935 A EP13810935 A EP 13810935A EP 2946043 A1 EP2946043 A1 EP 2946043A1
Authority
EP
European Patent Office
Prior art keywords
profile
element according
construction
legs
building
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
EP13810935.0A
Other languages
German (de)
English (en)
Other versions
EP2946043B1 (fr
Inventor
Christof Maisch
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.)
Protektorwerk Florenz Maisch GmbH and Co KG
Original Assignee
Protektorwerk Florenz Maisch 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 Protektorwerk Florenz Maisch GmbH and Co KG filed Critical Protektorwerk Florenz Maisch GmbH and Co KG
Publication of EP2946043A1 publication Critical patent/EP2946043A1/fr
Application granted granted Critical
Publication of EP2946043B1 publication Critical patent/EP2946043B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
    • E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/291—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures with apertured web
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0482—Z- or S-shaped

Definitions

  • the present invention relates to a building profile element having a first and a second profile, each comprising an inner and an outer profile leg, each having an inner side and an outer side and the profile leg interconnecting profile web, wherein between the inner profile leg of the first profile and the inner profile leg the second profile is provided at least one sound-absorbing and / or heat-insulating intermediate element.
  • Construction profile elements of this type are used, for example, as upright profiles.
  • the outer sides of the outer profile legs are provided with plate-shaped elements, the corresponding plate-shaped elements usually being screwed to the outer profile legs.
  • the building profile elements are formed in two parts with a first and a second profile. These are arranged side by side so that the outer sides of the inner profile legs of the two profiles face each other, wherein the two outer sides are connected to one another via the sound-insulating and / or heat-insulating intermediate element.
  • the problem with this is that in some construction elements of the type mentioned the stability of the structural elements is reduced. It is therefore an object of the present invention to provide a building profile element of the type mentioned, which has a high stability and at the same time sound-absorbing and / or heat-insulating properties.
  • this object is achieved in that the intermediate element rests against the inner sides of the two inner profile legs.
  • the first and the second profile are thus not arranged side by side according to the invention that the intermediate element connects the two outer sides of the inner profile legs, but so that the intermediate element rests against the inner sides of the two inner profile legs .
  • the inner profile limb of the first profile protrude into the region between the inner and outer profile limbs of the second profile and the inner profile limb of the second profile into the region between the inner and outer profile limb of the first profile.
  • the entire area which is defined by the outermost portions of the respective inner and outer profile leg.
  • this area can be represented by a so-called "bounding box" (smallest enclosing rectangle).
  • the first and the second profile interlock. In this embodiment, thus protrude the inner profile legs of the two profiles not only in the bounding box of the other profile, but so far between the inner and outer profile legs of the other profile that the two profiles are "interlocked" with each other.
  • the profile webs of the first and second profile overlap at least in regions. This facilitates engagement of the two profiles with each other. Depending on the size of the overlap, the total width of the construction profile element can be adjusted.
  • the inner profile legs of the first and the second profile overlap at least partially. Depending on how strong the overlap takes place, the aforementioned toothing and thus the interlocking of the two profiles are reinforced.
  • the intermediate element in the overlapping direction is advantageously arranged at least in regions between the two inner profile legs. In the overlap region, a sandwich structure is thus formed, consisting of the inner profile limbs and the intermediate element lying between them.
  • the inner sides of the two inner profile legs are connected to one another via the intermediate element.
  • the connection can take place in that the intermediate element is glued to the inner sides of the two inner profile legs.
  • the intermediate element is sprayed or extruded onto the inner sides of the two inner profile legs and thereby a connection between the intermediate element and the inner sides of the two inner profile legs is produced.
  • the two inner profile legs connected to each other in other ways, for example, screwed together and / or riveted.
  • the intermediate element can be clamped between the two inner sides of the two inner profile legs, without an adhesive connection between the intermediate element and the inner sides of the two inner profile legs is present.
  • an adhesive connection for example an adhesive connection or a connection due to an injection process or an extrusion process, may also be present in this case.
  • the intermediate element consists at least predominantly of preferably elastic plastic, in particular of fiber insulation, of a foam or foamed material, in particular of foamed plastic, wood, wood material or wood plastic or in particular medium-density fiber material.
  • a foam or foamed material in particular of foamed plastic, wood, wood material or wood plastic or in particular medium-density fiber material.
  • other suitable sound-absorbing and / or heat-insulating properties owning materials such as rubber, rubber, bitumen or the like are conceivable.
  • the outer profile limb and / or the inner profile limb of the first profile and / or the second profile are substantially perpendicular to the profile web of the respectively associated profile.
