EP2412889B1 - Halterungsvorrichtung für eine Überdachung und Herstellungsverfahren einer solchen Halterungsvorrichtung - Google Patents

Halterungsvorrichtung für eine Überdachung und Herstellungsverfahren einer solchen Halterungsvorrichtung Download PDF

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Publication number
EP2412889B1
EP2412889B1 EP20110174844 EP11174844A EP2412889B1 EP 2412889 B1 EP2412889 B1 EP 2412889B1 EP 20110174844 EP20110174844 EP 20110174844 EP 11174844 A EP11174844 A EP 11174844A EP 2412889 B1 EP2412889 B1 EP 2412889B1
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EP
European Patent Office
Prior art keywords
sealing
linear
flat
roof
support device
Prior art date
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Active
Application number
EP20110174844
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English (en)
French (fr)
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EP2412889A1 (de
Inventor
Jean-François Pion
Alain Blotiere
Tharcis Diebold
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.)
Icopal SAS
Original Assignee
Icopal SAS
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
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Priority claimed from FR1056296A external-priority patent/FR2963370B3/fr
Application filed by Icopal SAS filed Critical Icopal SAS
Publication of EP2412889A1 publication Critical patent/EP2412889A1/de
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Publication of EP2412889B1 publication Critical patent/EP2412889B1/de
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/005—Supports for elevated load-supporting roof coverings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/3608—Connecting; Fastening for double roof covering or overroofing

