EP3034714B1 - Dispositif de serrage destine a rigidifier des profiles creux et son utilisation - Google Patents

Dispositif de serrage destine a rigidifier des profiles creux et son utilisation Download PDF

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Publication number
EP3034714B1
EP3034714B1 EP15201437.9A EP15201437A EP3034714B1 EP 3034714 B1 EP3034714 B1 EP 3034714B1 EP 15201437 A EP15201437 A EP 15201437A EP 3034714 B1 EP3034714 B1 EP 3034714B1
Authority
EP
European Patent Office
Prior art keywords
hollow profile
tensioning
tensile
tensile element
profile
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
EP15201437.9A
Other languages
German (de)
English (en)
Other versions
EP3034714A1 (fr
Inventor
Ernst Gockel
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.)
Heroal Johann Henkenjohann GmbH and Co KG
Original Assignee
Heroal Johann Henkenjohann 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 Heroal Johann Henkenjohann GmbH and Co KG filed Critical Heroal Johann Henkenjohann GmbH and Co KG
Priority to PL15201437T priority Critical patent/PL3034714T3/pl
Publication of EP3034714A1 publication Critical patent/EP3034714A1/fr
Application granted granted Critical
Publication of EP3034714B1 publication Critical patent/EP3034714B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
    • E04B2/967—Details of the cross-section of the mullions or transoms
    • 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
    • E04C3/10—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal prestressed
    • 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
    • E04C2003/0439—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 cross-section comprising open parts and hollow 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
    • E04C2003/0443—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
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices
    • E04C5/125—Anchoring devices the tensile members are profiled to ensure the anchorage, e.g. when provided with screw-thread, bulges, corrugations

