EP2397643B1 - Elément de liaison destiné à la fermeture d'un joint d'étanchéité sur des façades - Google Patents
Elément de liaison destiné à la fermeture d'un joint d'étanchéité sur des façades Download PDFInfo
- Publication number
- EP2397643B1 EP2397643B1 EP11170497.9A EP11170497A EP2397643B1 EP 2397643 B1 EP2397643 B1 EP 2397643B1 EP 11170497 A EP11170497 A EP 11170497A EP 2397643 B1 EP2397643 B1 EP 2397643B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- connecting element
- sealing
- façade
- seal
- strands
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B7/00—Special arrangements or measures in connection with doors or windows
- E06B7/14—Measures for draining-off condensed water or water leaking-in frame members for draining off condensation water, throats at the bottom of a sash
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B7/00—Special arrangements or measures in connection with doors or windows
- E06B7/16—Sealing arrangements on wings or parts co-operating with the wings
- E06B7/22—Sealing arrangements on wings or parts co-operating with the wings by means of elastic edgings, e.g. elastic rubber tubes; by means of resilient edgings, e.g. felt or plush strips, resilient metal strips
- E06B7/23—Plastic, sponge rubber, or like strips or tubes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0889—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections
- E04F13/0898—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections with sealing elements between coverings
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B7/00—Special arrangements or measures in connection with doors or windows
- E06B7/14—Measures for draining-off condensed water or water leaking-in frame members for draining off condensation water, throats at the bottom of a sash
- E06B2007/145—Measures for draining-off condensed water or water leaking-in frame members for draining off condensation water, throats at the bottom of a sash for glass façade, e.g. curtain wall
Definitions
- the invention relates to a facade with a connecting element for closing of sealing joints.
- a connecting element for closing of sealing joints.
- it is a connecting element, which spans a seal-free gap for closing the seals and is connected by overlapping areas at the ends of the abutting seals.
- an internal sealing arrangement consists of a flat gasket which can be connected to the supporting structure and into which conventional sealing frames can be inserted. Impacts between elements of the flat gasket can be sealed by glued sealing patches over which the gasket frames are feasible.
- an outer sealing arrangement which may have the same structure, one-way valves are foreseen for the discharge of water and air, but also to prevent the introduction of environmental influences. The environmental influences exposed ends of a screw and the imported into the support structure ends of the screw are separated by a heat insulating layer between abutting elements of the screw, wherein the elements are rotatably and inextricably linked together in the axial direction.
- the publication US 4,843,791 A relates to a connecting element for connecting abutting sealing elements and moreover discloses a facade according to the preamble of present claim 1.
- Building facades are increasingly being designed today as metal-glass constructions.
- Such facades have a support structure made of metal as a basic framework, in which individual flat facade elements, such as glass windows or metal or plastic elements are used.
- the support structures usually consist of vertically extending post elements and horizontally extending locking elements which interconnect the vertically extending post elements.
- seals are attached to the support structures of the facade.
- the present invention seeks to provide a facade with a connecting element for closing of sealing joints, wherein the connecting element has sufficient stability to compensate for tension in the support structure and the sealing profiles, and a wind and waterproof Providing connection possibility between the sealing profiles. Furthermore, the connecting element should be inexpensive to produce and easily attachable to common facade designs.
- the solution according to the invention is a facade with a connecting element for closing sealing joints, the facade having seals which are attached to support structures of the facade, between individual facade elements; and to a use of such a connecting element in such a facade.
- the seals as already mentioned above, are made in several parts as partial strands and form a seal-free gap at their joints.
- the joint for closing the sealing joint is designed to span the seal-free gap and is connected by overlapping areas with the ends of the abutting sub-strands.
- the connecting element for closing sealing joints, provision is made for the connecting element to have a fixed core and elastic regions connected thereto.
- the combination of a solid core and the associated elastic regions defines a connecting element which is strong enough to absorb any stresses that may occur and, at the same time, due to the elastic regions, be adaptable to the facade profile in order to achieve the greatest possible insulating properties.
- Such a support element also has a stabilizing effect on the facade construction, which, for example, turns out to be advantageous in terms of impact on the facade gusts. It is conceivable to form the solid core of hard PVC, wherein the associated elastic regions consist of coextruded soft PVC.
- the two areas of the connecting element of the same material form, for example, to better adapt the connecting element to the shape of the relevant seals / support structures.
- the elastic regions of the connecting element are at least partially designed as anchoring areas in order to enable a fixation of the connecting element to the support structure.