  • the inner profile leg of the first and / or the second profile extends obliquely opposite the profile web of the respective associated profile.
  • the inner side of the inner profile limb of the first and / or of the second profile may enclose an acute or an obtuse angle with the inside of the profile web of the respectively associated profile.
  • the width of the overall profile can be adjusted by appropriate choice of the slope in a suitable form.
  • the desired rigidity and / or flexibility of the building profile element can also be adjusted by means of a corresponding bevel.
  • the profile webs of the first profile and of the second profile and / or the inner profile legs and / or the outer profile legs run essentially parallel to one another.
  • This design is advantageous both for an oblique arrangement and for a vertical arrangement of the profile legs.
  • openings are formed in one or in both profile webs and / or in one or in both outer profile legs.
  • the openings in the profile webs can be used to advantage in order to ensure access to the respective screw heads in a screw connection of diagonally placed inner profile legs.
  • material can be saved through the openings. This is especially true if the openings are not made by a perforation, for example in the form of a punching operation, but without generating waste.
  • the production of corresponding openings for example by a folding process, is described in international patent application WO 2004/055289.
  • the content of this publication The formation of openings in profiles is expressly included in the disclosure of the present application. Another possibility for producing corresponding openings without material loss is described in international patent application WO 201 1/038879.
  • the content of this application is also explicitly included in the total disclosure content of the present application with regard to the production of corresponding openings.
  • the first profile with respect to a longitudinal axis, in particular a central longitudinal axis, of the structural profile element is formed symmetrically to the second profile.
  • the two profiles are formed asymmetrically. In this case, for example, one of the two profiles have a significantly smaller width than the other profile.
  • the first and / or the second profile are designed as a C-profile or as a U-profile.
  • Other types of profiles are conceivable, for example, a mixed form of C and U-profile is used, so that one of the two profile legs according to a C-profile has a bend its free longitudinal edge, while the other profile leg according to a U-profile no having such a bend.
  • FIG. 4 is a perspective view of the embodiment according to FIG. 4.
  • the construction profile element comprises a first profile 2 and a second profile 3, both of which are designed as C-profiles.
  • the first profile 2 comprises an inner profile leg 4 and an outer profile leg 5, which are connected to one another via a profile web 6. Both the inner profile leg 4 and the outer profile leg 5 are at right angles to the profile web. 6
  • the second profile 3 comprises an inner profile leg 7 and an outer profile leg 8, which are connected to one another via a profile web 9.
  • the inner profile leg 7 and the outer profile leg 8 are perpendicular to the profile web 9.
  • the inner profile leg 4 of the first profile 2 has an inner side 10 directed towards the interior of the first profile 2 and an outer side 1 1 facing the exterior of the first profile 2
  • the outer profile leg 5 has an inner side 12 and an outer side 13.
  • a plate 18, for example a fiberboard or a plasterboard is screwed in the usual manner, to form a mounting wall.
  • the inner profile leg 7 of the second profile 3 have an inner side 14 facing the interior of the second profile and an outer side 15 facing the exterior of the second profile 3 and the outer profile leg 8 an inner side 16 and an outer side 17.
  • the outer profile leg of the second profile 3 is in turn a plate 18 attached to form the second side of the mounting wall, for example screwed.
  • the first profile 2 and the second profile 3 engage with their inner profile legs 4, 7 into one another, that between the inner sides 10, 14 of the inner profile leg 4, 7, a space 19 is.
  • an intermediate element 20 is arranged, which rests with its two outer sides on the inner sides 10, 14 of the inner profile legs 4, 7 and connected thereto, for example glued.
  • the bonding can be done by a self-adhesive property of the intermediate element 20, by appropriate adhesive strips or by using suitable adhesives.
  • the intermediate element 20 has sound-insulating and / or heat-insulating material properties, so that owing to the bipartite nature of the building profile element and the connection of the first profile 2 and the second profile 3 via the intermediate element 20, a sound transmission and / or heat transmission between the plates 18 is reduced or is prevented.
  • FIGS. 2 to 9 differ in that the same reference numerals are used for the same or similar elements as have already been described with respect to FIG. In addition, only the differences from the embodiment according to FIG. 1 will be explained in more detail.
  • the construction profile element according to FIG. 2 differs from the construction profile element according to FIG. 1 only in that the first profile 2 and also the second profile 3 were pushed closer together, whereby the free space 19 is made larger than in FIG. In the free space 19, an enlarged intermediate element 21 is arranged, which completely fills the free space 19.
  • the intermediate element 21 thus extends not only from the inside 10 of the inner profile leg 4 to the inner side 14 of the inner profile leg 7, but, in the transverse direction, also from the inside of the profile web 6 to the inside of the profile web 9. This further increases the stability of the construction profile element designed according to the invention.