Definitions

  • the invention relates to a hollow profile according to the preamble of claim 1, as well as a use of a tensioning device for stiffening such hollow profiles according to claim 16.
  • Mullion-transom constructions and roof rafter constructions Hollow sections with correspondingly large cross-section values are used as a static load-bearing construction.
  • insert profiles are used in the hollow profiles to achieve the necessary rigidity.
  • the moments of resistance are often not sufficient because of the low profile heights, so often on Steel profiles with a correspondingly high weight is used. However, this increases the load problem in most cases even more.
  • An initially mentioned hollow profile with an arranged inside the same clamping device to its stiffening is from the US-A-5,301,482 known.
  • the US-A-5,301,482 discloses a hollow profile with the features of the preamble of claim 1.
  • At least one tension element is arranged and connected at its ends to the ends of the hollow profile such that a tensile force is exerted on the tension element, wherein the at least one tension element via a arranged in the interior of the hollow profile clamping element is connected to the hollow profile.
  • a disadvantage of this construction is that, after the assembly of a structure having such a hollow profile, a subsequent adjustment of the prestressing in the interior of the hollow profile is no longer possible, since the screws located at the ends of the tensioning device are no longer accessible for applying the clamping force.
  • the invention is therefore an object of the invention to provide a tensioning device which is disposed within a hollow profile and allows a subsequent bias of the profile, which counteracts the expected acting on the hollow profile loads and the profile stiffened such that the deformation of the profiles in the frame the regulations allowed limits and the appearance of the frame construction is not affected.
  • the tensile stress is applied by wedge-shaped intermeshing clamping elements, which are stretched over a screw connection arranged outside the hollow profile.
  • a subsequent adjustment can hereby also be done after installation of the profiles.
  • the clamping element is designed as a wedge-clamping device and the voltage by means of a clamping screw on the tension element can be applied.
  • the wedge-tensioning device has a base element fixedly arranged on the hollow profile and at least one wedge element adjustable in the longitudinal direction of the tension element.
  • the tension elements allow this to adjust the bias of the respective profile individually to the expected utility and service loads.
  • the necessary tension is preferably applied by a threaded connection to the tension elements.
  • the at least one tension element has a thread at least at one end.
  • the at least one tension element is connected at least at one end via a clamping element with the preferably made of aluminum hollow profile, it is possible to laterally clamp a one-sided firmly clamped tension element at its free end to meet the expected loads.
  • the clamping element as an abutment and the voltage is applied directly to the tension element.
  • the base element has at least one wedge surface and is a clamping body in the direction transverse to the tension element by means of a clamping screw relative to the base element adjustable so that the tension element can be braced.
  • a further teaching of the invention provides that the base element and the tensioning body engage in order to achieve a positive guidance.
  • a groove / spring connection between the base member and the clamping body is provided for this purpose.
  • At least one support element for fixing the position of the tension element in the free cross section of the hollow profile is provided over the length of the tension element in the interior of the hollow profile.
  • a plurality of support elements are arranged in the hollow profile, so that the tension element is clamped in the interior of the hollow profile as a supporting structure. In this way, side loads (for example, by wind loads) can be reliably countered.
  • the hollow profile can be designed as a bar profile, ie as a horizontally arranged profile, as a post profile, ie as a vertically arranged profile, or as a rafter profile with any inclination.
  • the tension element can be designed as a pull rod or as a pull rope.
  • clamping device according to the invention constructed in a modular manner and is optimally suited in this way for retrofitting purposes in existing frame structures.
  • the dead load shall be determined according to EN 1991-1-1.
  • the invention is able to achieve the maximum allowable deflection in a simple manner by corresponding prestressed profiles. This will be explained in more detail below to the exemplary embodiments.
  • a clamping device for a (horizontally arranged) bolt profile 1 is shown.
  • the bolt profile 1 is formed as a hollow profile and extends between two only partially shown post profiles 2.
  • the two clamping elements clamp the tension element 3 in the upper region of the free cross section of the latch profile 1, provide further inside the bolt profile 1 arranged support elements 5 that the tension element 3 is performed there in the lower part of the free cross section of the latch profile 1. In this way, a structural structure can be achieved, which is optimally designed for the expected loads.
  • FIGS. 2A and 2B are enlarged representations of the clamping elements 4 and 5 Tragieri shown.
  • Fig. 2A clearly shows that the clamping element 4 in preferred embodiment, the end of the tension element 3, which is provided with a thread 6 receives, whereby the tension element 3 can be braced by means of a nut 7 and a washer 8 against the clamping element 4. It is clear that while the clamping element 4 must be firmly connected to the end of the bar profile 1.
  • the clamping element 4 has two holes 9, which pass into an enlarged recess 10 in order to be particularly versatile.
  • Fig. 2B shows a spaced from the end of the locking bar 1 support element 5, which is provided on its underside with a bore 11 which is designed as a threaded bore, so that the tension elements 3, which in turn at least at their ends have a thread 6, in a defined Screw depth into the support element 5.
  • Fig. 3 shows the previously described in more detail bolt profile with the clamping device according to the invention in a perspective view.
  • a disadvantage of the clamping device as shown in FIG Fig. 2A is that the tensile force on the nut 7 can be applied to the tension element 3 only from within the hollow profile. Therefore, in the 4 and 5 a first alternative embodiment shown, in which the tensioning device is a wedge-clamping device 12, which is a change in the tensile force in the tension element 3 from outside the Hollow profiles allowed.
  • the individual parts of the wedge-clamping device 12 in Fig. 5 shown individually. This is a base element 13, which, like the clamping element 4, is firmly connected to the end of the hollow profile. Opposite a clamping body 14 is arranged.
  • Both the base element 13 and the clamping body 14 have an unspecified wedge surface, which come into contact with a wedge element 15 having two corresponding wedge surfaces.
  • the clamping screw 16 is passed through a hole 17 in the base member 13 and screwed her threaded end into a threaded bore 18 in the clamping body. In this way, base element 13 and clamping body 14 can be moved by turning the clamping screw 16 relative to each other.
  • the clamping body 14 is designed with a groove 19 and the base member 13 with a spring 20, which mesh and allow a defined uniform opposite movement of both structural parts.
  • Fig. 4 show the mode of action. If the clamping screw 16 is actuated in the clockwise direction from the outside, then the movable clamping body 14 is used on the fixed base member 13, so that the wedge surfaces of both parts also approach and the wedge element 15 disposed therein is moved towards the end of the bar profile 1. To accommodate the tension element 3 while the wedge member 15 is provided with unspecified threaded holes and the spring 20 of the base member 13 with corresponding slots, also not specified.
  • Fig. 5 shows for better understanding, the individual components of the wedge clamping device in the non-installed state.
  • a wedge-clamping device 12 ' in which the tension takes place in another surface of the locking bar 1' is in the 6 and 7 shown.
  • a base member 13 ' is arranged in the interior of a bolt profile 1', which is designed as a threaded sleeve with an inner and an outer thread.
  • a wedge element 15' are provided with corresponding wedge surfaces.
  • Fig. 8 and 9 show 2 further embodiments of the clamping device according to the invention, wherein in Fig. 8 a post profile 2 is shown, which makes it possible to achieve in a vertical post an inner structure by the structure previously detailed by the example of the bar profile 1.
  • Fig. 9 the same installation situation is shown as it can be realized in a rafter profile 21.
  • the inclination of the roof plays no role, as can be achieved by appropriate arrangement and geometry of the clamping elements 4 and support members 5, connected to the stepless adjustability, an optimal bias.
  • the tensioning device according to the invention can also be used for existing frame structures, because retrofitting already installed hollow sections is possible with relatively little effort.
  • a horizontal bar profile as in the Fig. 1 to 7 is shown.
  • Such a bar profile is used with vertical posts not shown here for fixing vertically arranged glass panes, for example, a facade.
  • FIG. 10A shown in the - schematically - the forces and torque distribution and the deflection d are shown.
  • the deflection d In order to reliably prevent contact between the infill and the latch (or its extended left-pointing U-legs) and to ensure adequate ventilation, the deflection d must be limited to 3 mm (cf the already cited EN 13830).
  • the ACAD calculation also shows that the bar would deflect downwards by 5.465 mm given the glass load used.