- anchoring areas on the connecting element it can be securely fastened to the support structure, thus guaranteeing the best possible insulation properties.
- these anchoring areas also facilitate the introduction and positioning of the connecting element in the seal-free space of the facade.
- the anchoring areas have a width which corresponds to the width of the seal-free intermediate space at the sealing joints of the partial strands.
- the width of the seal-free gap is typically about 50 mm, which is why the attachment of the connecting element is further simplified by a corresponding adjustment of the anchoring areas. It is thus possible to attach the connecting element directly to the sub-strands of the seals, without having to cut this before.
- the elastic regions form at least one first sealing element, wherein the first sealing element is designed to enter into a sealing connection with a first sealing strand of the carrier structure.
- the first sealing element is preferably adapted to the shape of the first sealing strip of the support structure. Consequently, a sealing connection between the first sealing strip of the support structure and the first sealing element, which effectively prevents the penetration of water into the interior of the support structure.
- the first sealing element may, according to a further aspect of the invention, have a substantially elliptical cross section.
- An elliptical cross-section ensures an improved deformability of the first sealing element, whereby it is adapted to a plurality of different sealing strands is customizable and ensures a complete seal with the latter.
- the elastic regions form at least one second sealing element, wherein the second sealing element is designed to enter into a sealing connection with an inside profile of the carrier structure.
- the second sealing element serves to secure the connecting element according to the invention securely to the support structure.
- the second sealing element may preferably consist of several layers.
- these layers may be thin layers of soft PVC material.
- the layers are advantageously designed such that the second sealing element has a corrugated surface, whereby the connecting element according to the invention can be secured against slipping on the inside profile of the support structure.
- the second sealing element preferably forms a plurality of barbs which are formed by the edges of the individual layers.
- FIG. 1 A known from the prior art support structure 1 for facades is in Fig. 1 shown.
- These support structures 1 usually consist of an outside metal profile 8, which is connected to avoid thermal bridges via insulating webs 6 with an inside metal profile 7.
- facade elements 4 are held by the profiles 7, 8 of the support structure 1. It is particularly common to connect the facade elements 4 via sealing elements 5 with the metal profiles 7, 8.
- sealing strands extend in the longitudinal direction of in Fig. 1 facade construction and sealing the façade in the vertical direction against the weather. For reasons of manageability, the sealing strands are not designed as a single strand, which extends along the entire extent of the facade.
- the sealing strands are formed as a plurality of individual partial strands 2, 2 ', which extend in the longitudinal direction of in Fig. 1 Facade structure 1 shown, between the facade elements 4, extend. So that the individual partial strands 2, 2 'of the sealing strands can be fastened adequately to the support structure 1, these have first, second and third anchoring regions 21, 21', 22, 22 ', 23, 23'.
- the anchoring regions 21, 21 ', 22, 22', 23, 23 'of the sealing strands are designed to engage in recesses of the profiles 7, 8 and, accordingly, to connect the sealing strands to the support structure 1.
- this seal-free intermediate space 3 is closed by a connecting element 100.
- This connecting element 100 spans the entire seal-free intermediate space 3 and has overlapping areas 101, 101 ', via which it is connected to the adjoining partial strands 2, 2' of the seal of the facade.
- the connecting element 100 has a structure which is adapted to the structure of the partial strands 2, 2 'of the seal. That is, the connecting element 100 can be easily slipped over the partial strands 2 and 2 'of the seal and thus close the seal-free gap 3.
- the core 102 of the connector 100 is advantageously formed of a solid material.
- the material of the core 102 gives the connecting element 100 a stable structure which is sufficient to be able to absorb any stresses occurring within the support structure 1 or the partial strands 2, 2 'of the seal.
- the connecting element 100 On the upper side and the lower side of the connecting element 100 , further elastic regions 103, 104, 105 are provided, which are connected to the fixed core 102. This possibly airtight connection can be done for example by coextrusion, gluing or similar methods.
- the elastic regions 103, 104, 105 serve to connect the connecting element 100 as airtight as possible with the support structure 1.
- the solid core 102 may be made of hard PVC while the elastic region 103 is a coextruded layer of soft PVC.
- the fixed core 102 may also be somewhat elastic. It is advantageous here to form the fixed core 102 with a higher dimensional stability than is the case for the elastic regions 103, 104, 105, since the solid core 102 only has to adapt to the geometry of the support structure 1 to a small extent.