  • the respective intermediate element can only extend between the inner sides of the inner profile legs, without being extended transversely to the profile webs, or, as shown in FIG to fill the entire space 19, ie additionally also extend to the insides of the profile webs.
  • FIGS. 1 and 2 are each formed so symmetrical that the first profile 2 with respect a longitudinal central axis 22 of the structural profile element is formed symmetrically to the second profile 3, in the embodiment of FIG. 3, the first profile 2 and the second profile 3 are formed differently wide. Otherwise, the construction profile element according to FIG. 3 corresponds to the construction profile elements according to FIGS. 1 and 2.
  • the inner profile legs 4 and 7 are not perpendicular to their respective profile web 6, 9 arranged in the embodiment of FIG. 4, but each include an acute angle with the inside of their respective profile web 6, 9 a. Accordingly, the entire free space 19 ausberichtdes intermediate element 23 is provided, which has a trapezoidal cross section due to the oblique arrangement of the inner profile legs 4, 7 - different from the rectangular cross section of the embodiments of FIGS. 1 to 3.
  • the two inner profile legs 4, 7 are connected by a screw 24.
  • This can be, for example, a conventional tapping screw, which is passed through a hole in the inner profile limb 7 and the intermediate element 23 and screwed to the inner profile limb 4.
  • the intermediate element 23 can be clamped and held either by the screw 24 between the two inner profile legs 4, 7 or additionally glued in the manner already described with the inner sides 10, 14 of the inner profile legs 4, 7.
  • the intermediate element extends to the insides of the profile webs 6, 9, also a bonding with these possible. While in the cross section of FIG. 4, for example, only one
  • Screw 24 is shown, a plurality of screws along the in Fig. 4 from the plane of the drawing out and extending longitudinal extent of the construction profile element may be provided. In principle, it is also possible to arrange a plurality of screws 24 transversely to the longitudinal extension of the structural profile element.
  • openings 25 may be formed in the profile web, through which the screw head 26 of the screw 24 is accessible.
  • the openings 25 are indicated in FIG. 4 by two markings in the profile web 6 which characterize the opening edges and in particular can be clearly seen from the perspective illustration according to FIG. 9.
  • Corresponding openings 25 may also be formed in the profile web 9.
  • the inner profile legs 4, 7 can be connected to each other via separate connecting means such as screws or rivets in all embodiments.
  • the intermediate elements can either be only clamped or additionally also adhesively attached.
  • the screws 24 can also be dispensed with in all embodiments, and the connection between the inner sides 10, 14 of the inner profile legs 4, 7 can be effected exclusively by the respective intermediate element.
  • the intermediate element may extend in all embodiments over the entire longitudinal extent of the respective structural profile element. However, it can also be provided a plurality of intermediate elements, which in interrupted manner along the longitudinal extent of the building profile element are arranged distributed.
  • the embodiment according to FIG. 5 differs from the embodiment according to FIG. 4 only by the asymmetrical structure, that is to say that the second profile 3 is made wider than the first profile 2.
  • the embodiment of FIG. 6 differs from the embodiment of FIG. 4 in that the two inner profile legs 4, 7 are shorter and therefore do not overlap in a direction perpendicular to the plates 18, as in the previous embodiments the case is. In this way, the material required for the first and second profiles 2, 3 can be reduced. Accordingly, the intermediate element 23 is not clamped in this embodiment between the two inner profile legs 4, 7, but it is separately attached to the inner profile leg 4 and the inner profile leg 7 via connecting means such as screws 24, as shown in Fig. 6 ,
  • the corresponding area of the first profile 2 is illustrated in FIG. 6 by a "bounding box" 27 shown in dashed lines.
  • Fig. 7 close the two inner profile legs 4, 7 with their respective profile webs 6, 9 no sharp, but each an obtuse angle.
  • the stability and the sound-absorbing properties of the building profile element according to the invention can be adjusted in the desired manner.
  • FIG. 8 corresponds to the embodiment of FIG. 7, in turn, similar to that described for Fig. 6, the two inner profile legs 4, 7 are formed shorter, for example, to save profile material. Again, the two inner profile legs 4, 7 are each again separately connected with screws 24 with the intermediate element 23. In Fig. 8 it is shown that the intermediate element 23 does not have to extend to the profile webs 6, 9 even in this embodiment, but may for example be formed with a rectangular cross-section. This again applies to all other embodiments.
  • the openings 25 arranged in the longitudinal extent of the structural profile element can be clearly seen in the profile webs 6 and 9.
  • the screw head 26 is accessible via the first opening 25 shown in the left front region.
  • the first and / or the second profile may consist in particular of metal, preferably of sheet metal.
  • suitable materials such as plastic, conceivable.
  • partially or completely coated materials in particular plastic coated metal.
  • the connection of the intermediate element can be carried out in particular in this case, preferably by gluing, preferably by ultrasonic welding.
  • the material of the sinuno- ment is not compressed at a pressure load of the plates 18 from the outside, but relieved or even slightly stretched. This improves the sound insulation of the building profile element according to the invention.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Thermal Sciences (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Building Environments (AREA)

