EP0726370B1 - Facade of building or roof - Google Patents
Facade of building or roof Download PDFInfo
- Publication number
- EP0726370B1 EP0726370B1 EP95119421A EP95119421A EP0726370B1 EP 0726370 B1 EP0726370 B1 EP 0726370B1 EP 95119421 A EP95119421 A EP 95119421A EP 95119421 A EP95119421 A EP 95119421A EP 0726370 B1 EP0726370 B1 EP 0726370B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchorage
- crossbars
- web portions
- profiles
- longitudinal
- 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.)
- Expired - Lifetime
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Classifications
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- 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
- E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
- E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
- E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
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- 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
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- 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
- E06B7/2301—Plastic, sponge rubber, or like strips or tubes without an integrally formed part for fixing the edging
- E06B7/2303—Plastic, sponge rubber, or like strips or tubes without an integrally formed part for fixing the edging hollow
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- 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
- E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
- E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
- E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
- E04D2003/0806—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars the supporting section of the glazing bar consisting of one single extruded or rolled metal part
-
- 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
- E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
- E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
- E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
- E04D2003/0818—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars the supporting section of the glazing bar consisting of several parts, e.g. compound sections
- E04D2003/0825—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars the supporting section of the glazing bar consisting of several parts, e.g. compound sections the metal section covered by parts of other material
- E04D2003/0831—Glazing gaskets of particular shape
-
- 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
- E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
- E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
- E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
- E04D2003/0868—Mutual connections and details of glazing bars
Definitions
- the invention relates to a building facade or a roof with one with infills, especially glazing elements, provided framework of posts and transoms, each on its outward-facing side in the middle area Connection elements for cover strips, which the infills overlap on the outside and on the edge
- infills especially glazing elements, provided framework of posts and transoms, each on its outward-facing side in the middle area Connection elements for cover strips, which the infills overlap on the outside and on the edge
- a building facade or a roof of this type is from DE 38 08 715 C2 known. Since the support surfaces on the bars and Posts in the same plane can be of the same type Sealing strips for mullions and transoms can be used. The edges on the ledgers close Anchoring profiles directly to the middle part of the the connecting elements bearing profile wall, so that each sealing strip held together in the anchoring grooves forms a drainage channel with the connection elements, due to condensation or leaks Any water that runs off can run into the longitudinal channels of the posts can.
- DE 34 19 538 C2 is a facade or a roof known, where on the bars with the Connection elements provided profile walls with both Bottom of the groove-shaped anchoring profiles for the sealing strips as well with the bottom from between the Anchoring profiles and the connection elements trained drainage channels are in alignment.
- the bars with their profile walls including the Anchoring profiles and drainage channels Posts overlap, but this requires different heights Sealing strips on the transoms and on the posts.
- the invention has for its object a Building facade or a roof of the type mentioned above train that in the areas where the latch the posts with their protruding profile walls overlap, the risk of leaks is avoided.
- connection elements Profile wall of the latch on the side of the connection elements Has longitudinal webs, each along one of the Anchoring profiles run to the end of the profile wall and between the one hand and the connection elements on the other hand, form a drainage groove on the Posts in the longitudinal channels.
- the longitudinal webs extend in the overlap area as far as the protruding profile walls, so that the Longitudinal webs the drainage grooves up to their Mouth cross-section on the longitudinal channels of the posts accompany and limit and lateral water leakage the longitudinal channels are also safe in the overlap area prevent.
- the longitudinal webs can be used to support the sealing strips on the bolts contribute.
- a preferred embodiment of the Invention is characterized in that the sealing strips the latch the longitudinal webs from the side of the Overlap anchoring profiles and attach them to the Further support surfaces provided on the longitudinal webs rest. It is recommended to use the sealing strips on the bolts to hold the longitudinal bars in addition and Longitudinal bars with their own anchoring profiles for the To provide sealing strips.
- Anchoring profiles of the transoms on the same side of the Level of the support surfaces as the connection elements lie is characterized in that the sealing strips of Bolts anchored to the longitudinal webs alone and the Longitudinal bars directly as anchoring profile for the Sealing strips are formed, the sealing strips Longitudinal bars on the outside of the transom with one against overlap the abutting profile apron.