- the connecting element 100 is slipped over the known from the prior art sub-strands of the seal (only the first sub-strand 2 is shown).
- the elastic region 103 adapts to the bottom side of the connecting element 100 of the structure of the partial strands 2, 2 'and thus produces an air-tight and watertight connection.
- the elastic portions 103 are at least partially formed as anchoring areas 103a, 103b, 103c to allow a fixation of the connecting element 100 to the support structure 1 of the facade (see. Fig. 2 ).
- the anchoring areas 103a, 103b, 103c are inserted into the cavities of the support structure 1 in order to fasten the connecting element 100, thus guaranteeing the best possible insulating properties.
- the anchoring areas 103a, 103b, 103c also facilitate the insertion and the positioning of the connecting element 100 in the seal-free gap 3 of the facade.
- the anchoring areas 103a, 103b, 103c have a width which corresponds to the width of the seal-free intermediate space 3 at the sealing joints of the multipart sealing strands.
- the seal-free gap 3 is about 50 mm, which is why, by a corresponding adjustment of the anchoring areas 103a, 103b, 103c, as in Fig. 4 shown, the attachment of the connecting element 100 is further simplified. It is thus possible to attach the connecting element 100 according to the invention directly to the partial strands 2, 2 'of the seals, without having to cut the connecting element 100 beforehand. For assembly of the connecting element 100, therefore, only a small part of the partial strands 2, 2 'in the overlapping region 101, 101' has to be cut off.
- the FIGS. 2 to 4 It can also be seen that the elastic regions 103, 104, 105 form at least one first sealing element 104.
- the first seal member 104 is configured to seal with a first seal string 9a of the support structure.
- the first sealing element 105 is preferably adapted to the shape of the first sealing strand 9a of the support structure.
- the elastic regions 103, 104, 105 form at least one second sealing element 105.
- the second sealing element 105 is advantageously designed to enter into a sealing connection with the inside profile 7 of the support structure 1.
- an airtight sealing connection between the connecting element 100 and the inside profile 7 of the support structure 1 can be achieved, which accordingly leads to the improvement of the thermal properties of the support structure 1 with the connecting element 100 according to the invention.
- the second sealing member 105 is used to securely fasten the connecting element of the invention to the support structure.
- the second sealing element 105 is preferably formed from a plurality of layers stacked on top of each other. These layers may be thin layers of soft PVC material. The layers are advantageously designed such that the second sealing element 105 has a corrugated surface (cf. Fig. 4 ), whereby the connecting element 100 according to the invention can be secured against slipping on the inside profile 7 of the support structure 1. In other words, the second sealing member 105 preferably forms a plurality of barbs formed by the edges of the individual layers.
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Building Environments (AREA)
- Joining Of Corner Units Of Frames Or Wings (AREA)
Claims (7)
- Façade d'un bâtiment, comportant une construction de support (1) et des éléments de façade (4, 4'), la façade comprenant des joints d'étanchéité dans l'intervalle des éléments de façade (4, 4') qui sont réalisés en plusieurs pièces sous forme de tronçons partiels et qui sont reliés par un élément de liaison (100), dans laquelle
l'élément de liaison (100) est réalisé pour refermer un intervalle (3) dépourvu de joint d'étanchéité, formé dans la façade entre deux tronçons d'étanchéité (2, 2') adjacents à l'un à l'autre,
l'élément de liaison (100) est en outre réalisé pour coiffer l'intervalle (3) dépourvu de joint d'étanchéité, et
l'élément de liaison (100) comprend des zones de chevauchement (101, 101') susceptibles d'être reliées aux extrémités des tronçons d'étanchéité (2, 2') adjacents l'un à l'autre,
l'élément de liaison (100) comprend une structure qui est adaptée aux tronçons d'étanchéité (2, 2') de telle sorte que l'élément de liaison peut être coiffé par-dessus les tronçons d'étanchéité (2, 2'),
caractérisé en ce que
l'élément de liaison (100) comprend un coeur élastique (102) ainsi que des zones élastiques (103, 104, 105) reliées à celui-ci, les zones élastiques (103, 104, 105) étant réalisées au moins partiellement sous forme de zones d'ancrage (103a, 103b, 103c) pour permettre une fixation de l'élément de liaison (100) sur la construction de support (1) de la façade. - Façade selon la revendication 1,