Claims (16)

  1. Profilé creux comprenant un dispositif de serrage disposé à l'intérieur dudit profilé creux et servant à rigidifier le profilé creux, en particulier pour des structures de bâtis de grande surface, où au moins un élément de traction (3, 3') est disposé à l'intérieur du profilé creux et, au niveau des extrémités dudit élément de traction, est relié aux extrémités du profilé creux, de manière telle qu'une force de traction soit exercée sur l'élément de traction (3, 3'), où la contrainte de serrage exercée sur l'élément de traction (3, 3') au moyen d'une vis de serrage (16, 16') peut être appliquée de l'extérieur du profilé creux, caractérisé en ce que l'élément de traction (3, 3') au moins au nombre de un est relié au profilé creux par un élément de serrage (4) disposé à l'intérieur du profilé creux, où l'élément de serrage (4) est réalisé comme un dispositif de serrage en forme de coin (12, 12'), et en ce que le dispositif de serrage en forme de coin (12, 12') présente un élément de base (13, 13') placé fixement sur le profilé creux et au moins un élément en forme de coin (15, 15') pouvant être réglé en venant en appui contre ledit élément de base, dans le sens de la longueur de l'élément de traction (3, 3').
  2. Profilé creux selon la revendication 1,
    caractérisé
    en ce que l'élément de traction (3, 3') au moins au nombre de un présente au moins un filetage (6) au niveau d'une extrémité.
  3. Profilé creux selon la revendication 1 ou 2,
    caractérisé
    en ce que l'élément de serrage (4) sert de butée, et en ce que la contrainte de serrage est exercée directement sur l'élément de traction (3, 3').
  4. Profilé creux selon la revendication 1,
    caractérisé
    en ce que l'élément de base (13, 13') présente au moins une surface en forme de coin et en ce qu'un corps de serrage (14, 14'), dans une direction transversale par rapport à l'élément de traction (3, 3'), peut être réglé par rapport à l'élément de base (13, 13'), au moyen de la vis de serrage (16, 16'), de manière telle que l'élément de traction (3, 3') puisse être serré.
  5. Profilé creux selon la revendication 1 ou 4,
    caractérisé
    en ce que l'extrémité de l'élément de traction (3, 3') est fixée directement sur l'élément en forme de coin (15, 15').
  6. Profilé creux selon la revendication 4 ou 5,
    caractérisé
    en ce que l'élément de base (13, 13') et le corps de serrage (14, 14') s'imbriquent l'un dans l'autre pour parvenir à un guidage forcé.
  7. Profilé creux selon la revendication 6,
    caractérisé
    en ce que l'élément de base (13) et le corps de serrage (14) s'imbriquent l'un dans l'autre par assemblage à rainure et languette (19, 20).
  8. Profilé creux selon l'une quelconque des revendications 1 à 7,
    caractérisé
    en ce qu'au moins un élément support (5) servant à la fixation de la position de l'élément de traction (3, 3') dans la section libre du profilé creux est prévu à l'intérieur du profilé creux, sur la longueur de l'élément de traction (3, 3').
  9. Profilé creux selon la revendication 8,
    caractérisé
    en ce que plusieurs éléments supports (5) sont présents dans le profilé creux, de sorte que l'élément de traction (3, 3') peut être serré dans le profilé creux comme structure porteuse.
  10. Profilé creux selon l'une quelconque des revendications 1 à 9,
    caractérisé
    en ce que le profilé creux est un profilé de traverse (1, 1').
  11. Profilé creux selon l'une quelconque des revendications 1 à 9,
    caractérisé
    en ce que le profilé creux est un profilé de montant (2).
  12. Profilé creux selon l'une quelconque des revendications 1 à 9,
    caractérisé
    en ce que le profilé creux est un profilé de chevrons de combles (21).
  13. Profilé creux selon l'une quelconque des revendications 1 à 12,
    caractérisé
    en ce que l'élément de traction (3, 3') est conçu comme une barre de traction.
  14. Profilé creux selon l'une quelconque des revendications 1 à 12,
    caractérisé
    en ce que l'élément de traction est conçu comme un câble de traction.
  15. Profilé creux selon l'une quelconque des revendications 1 à 14,
    caractérisé
    par une structure modulaire.
  16. Utilisation d'un dispositif de serrage servant à rigidifier des profilés creux selon l'une quelconque des revendications 1 à 15, et servant au calcul et au réglage d'une précontrainte souhaitée, en fonction de la charge, dans un profilé creux à incorporer, ladite utilisation étant caractérisée par les étapes suivantes consistant :
    - à effectuer un prédimensionnement statique pour un profilé déterminé, en prenant en compte les charges statiques connues,
    - à calculer la flèche théorique en fonction de la charge,
    - à exercer une précontrainte sur le profilé creux, à une valeur spécifique (d), afin d'éviter une flèche trop importante à l'état monté.
EP15201437.9A 2014-12-19 2015-12-18 Dispositif de serrage destine a rigidifier des profiles creux et son utilisation Active EP3034714B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15201437T PL3034714T3 (pl) 2014-12-19 2015-12-18 Urządzenie naprężające do usztywniania pustych profili i jego zastosowanie