Definitions

  • the invention relates to a connecting element, integrated in the sealing system by sheets of a roof, for securing to said roof a structure whose load is taken up, non-punctually, by said connecting element, element geometry such that the continuity of the seal can be obtained simply and reliably.
  • the invention also relates to the methods for implementing such elements.
  • DE 20 39 670 discloses a device for supporting an overhead, capable of being put in place on a roof-carrying member, comprising a connecting element constituted by a first linear section comprising a flat, suitable for being laid on one side, and fixed above the carrier member, and at least one leg protruding from the other side of the dish, in particular perpendicular to the flat.
  • the seal between the plate and the carrier element is relatively difficult to achieve.
  • the object of the present invention is to solve the problems related to the achievement of the seal while allowing the forces to be distributed optimally on the carrier element, regardless of the configuration of the frame.
  • a device for supporting an overhead capable of being put in place on a roof-carrying element, comprising a connecting element constituted by a first linear profile comprising a flat, suitable for being laid, of a side and fixed above the carrier element, and at least one jamb protruding from the other side of the flat, in particular perpendicular to the flat, is characterized in that said leg is removed at at least one end of the profile, over a certain distance, leaving only a flat abutment area of the flat, which end zone during assembly is adapted to be covered by a sealing plaster welded or glued to plain.
  • said leg is removed at each end of the profile, over a certain distance, leaving only a flat abutment area of the flat, which end zone during assembly is adjacent to an abutment area.
  • another first aligned linear profile these abutment areas being adapted to be covered by sealing plasterboards welded or glued to plain.
  • the support device comprises a second linear profile adapted to come to cap and tighten the leg of the first section.
  • the length of the first linear section is greater than 2 meters.
  • the first and second linear sections may be in the form of rails.
  • the first and second linear sections are made of a material having a coefficient of thermal expansion of less than 12 ⁇ 10 -6 mm ⁇ ° C.
  • the linear profiles may have been obtained by a pultrusion method by means of dies that generate guide lines.
  • the first linear section is implemented at the same time as a sealing sheet, without imposing any cutting operations in this sheet, or lifting this sheet against the emergent portion of the jamb to establish the seal .
  • a set of two elements to form a mesh emerge from the surface of a waterproof roof is put in place, one of the generatrices of this mesh being a generally continuous line, interrupted in certain places to allow the possible runoff of rainwater.
  • the mesh is characterized in that the first element is implemented at the same time as the sealing sheet, without imposing any cutting operations in this sheet, or lifting this sheet against the emerging part to restore the seal.
  • this first element (the large rail) is itself a sealing element.
  • This large rail is characterized by a geometry that very easily allows sufficient coverage and at any point of its base of connection with the carrier structure, by the flexible sealing membrane.
  • This large rail allows a perennial and reliable bonding, by welding or gluing, with the sealing sheet without it being necessary to prepare it by means of a primer.
  • connection rails at a later structure
  • connection rails allows that the sealing elements can be bonded in a quasi-traditional way, in the roof plane only, without having to undergo the annoyance of an element required for future positioning and fastening of over-opening elements.
  • the linear support elements prevent that the worn overloads do not fall down punctually and localized on the carrier element causing the ruin.
  • the support elements are perfectly connected to the carrier element (according to an adaptable fastening density), allowing use on a steep slope, including when significant overloads are reported on these rail elements.
  • the two rails are also characterized by extremely low thermal expansion coefficients that allow for large alignments of these elements without risk of buckling due to clamping at the ends during periods of high insolation.
  • the geometry of the two rails is also such that a natural tightening of their nesting facilitates the exact leveling of the summit plane resting on the flat of the small rails.
  • a range of correction of deviations from the flatness of the summits of the large rail is possible via a sufficient height of the nested sliding elements.
  • a device implements a set of linear elements whose installation occurs at particular and different times, during the implementation of the seal.
  • These linear profiles may, moreover and preferably, be made of a material whose chemical compatibility and surface texture make the quality of the assembly ideal with the material of the sealing sheet (initial performance and after aging). while avoiding a tedious preparation on site, before assembly.
  • the materiality of these rails is not at the origin of an excessive additional heat load which would modify the fire behavior of the roofing system (measured according to the so-called norms of external fire resistance, in particular the procedure of European test prCEN / TS 1187).
  • the linear connection element in question is typically made up of two T-rails.
  • the first one ( Fig. 1 to 5 ), according to a first brief description, is used, upside down and will be called big rail.
  • the second 2 ( Fig. 6 and 7 ), such as a double jamb T, of more limited size, is clipped on the vertical element pointing upwards, the large rail and will be called small rail.
  • the rails are fixed in the carrier element by screwing through the underlying layers, either by means of self-tapping screws and solid pitch, conventionally used for these sealing work, or by means of screws with thermal break .
  • These rows of screws solidarize the flat 4 of the T on either side of its vertical leg 3 with the carrier element.
  • These screws perforate the plate of the T about 5 cm (at most) of the two edges, so, as we shall see, to allow sufficient reconstitution of the seal.
  • a second line of rails, parallel to the previous one is made to 1030 mm (distance between jambs vis-à-vis) or 1950 mm.
  • the choice of these distances is controlled by the loading level of the over-cover and the ability of the carrier element to resume.
  • the dimensions are here given for sealing sheets of width typically 1000 mm and are different when these widths deviate.
  • Sealing plastron 6 ( Fig. 4 and 5 ) are then implemented on the end areas of large rail, to the right of the dishes cleared jambs.
  • These plastrons, width equal to the opening of the window between vertical legs, are welded (or glued) to plain, according to the rules of the art, so as to completely cover the free dishes. This operation does not require the production of readings, in which it brings simplicity and reliability.
  • the last sealing sheet 7 ( Fig. 5 ) is finally welded (or glued) between the legs of the large rail, the two side edges of the sheet resting on the flat rails, so as to cover the heads of the mechanical fasteners.
  • the flat of the rails here becomes the equivalent of a sealing element and the flexible sheet is bonded to it, by welding or gluing, as would be the case for an adjacent sheet.
  • Fig. 5 shows a spacing of large sealed rail, the second still to be.
  • a sealing sheet without covering strip is implemented.
  • a first sheet with weld strip is positioned along one of the emergent jambs, then a second sheet without weld strip covers both the jamb opposite and the strip of welding of the first sheet.
  • the waterproof roof thus produced may have a slope ranging from flat to vertical, the elements being all firmly anchored in the carrier element, as far as the structure allows otherwise.
  • the second element of the invention is the small rail 2 already mentioned.
  • This self-locking arrangement allows easy positioning of the small rail for perfect alignment of the small rail elements between them.
  • the small rail has the same gross length as the large rail. Positioned offset from it, it allows to bridge the windows created by the ends of the large rails. It may also be in the form of shorter length elements especially in the case where it is not necessary for the small rail to cover the large rail continuously.
  • the respective heights of the jambs are such that it is possible to substantially modify the natural slope of the plane connecting the parts. of the emerging railways or to correct local differences in flatness.
  • over-roof elements in the form of rigid or semi-rigid plates and to secure them with the carrier element by simple screwing in the flat 2c of the small rail, by means of parts of fittings usually used for this.
  • These over-cover elements can also be photovoltaic panels.
  • Fig. 8 to FIG. 10 are schematic sections in which the proportions of the dimensions of the cross section of the rail 1 have been modified compared to those of the preceding figures, in particular Fig.2 .
  • Fig. 8 the first sealing sheet 5 on which rest two first rails T 1.
  • the two ends of the two rails 1 each comprise a plate 4 on which is placed a plastron 6.
  • the plastron 6 covers the two plates 4 and two portions of the sealing sheet 5 on each side of the rails 1 at the plates 4.
  • Fig. 9 is a schematic cross-section which makes it possible to better visualize the superstructure formed at a first element 1. It is possible to see the base of the element 1 resting on the first sealing sheet 5 and covered by the last sheet of tightness 7 to the foot of the leg 3. In order to make it possible to visualize the different layers of the device, the last sealing sheet 7 is represented only on the left side of the leg 3, in the same way as on Fig. 5 . Of course, a last sealing sheet 7 is generally applied on both sides of the leg 3 of the rail 1.
  • the second rail 2 is clipped on the leg 3 of the first element 1 and can support a facing.
  • Fig. 10 is a schematic cross-section similar to Fig. 9 to better visualize the superstructure formed at the joint between two rails 1, that is to say two first elements.
  • the plastron 6 is shown in section.
  • the last sealing sheet 7 is shown only on the left side in the same way as on Fig. 5 and Fig. 9 . It is found that the plastron 6 covers the plate 4 and two portions of the sealing sheet 5 on each side of the rail 1. In this area of the joint, the last sealing sheet 7 covers the plastron 6, and n is not in direct contact with plate 4 of rail 1.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Claims (9)