- profile apron ensures that the Sealing strips with their between the support surface on the one hand and the infill on the other hand visible part to the Posts at the same height as on the transoms.
- the anchoring profiles are preferably on the Longitudinal webs of those running in the longitudinal direction of the web Anchoring grooves formed, which are conveniently in Direction towards the infills for the reception of the Sealing strips are open. As far as the sealing strips of Bars are held on these anchoring profiles, extend the sealing strips in a more preferred Embodiment with the longitudinal webs together up to Mouth of the drainage grooves in the longitudinal channels of the Post.
- FIGS. 1 to 4 Embodiments of the invention shows, wherein the Simplicity because of a building facade or a roof only one of the posts and one of the transoms are shown are, in each case in the Operafig. a) the post in Cross-section with the overlapping bar in side view and in the sectionfig. b) the bar on its own in Cross-section. 5 to 10 each show only one 1b to 4b corresponding representation the right upper profile corner of the transom profile with the sealing strip in various other embodiments and in opposite 1 to 4 enlarged scale.
- the post is 1, the transom is 2 designated.
- Posts and transoms each carry theirs to the outside, in the figures facing upwards in the middle area connecting elements 3 for not illustrated cover strips, which are also not the infills shown overlap outside.
- the posts 1 and 2 have bars on the with the connection elements 3 side on the edge Anchoring profiles 4, 5 for sealing strips 6, 7, the on the one hand on the infills, not shown, on the other hand rest on support surfaces 8, which on the Anchoring profiles 4, 5 are formed and on the outer side surfaces 11, 22 of the posts 1 and 2 bars run out a common level, which in the figures is perpendicular to the plane of the drawing and with its track E is indicated by dash-dotted lines.
- the sealing strips 6, 7 therefore have with their between the support surfaces 8 and the infill visible part on the posts 1 and on the Tie 2 the same height.
- the anchoring profiles 4 At the post 1 are between the anchoring profiles 4 and the connecting elements 3 Longitudinal channels 9 designed for drainage.
- the connection elements 3 sit on one Profile wall 10, which with its of the connecting elements 3rd facing away, lower surface in the figures in the plane E the support surfaces 8 runs.
- the connection elements 3 facing away that is, the lower side of this Level E ends of the transoms 2 on the post side surfaces 11. Lie on the other, i.e. upper side of this level E.
- the profile wall 10 of the Bolt 2 is on the side of the connection elements 3 with Longitudinal webs 12, each along one of the Anchoring profiles 5 to the end of the profile wall 10 run and between themselves on the one hand and the Connection elements 3, on the other hand, a drainage groove 13 form that on the post 1 in the longitudinal channels 9th flows.
- the anchoring profiles 5 of the latch 2 can be on the side facing away from the connection elements 3 Level E are such. B. in the embodiment of the Fig. 2a, b, or on the same side of the plane E as the connection elements are as in the Embodiments of FIGS.
- the Longitudinal webs 12 can, in addition to the anchoring profiles 5 be arranged on the of the connecting elements 3rd opposite side of the longitudinal webs 12, as in the Fig. 1 to 4.
- the sealing strips 7 of the bolt 2 can then the longitudinal webs 12 from the side of the anchoring profiles 5 reach over and the longitudinal webs 12 in further, to the Longitudinal webs 12 provided support surfaces 14, such as it also show FIGS. 1 to 4.
- the Sealing strips 7 of the bolts 2 on the longitudinal webs 12 additionally held, for which the longitudinal webs 12 in addition the anchoring profiles 5 with their own Anchoring profiles 15 are provided, in which the Engage sealing strips 7 with an anchoring foot.
- sealing strips 7 of the latch 2 alone on the Longitudinal webs 12 anchored directly to this Anchoring profile 5 formed for the sealing strips 7 are.
- the sealing strips 7 overlap the Longitudinal webs 12 with one abutting against the support surface 8 Profile apron 16, so that again between the Support surfaces 8 and the infill visible part of the Sealing strips 6, 7 on the posts 1 and the transoms 2 has the same height.
- the anchoring profiles 5 and 15 on the longitudinal webs 12 can, as in Figs. 1, 2 and 4 to 8 of Anchoring grooves are formed between the Support surfaces 14 extend and towards Infill panels to accommodate the sealing strips 7 open are.