dans laquelle les zones d'ancrage (103a, 130b, 130c) présentent une largeur qui correspond à la largeur de l'intervalle (3) dépourvu de joint d'étanchéité au niveau de jointures d'étanchéité des tronçons partiels. - Façade selon l'une des revendications 1 ou 2,
dans laquelle les zones élastiques (103, 104, 105) forment au moins un premier élément d'étanchéité (104), le premier élément d'étanchéité (104) étant conçu pour établir une liaison d'étanchéité avec un premier tronçon d'étanchéité (9a) de la construction de support (1). - Façade selon la revendication 3,
dans laquelle le premier élément d'étanchéité (104) présente une section transversale sensiblement elliptique. - Façade selon l'une des revendications 1 à 4,
dans laquelle les zones élastiques (103, 104, 105) forment au moins un second élément d'étanchéité (105), le second élément d'étanchéité (105) étant conçu pour établir une liaison d'étanchéité avec un profilé (7) du côté intérieur de la construction de support (1). - Façade selon la revendication 5,
dans laquelle le second élément d'étanchéité (105) est constitué de plusieurs couches, de préférence de couches en matériau PVC souple. - Utilisation d'un élément de liaison (100) dans une façade selon l'une des revendications 1 à 6, dans laquelle
l'élément de liaison (100) est réalisé pour refermer un intervalle (3) dépourvu de joint d'étanchéité, formé dans la façade entre deux tronçons d'étanchéité (2, 2') adjacents à l'un à l'autre,
l'élément de liaison (100) est en outre réalisé pour coiffer l'intervalle (3) dépourvu de joint d'étanchéité, et
l'élément de liaison (100) comprend des zones de chevauchement (101, 101') susceptibles d'être reliées aux extrémités des tronçons d'étanchéité (2, 2') adjacents l'un à l'autre,
l'élément de liaison (100) comprend une structure qui est adaptée aux tronçons d'étanchéité (2, 2') de telle sorte que l'élément de liaison peut être coiffé par-dessus les tronçons d'étanchéité (2, 2'),
l'élément de liaison (100) comprend un coeur élastique (102) ainsi que des zones élastiques (103, 104, 105) reliées à celui-ci, les zones élastiques (103, 104, 105) étant réalisées au moins partiellement sous forme de zones d'ancrage (103a, 103b, 103c) pour permettre une fixation de l'élément de liaison (100) sur la construction de support (1) de la façade.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP11170497.9A EP2397643B1 (fr) | 2010-06-18 | 2011-06-20 | Elément de liaison destiné à la fermeture d'un joint d'étanchéité sur des façades |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10166450 | 2010-06-18 | ||
EP11170497.9A EP2397643B1 (fr) | 2010-06-18 | 2011-06-20 | Elément de liaison destiné à la fermeture d'un joint d'étanchéité sur des façades |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2397643A2 EP2397643A2 (fr) | 2011-12-21 |
EP2397643A3 EP2397643A3 (fr) | 2014-02-26 |
EP2397643B1 true EP2397643B1 (fr) | 2018-03-14 |
Family
ID=44786186
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11170497.9A Active EP2397643B1 (fr) | 2010-06-18 | 2011-06-20 | Elément de liaison destiné à la fermeture d'un joint d'étanchéité sur des façades |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP2397643B1 (fr) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2735689B1 (fr) * | 2012-11-21 | 2016-09-14 | Alcoa Aluminium Deutschland, Inc. | Dispositif de drainage pour une zone de liaison entre un profil de poteau et un profil de traverse et agencement de profil poteau traverse doté d'un dispositif de drainage |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4843791A (en) * | 1987-10-29 | 1989-07-04 | The Standard Products Company | Cap fitting for gasket system intersections |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4407284A1 (de) * | 1994-03-04 | 1995-09-14 | Manfred Woschko | Dichtungsanordnung für Fassaden |
DE102008061709A1 (de) * | 2008-12-12 | 2010-06-17 | Norsk Hydro Asa | Dichtungsprofil, Verbindungsvorrichtung und Dichtung |
DE202009013261U1 (de) * | 2009-10-02 | 2011-02-10 | Raico Bautechnik Gmbh | Dichtungsanordnung |
-
2011
- 2011-06-20 EP EP11170497.9A patent/EP2397643B1/fr active Active
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4843791A (en) * | 1987-10-29 | 1989-07-04 | The Standard Products Company | Cap fitting for gasket system intersections |
Also Published As
Publication number | Publication date |
---|---|
EP2397643A2 (fr) | 2011-12-21 |
EP2397643A3 (fr) | 2014-02-26 |
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