Abstract

L'invention concerne un élément à profilés de construction pourvu d'un premier et d'un second profilé, lesquels comprennent respectivement une branche intérieure et une branche extérieure, chacune munie d'une face intérieure et d'une face extérieure, et un élément de liaison de profilé reliant ensemble les branches de profilé. Au moins un élément intermédiaire à isolation acoustique et/ou thermique est disposé entre la branche intérieure du premier profilé et la branche intérieure du second profilé. L'élément intermédiaire repose sur les faces intérieures des deux branches intérieures des profilés.
EP13810935.0A 2013-01-15 2013-12-17 Élément à profilés de construction Active EP2946043B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102013200519.9A DE102013200519A1 (de) 2013-01-15 2013-01-15 Bauprofilelement
PCT/EP2013/076914 WO2014111219A1 (fr) 2013-01-15 2013-12-17 Élément à profilés de construction

Publications (2)

Publication Number Publication Date
EP2946043A1 true EP2946043A1 (fr) 2015-11-25
EP2946043B1 EP2946043B1 (fr) 2016-12-14

Family

ID=49816922

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13810935.0A Active EP2946043B1 (fr) 2013-01-15 2013-12-17 Élément à profilés de construction

Country Status (3)

Country Link
EP (1) EP2946043B1 (fr)
DE (1) DE102013200519A1 (fr)
WO (1) WO2014111219A1 (fr)

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US20220097776A1 (en) * 2019-02-07 2022-03-31 Zephyros, Inc. Attachment Systems for Pultruded, Extruded, and Molded Parts
WO2022098316A1 (fr) * 2020-11-03 2022-05-12 Savkay Berkay Hakki Élément profilé et bâtiment le comprenant

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WO2014111219A1 (fr) 2014-07-24
DE102013200519A1 (de) 2014-07-17

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