EP1999318B1 - Rail de maintien pour bande de couverture de toiture - Google Patents
Rail de maintien pour bande de couverture de toiture Download PDFInfo
- Publication number
- EP1999318B1 EP1999318B1 EP07727109A EP07727109A EP1999318B1 EP 1999318 B1 EP1999318 B1 EP 1999318B1 EP 07727109 A EP07727109 A EP 07727109A EP 07727109 A EP07727109 A EP 07727109A EP 1999318 B1 EP1999318 B1 EP 1999318B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- fold
- retaining rail
- bearing
- web
- rail
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
- E04D5/14—Fastening means therefor
- E04D5/141—Fastening means therefor characterised by the location of the fastening means
- E04D5/143—Fastening means therefor characterised by the location of the fastening means in the field of the flexible material
-
- 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
- E04D3/3601—Connecting; Fastening of roof covering supported by the roof structure with interposition of a insulating layer
- E04D3/3603—Connecting; Fastening of roof covering supported by the roof structure with interposition of a insulating layer the fastening means being screws or nails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
- E04D5/14—Fastening means therefor
- E04D5/144—Mechanical fastening means
- E04D5/146—Linear fastening means, e.g. strips
Definitions
- the invention relates to a retaining rail for holding down roofing membranes in flat roofs, according to the preamble of the first claim.
- Flat roofs usually have a multi-layered structure and have essentially a supporting roof substructure, which in particular from a trapezoidal steel sheet, from stiffened wood panels or from steel respectively. Autoclaved aerated concrete can exist. Above this supporting roof substructure is usually a vapor barrier layer of bitumen, polymer bitumen or plastic. This vapor barrier layer is intended to delay or prevent the diffusion of water vapor into the thermal insulation and under the seal. On this vapor barrier layer is a thermal barrier coating, which may for example consist of mineral fiber fleece, polystyrene (PS), expanded polystyrene (EPS) or extruded polystyrene (XPS) and which in turn is covered with a roof skin.
- This roof skin is usually made of several adjacent and welded together waterproofing membranes, which cover the roof watertight, ie protect it from penetrating water. These sealing membranes, resp.
- Protective films are usually made of plastic sheets with filling and
- Dyes provided plastics, such as PVC, PO, FPO or TPO. Because of the wind suction forces acting on the roof surface in windy weather conditions, these waterproofing membranes must be additionally secured on the roof. For example, these waterproofing membranes are glued to the thermal insulation or held on the roof with mechanical aids. A simple and commonly used method for keeping waterproofing membranes on the roof is to pour a 5 to 10 cm thick layer of gravel over the waterproofing membranes.
- this type of mechanical roof-skin protection has the disadvantage that it is very weight-intensive and relatively expensive, ie the advantages of a flat roof construction (light, inexpensive and walkable) makes up for it again.
- the Utility Model DE 20 2005 006 231 U1 describes a rail-shaped component for holding down a sealing strip, wherein the longitudinal edge zones have wall-shaped deformations or bends.
- This has the advantage that the over the rail-shaped components mounted cover strips not directly on the heads of the Fix fasteners (screw or nail heads) and thus can be avoided that these fasteners damage the roofing membrane cover and may cause leaks. This is especially true when entering the flat roof on these rail-shaped components is entered.
- Components or hold-down means with such wall-shaped deformations or folds prove to be particularly sure-footed.
- such wall-shaped deformations or folds have the advantage that they give the rail-shaped hold-down means increased bending stiffness in the longitudinal direction. During assembly, they reduce the risk of unintentional kinking and further damage to the sealing membrane.
- a rail for holding down a roofing membrane hereinafter also called retaining rail to create, which does not have the disadvantages of the known hold-down rails.
- a lightweight and firm holding rail with increased longitudinal stiffness to be created, which path movements and thus tears, resp. Preventing wear of the sealing sheet in the region of the fastening means and ensuring a watertight welding of the cover strip with the roof covering sheet by means of a welding string.
- a retaining rail with the features of claim 1 and in particular by a retaining rail, which has a cross-sectional profile with a central web and with lateral edge folds, wherein the web is provided with openings for the attachment of fasteners.
- each of the lateral edge folds forms at least one support-side shoulder and the web lies above the support plane spanned by these support-side shoulders. This has the consequence that the bridge does not rest on the roof covering and even in the assembled state this not or only slightly impress.
- This web arrangement ensures that the force exerted by the fastening means is transmitted to the support rail from the web to the edge folds and is not limited to the center.
- the support surface is reduced compared to conventional support rails and thus increases the contact pressure in the region of this support surface.
- the multiple folding leads to increased longitudinal stiffness and thus allows to reduce the number of required fasteners and the material thickness of the retaining rail.
- each of the lateral edge folds forms a plurality of support-side shoulders.