- the sealing strips 7 extend as far as the anchoring profiles 5, 15 of the longitudinal webs 12 are held are, together with the longitudinal webs 12 to the end of the Profile wall 10 at the mouth of the drainage grooves 13 in the longitudinal channels 9 of the posts 1.
- Anchoring profile 5 on that of the connecting elements 3 opposite side of the plane E, such as in Fig. 2 so the sealing strips 7 end at least with their in Anchoring profile 5 held part, such as the Anchoring profiles 5 themselves, to the Post side surfaces 11.
- the support surface 8 runs here on the outer side surface 22 of the latch 2 is not exactly in the Level E from, but by about 0.2 to 0.5 mm from the Level E offset, the degree of offset in the figures is denoted by X.
- X degree of offset in the figures.
- Such a transfer is like that slight that the viewer without further exact Examination of the sealing strips 6, 7 on posts 1 and Bars 2 are perceived as the same.
- the support surface 8 runs the support surface 8 to the Latch 2 together with the profile wall 10 to Longitudinal channel 9 of the post 1, so that the sealing strip 7 or their profile apron 16 from the support surface 8 also in the area is supported in which the latch 2 with its Profile wall 10 overlaps the post 1.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Finishing Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
- Surface Treatment Of Glass (AREA)
Abstract
Description
Die Erfindung betrifft eine Gebäudefassade oder ein Dach mit einem mit Ausfachungen, insbes. Verglasungselementen, versehenen Rahmenwerk aus Pfosten und Riegeln, die jeweils an ihrer nach außen gewandten Seite im mittleren Bereich Anschlußelemente für Deckleisten, welche die Ausfachungen außenseitig übergreifen, und randseitig Verankerungsprofile für Dichtleisten aufweisen, die einerseits an den Ausfachungen, andererseits an Stützflächen anliegen, die an den Pfosten und Riegeln ausgebildet sind und an den äußeren Seitenflächen der Pfosten und der Riegel in einer für beide gemeinsamen Ebene auslaufen, wobei an den Pfosten zwischen den Verankerungsprofilen und den Anschlußelementen Längskanäle zur Entwässerung vorgesehen sind und an den Riegeln die Anschlußelemente an einer Profilwand sitzen, die mit ihrer von den Anschlußelementen abgewandten Fläche in der Ebene der Stützflächen verläuft, auf deren einer, von den Anschlußelementen abgewandter Seite die Riegel an den äußeren Seitenflächen der Pfosten enden, während sie auf der anderen Seite mit der überstehenden Profilwand auf dem Verankerungsprofil an den Pfosten aufliegen und dieses bis zu den Längskanälen überlappen.The invention relates to a building facade or a roof with one with infills, especially glazing elements, provided framework of posts and transoms, each on its outward-facing side in the middle area Connection elements for cover strips, which the infills overlap on the outside and on the edge Have anchoring profiles for sealing strips that on the one hand on the infills, on the other hand on Support surfaces bear against the posts and transoms are formed and on the outer side surfaces of the Upright and transom in one for both Level out, being at the post between the Anchoring profiles and the connecting elements longitudinal channels are provided for drainage and on the bars Connection elements sit on a profile wall, with their surface facing away from the connection elements in the plane of the support surfaces, on one of which Connection elements on the opposite side, the bolts on the outer side surfaces of the posts end while on the other side with the protruding profile wall on the Anchoring profile rest on the post and this up overlap to the longitudinal channels.