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102014119213.3A DE102014119213A1 (de) 2014-12-19 2014-12-19 Spannvorrichtung zur Aussteifung von Hohlprofilen

Publications (2)

Publication Number Publication Date
EP3034714A1 EP3034714A1 (fr) 2016-06-22
EP3034714B1 true EP3034714B1 (fr) 2019-11-20

Family

ID=55069701

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15201437.9A Active EP3034714B1 (fr) 2014-12-19 2015-12-18 Dispositif de serrage destine a rigidifier des profiles creux et son utilisation

Country Status (3)

Country Link
EP (1) EP3034714B1 (fr)
DE (1) DE102014119213A1 (fr)
PL (1) PL3034714T3 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202016105596U1 (de) 2016-10-07 2016-10-27 Traub Gmbh Tragwerk und Gebäude
DE102016224014B4 (de) * 2016-12-02 2021-09-23 Bayerische Motoren Werke Aktiengesellschaft Spannvorrichtung und Verfahren zum Einbringen einer Vorspannung in ein rohrförmiges Hohlprofil

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB710089A (en) * 1950-11-14 1954-06-09 Leo Coff Improvements in and relating to reinforcements for prestressed concrete and to meansfor use in stressing such reinforcements
FR2666607B1 (fr) * 1990-09-07 1997-10-31 Walter Ets Lucien Poutre, notamment en aluminium precontrainte.
DE9210180U1 (fr) * 1992-07-30 1992-09-24 Leichtmetallbau Mauderer Gmbh, 8998 Lindenberg, De
US5301482A (en) * 1993-06-21 1994-04-12 Jahabow Industries, Inc. Adjustable truss assembly for supporting showcases and the like
DE19901420A1 (de) 1999-01-18 2000-07-20 Schueco Int Kg Knoten eines Fachwerks, das gebäudeseitig einem Rahmenwerk aus Pfosten- und Riegelprofilen einer Fassaden- oder einer Lichtdachkonstruktion zugeordnet ist
DE10235823A1 (de) * 2002-08-05 2004-02-19 Wicona Bausysteme Gmbh Bauprofil
DE202011003613U1 (de) * 2011-03-02 2011-10-06 Dieter Finster Zusammensetzbarer Leichtbauprofilträger

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP3034714A1 (fr) 2016-06-22
PL3034714T3 (pl) 2020-04-30
DE102014119213A1 (de) 2016-06-23

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