- this multiple folding leads to increased longitudinal rigidity and thus allows the number of fastening means required as well as the material thickness of the retaining rail to be further reduced.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)
Claims (12)
- Rail de maintien (1) pour le maintien de bande de couverture de toiture dans des toits plats, rail de maintien (1) qui présente un profil avec une âme (13) et des rebords latéraux (14, 14'), dans lequel l'âme (13) est pourvue d'ouvertures (11) pour la pose de moyens de fixation (10), caractérisé en ce que chacun des rebords latéraux (14, 14') forme au moins un épaulement côté appui (21, 21'), dans lequel l'âme (13) est située au-dessus du plan d'appui (26) défini par les épaulements côté appui (21, 21').
- Rail de maintien (1) selon la revendication 1, caractérisé en ce que chacun des rebords latéraux (14, 14') est plié plusieurs fois de façon sinueuse, de telle manière que le profil de ce rail de maintien (1) présente, à partir de l'âme (13), un premier pli (15) menant au plan d'appui (26), premier pli (15) auquel succède un deuxième pli (16) qui s'écarte du plan d'appui (26) et qui forme un premier épaulement côté appui (21), deuxième pli (16) auquel succède un pli (19) ramenant vers l'âme (13).
- Rail de maintien (1) selon la revendication 1, caractérisé en ce que chacun des rebords latéraux (14, 14') forme plusieurs épaulements côté appui (21, 21', 22, 22'), dans lequel l'âme (13) est située au-dessus du plan d'appui (26) défini par les épaulements côté appui (21, 21', 22, 22').
- Rail de maintien (1) selon la revendication 3, caractérisé en ce que chacun des rebords latéraux (14, 14') est plié plusieurs fois de façon sinueuse, de telle manière que le profil de ce rail de maintien (1) présente, à partir de l'âme (13), un premier pli (15) menant vers le plan d'appui (26), premier pli (15) auquel succède un deuxième pli (16) qui s'écarte du plan d'appui (26) et qui forme un premier épaulement côté appui (21), deuxième pli (16) auquel succède un troisième pli (17) qui ramène vers le plan d'appui (26) et qui forme un peigne (23), troisième pli (17) auquel succède un quatrième pli (18) qui s'écarte du plan d'appui (26) et qui forme un deuxième épaulement côté appui (22), quatrième pli (18) auquel succède un cinquième pli (19) ramenant vers l'âme (13).
- Rail de maintien (1) selon la revendication 2 ou 4, caractérisé en ce que le premier pli (15) présente une courbure de 30°-90°, de préférence de 45°.
- Rail de maintien (1) selon la revendication 2 ou 4, caractérisé en ce que le deuxième pli (16) présente une courbure de 60°-180°, de préférence de 135°.
- Rail de maintien (1) selon la revendication 4, 5 ou 6, caractérisé en ce que le troisième pli (17) présente une courbure de 60° ou plus, de préférence de 180°.
- Rail de maintien (1) selon la revendication 4, 5, 6 ou 7, caractérisé en ce que le quatrième pli (18) présente une courbure de 60° ou plus, de préférence de 180°.
- Rail de maintien (1) selon l'une quelconque des revendications 4, 5 à 8, caractérisé en ce que le cinquième pli (19) présente une courbure de 30°-150°, de préférence de 90°.
- Rail de maintien (1) selon l'une quelconque des revendications 4 à 9, caractérisé en ce que les premiers épaulements côté appui (21, 21') sont situés dans le même plan que les deuxièmes épaulements côté appui (22, 22').
- Rail de maintien (1) selon l'une quelconque des revendications précédentes, caractérisé en ce que celui-ci est fabriqué en un matériau protégé contre la rouille, en particulier en acier inoxydable ou en acier galvanisé à chaud.