  1. Halterungsvorrichtung für eine Aufdachung, die geeignet ist, auf einem Bedachungsträgerelement angeordnet zu werden, mit einem Verbindungselement, das durch ein erstes lineares Profil (1) gebildet ist, das eine Platte (4), welche mit der einen Seite auf das Trägerelement auflegbar und auf diesem befestigbar ist, und mindestens einen Schenkel (3) aufweist, welcher insbesondere senkrecht zur Platte von der anderen Seite der Platte absteht,
    dadurch gekennzeichnet, dass der Schenkel (3) über eine bestimmte Strecke an mindestens einem Ende des Profils weggelassen ist, so dass lediglich ein ebener Stoßbereich (W) der Platte verbleibt, wobei der Stoßbereich (W) bei der Montage von einer flächig aufgeschweißten oder geklebten Dichtbahn (6) bedeckbar ist.
  2. Halterungsvorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass der Schenkel (3) über eine bestimmte Strecke an jedem Ende des Profils weggelassen ist, so dass lediglich ein ebener Stoßbereich (W) der Platte verbleibt, wobei der Stoßbereich (W) bei der Montage einem Stoßbereich eines anderen, fluchtenden ersten Profils benachbart ist, wobei die Stoßbereiche von flächig aufgeschweißten oder geklebten Dichtbahnen (6) bedeckbar sind.
  3. Haltevorrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass sie ein zweites lineares Profil (2) aufweist, das geeignet ist, auf den Schenkel (3) des ersten Profils aufgesetzt zu werden und diesen zu klemmen.
  4. Haltevorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Länge des ersten linearen Profils (1) größer als 2 Meter ist.
  5. Haltevorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das erste (1) und das zweite lineare Profil (2) in Form von Schienen vorliegen.
  6. Haltevorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das erste und das zweite lineare Profil aus einem Material bestehen, das einen Wärmedehnungskoeffizienten von weniger als 12.10-6 mm x °C aufweist.
  7. Haltevorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die linearen Profile nach einem Strangziehverfahren unter Verwendung von Ziehwerkzeugen hergestellt, welche Führungslinien bilden.
  8. Verfahren zur Herstellung einer Halterung für eine Überdachung unter Verwendung der Haltevorrichtung nach einem der vorhergehenden Ansprüche, bei welchem eine Struktur aus Unterschichten auf dem Trägerelement der Bedachung gebildet wird, indem nacheinander mehrere Schichten aufgebracht werden, welche eine Dampfsperre, ein oder mehrere Lagen Wärmedämmmaterials, je nach gewünschter Wärmeleistung, und eine erste Dichtfolie aufweisen können, dadurch gekennzeichnet, dass:
    - auf die Struktur der Unterschichten erste linear Profile (1) derart aneinandergereiht werden, dass sie gleichzeitig die mechanischen Erfordernisse und/oder die ästhetischen Wünsche erfüllen, wobei die Gesamtlänge der Aneinanderreihung einer der Längen des Feldes entspricht, auf welchem die Überdachung aufliegen wird,
    - die ersten linearen Profile (1) durch Schrauben oder äquivalente Mittel durch ihre Platte (4) und die Unterschichten hindurch an dem Trägerelement befestigt werden, um die Platte (4) fest mit dem Trägerelement zu verbinden,
    - und die Dichtigkeit hergestellt wird, indem die Platten (4) der ersten Profile durch die Ränder von Dichtfolien (7) durch Schweißen oder Kleben auf die Platten bedeckt werden, und indem die Dichtbahnen (6) flächig verschweißt oder verklebt auf den benachbarten Stoßbereichen (W) der Profile (1) in den von den Schenkeln freien Bereichen aufgebracht werden.
  9. Verfahren nach Anspruch 8, dadurch gekennzeichnet, dass das erste lineare Profil (1) gleichzeitig mit einer Dichtfolie (7) eingesetzt wird, ohne dass zum Herstellen der Dichtigkeit ein Schneiden der Folie oder ein Anheben der Folie gegen den aufragenden Teil des Schenkels (3) erforderlich ist.
EP20110174844 2010-07-30 2011-07-21 Halterungsvorrichtung für eine Überdachung und Herstellungsverfahren einer solchen Halterungsvorrichtung Active EP2412889B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1056296A FR2963370B3 (fr) 2010-07-30 2010-07-30 Dispositif de support d'une surtoiture et procede de realisation d'un support de surtoiture
FR1152538A FR2963371B1 (fr) 2010-07-30 2011-03-28 Dispositif de support d'une surtoiture et procede de realisation d'un support de surtoiture

Publications (2)

Publication Number Publication Date
EP2412889A1 EP2412889A1 (de) 2012-02-01
EP2412889B1 true EP2412889B1 (de) 2013-07-31

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Application Number Title Priority Date Filing Date
EP20110174844 Active EP2412889B1 (de) 2010-07-30 2011-07-21 Halterungsvorrichtung für eine Überdachung und Herstellungsverfahren einer solchen Halterungsvorrichtung

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EP (1) EP2412889B1 (de)
FR (1) FR2963371B1 (de)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2590708A (en) * 1948-06-14 1952-03-25 Elsie Myrtle Jurasevich Interlocking roofing or siding
FR2680816A1 (fr) * 1991-08-27 1993-03-05 Axter Couverture etanche de batiment et son procede de pose.
FR2713687B1 (fr) * 1993-12-15 1996-03-01 Smac Acieroid Dispositif de support d'une surtoiture, et ensemble couverture-surtoiture correspondant.
BE1010953A5 (fr) * 1997-02-28 1999-03-02 Piront Vincent Procede pour realiser la couverture d'une toiture et couverture ainsi realisee.

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Publication number Publication date
FR2963371A1 (fr) 2012-02-03
FR2963371B1 (fr) 2013-06-14
EP2412889A1 (de) 2012-02-01

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