- Rail de maintien (1) selon l'une quelconque des revendications précédentes, caractérisé en ce que son épaisseur de matière vaut 2 mm ou moins, en particulier 1,5 mm ou moins.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP07727109A EP1999318B1 (fr) | 2006-03-20 | 2007-03-20 | Rail de maintien pour bande de couverture de toiture |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP06005678A EP1837453A1 (fr) | 2006-03-20 | 2006-03-20 | Bande de fixation pour membranes de toiture |
| PCT/EP2007/052632 WO2007107560A1 (fr) | 2006-03-20 | 2007-03-20 | Rail de maintien pour bande de couverture de toiture |
| EP07727109A EP1999318B1 (fr) | 2006-03-20 | 2007-03-20 | Rail de maintien pour bande de couverture de toiture |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1999318A1 EP1999318A1 (fr) | 2008-12-10 |
| EP1999318B1 true EP1999318B1 (fr) | 2009-08-05 |
Family
ID=36808853
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP06005678A Withdrawn EP1837453A1 (fr) | 2006-03-20 | 2006-03-20 | Bande de fixation pour membranes de toiture |
| EP07727109A Active EP1999318B1 (fr) | 2006-03-20 | 2007-03-20 | Rail de maintien pour bande de couverture de toiture |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP06005678A Withdrawn EP1837453A1 (fr) | 2006-03-20 | 2006-03-20 | Bande de fixation pour membranes de toiture |
Country Status (6)
| Country | Link |
|---|---|
| US (1) | US20090049783A1 (fr) |
| EP (2) | EP1837453A1 (fr) |
| CN (1) | CN101432492A (fr) |
| AT (1) | ATE438771T1 (fr) |
| DE (1) | DE502007001247D1 (fr) |
| WO (1) | WO2007107560A1 (fr) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3098364A1 (fr) * | 2015-05-27 | 2016-11-30 | Sika Technology AG | Système de profilés destiné à la fixation de recouvrements, en particulier de bandes d'étanchéité de toit |
Family Cites Families (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4641472A (en) * | 1978-03-02 | 1987-02-10 | W. R. Grace & Co. | Fastener for securing roofing material to cementitious roof decks having removable tab |
| US4574551A (en) * | 1984-05-23 | 1986-03-11 | Giannuzzi Louis | Load-bearing plate |
| US4727699A (en) * | 1987-04-07 | 1988-03-01 | Sargent Richard G | Roofing membrane securement system |
| US5267423A (en) * | 1987-08-03 | 1993-12-07 | Giannuzzi Louis | Self-drilling anchor and bearing plate assembly |
| US4892429A (en) * | 1987-08-03 | 1990-01-09 | Giannuzzi Louis | Roof anchor and stress plate assembly |
| US5797232A (en) * | 1996-08-15 | 1998-08-25 | Illinois Tool Works Inc. | Gripping plate for attaching roofing membrane |
| US5930969A (en) * | 1996-08-27 | 1999-08-03 | Mayle; Robert L. | Roof membrane attachment system |
| DE19646951A1 (de) * | 1996-11-13 | 1998-05-14 | Hilti Ag | Befestigungselement |
| US6205730B1 (en) * | 1999-01-13 | 2001-03-27 | Illinois Tool Works Inc | Roofing plate for securing roofing membrane |
| GB9919374D0 (en) * | 1999-08-17 | 1999-10-20 | Valro Mfg Ltd | Anchor plates |
| US6250034B1 (en) * | 1999-11-09 | 2001-06-26 | Construction Fasteners, Inc. | Membrane plate |
| CA2352659C (fr) * | 2001-07-09 | 2004-01-20 | Armtec Limited | Plaque de fixation |
| US6722095B2 (en) * | 2001-08-20 | 2004-04-20 | Illinois Tool Works Inc. | Seam plate for retaining roof decking membrane |
| US6952902B2 (en) | 2002-09-04 | 2005-10-11 | Pinconning Metals, Inc. | Attachment plate |
| US20040170489A1 (en) | 2003-02-27 | 2004-09-02 | Building Materials Investment Corporation | Plastic/metal composite stress plate and method of using same for securing a thermoplastic roof membrane to a roof deck |
| DE602004007258T2 (de) * | 2003-05-08 | 2008-03-06 | Grp Refurbishment Systems Ltd. | Bewegbare verbindung |
| DE202005006231U1 (de) * | 2005-04-18 | 2005-06-16 | Harald Zahn Gmbh | Bausatz für die lineare mechanische Befestigung von Dämmmaterialien und Abdichtungsbahnen auf Flachdächern |
-
2006
- 2006-03-20 EP EP06005678A patent/EP1837453A1/fr not_active Withdrawn
-
2007
- 2007-03-20 CN CNA2007800151762A patent/CN101432492A/zh active Pending
- 2007-03-20 AT AT07727109T patent/ATE438771T1/de active
- 2007-03-20 DE DE502007001247T patent/DE502007001247D1/de active Active
- 2007-03-20 US US12/224,857 patent/US20090049783A1/en not_active Abandoned
- 2007-03-20 WO PCT/EP2007/052632 patent/WO2007107560A1/fr not_active Ceased
- 2007-03-20 EP EP07727109A patent/EP1999318B1/fr active Active
Also Published As
| Publication number | Publication date |
|---|---|
| WO2007107560A1 (fr) | 2007-09-27 |
| ATE438771T1 (de) | 2009-08-15 |
| CN101432492A (zh) | 2009-05-13 |
| EP1837453A1 (fr) | 2007-09-26 |
| DE502007001247D1 (de) | 2009-09-17 |
| EP1999318A1 (fr) | 2008-12-10 |
| US20090049783A1 (en) | 2009-02-26 |
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