Eine Gebäudefassade oder ein Dach dieser Art ist aus DE 38 08 715 C2 bekannt. Da die Stützflächen an den Riegeln und Pfosten in derselben Ebene liegen, können gleichartige Dichtleisten für Pfosten und Riegel verwendet werden. Dabei schließen an den Riegeln die randseitigen Verankerungsprofile unmittelbar an den mittleren Teil der die Anschlußelemente tragenden Profilwand an, so daß jede in den Verankerungsnuten gehaltene Dichtleiste zusammen mit den Anschlußelementen einen Entwässerungskanal bildet, durch den aus Kondensation oder Undichtigkeiten anfallendes Wasser in die Längskanäle der Pfosten ablaufen kann. Im einzelnen liegen die Verankerungsprofile für die Dichtleisten an den Riegeln auf der den Anschlußelementen abgewandten Seite der Ebene der Stützflächen, so daß diese Verankerungsnuten und die in ihnen gehaltenen Dichtleisten an den äußeren Seitenflächen der Pfosten enden, wo die Dichtleisten mit ihrer Stirnfläche seitlich gegen die Enden der an den Pfosten sitzenden Dichtleisten stoßen, die bis an den seitlichen Rand der Profilwände reichen, mit denen die Riegel die Verankerungsprofile der Pfosten überlappen. Dadurch lassen die Enden der an den Pfosten sitzenden Dichtleisten gegenüber den an der überlappenden Profilwand der Riegel sitzenden Anschlußelementen Lücken frei, die jeweils mit einem der Entwässerungskanäle an den Riegeln fluchten und die Entwässerungskanäle mit den Längskanälen verbinden. Jedoch können in diesem Bereich leicht Undichtigkeiten entstehen, durch die Wasser aus den Lücken auf die Innenseite der Gebäudefassade oder des Daches gelangen kann, beispielsweise bei mangelhaftem Abschluß der Dichtleisten gegen den Rand der überlappenden Profilwände der Riegel.A building facade or a roof of this type is from DE 38 08 715 C2 known. Since the support surfaces on the bars and Posts in the same plane can be of the same type Sealing strips for mullions and transoms can be used. The edges on the ledgers close Anchoring profiles directly to the middle part of the the connecting elements bearing profile wall, so that each sealing strip held together in the anchoring grooves forms a drainage channel with the connection elements, due to condensation or leaks Any water that runs off can run into the longitudinal channels of the posts can. The anchoring profiles for the Sealing strips on the bolts on the connecting elements opposite side of the plane of the support surfaces, so that this Anchoring grooves and the sealing strips held in them on the outer side surfaces of the posts where the Sealing strips with their end faces against the side Butt ends of the sealing strips sitting on the posts, that extend to the side edge of the profile walls, with which the transoms the anchor profiles of the posts overlap. This leaves the ends of the on the posts seated sealing strips compared to those on the overlapping Profile wall of the bolt-fitting connecting elements gaps free, each with one of the drainage channels at the Bars are aligned and the drainage channels with the Connect longitudinal channels. However, in this area easily leakages occur, through which water from the Gaps on the inside of the building facade or the Can reach the roof, for example in the case of poor Completion of the sealing strips against the edge of the overlapping Profile walls of the bars.
Aus der DE 34 19 538 C2 ist eine Fassade oder ein Dach bekannt, bei dem an den Riegeln die mit den Anschlußelementen versehenen Profilwände sowohl mit dem Boden der nutförmig ausgebildeten Verankerungsprofile für die Dichtleisten als auch mit dem Boden von zwischen den Verankerungsprofilen und den Anschlußelementen ausgebildeten Entwässerungskanälen fluchten. Hier können daher die Riegel mit ihren Profilwänden einschließlich der Verankerungsprofile und der Entwässerungskanäle die Pfosten überlappen, jedoch bedingt dies verschieden hohe Dichtleisten an den Riegeln und an den Pfosten.DE 34 19 538 C2 is a facade or a roof known, where on the bars with the Connection elements provided profile walls with both Bottom of the groove-shaped anchoring profiles for the sealing strips as well with the bottom from between the Anchoring profiles and the connection elements trained drainage channels are in alignment. here we can hence the bars with their profile walls including the Anchoring profiles and drainage channels Posts overlap, but this requires different heights Sealing strips on the transoms and on the posts.
Der Erfindung liegt die Aufgabe zugrunde, eine Gebäudefassade oder ein Dach der eingangs genannten Art so auszubilden, daß in den Bereichen, in welchen die Riegel mit ihren überstehenden Profilwänden die Pfosten überlappen, die Gefahr von Undichtigkeiten vermieden wird.The invention has for its object a Building facade or a roof of the type mentioned above train that in the areas where the latch the posts with their protruding profile walls overlap, the risk of leaks is avoided.
Diese Aufgabe wird bei einer Gebäudefassade oder einem Dach mit den eingangs genannten Merkmalen erfindungsgemäß dadurch gelöst, daß die die Anschlußelemente tragende Profilwand der Riegel auf der Seite der Anschlußelemente Längsstege aufweist, die jeweils entlang eines der Verankerungsprofile bis zum Ende der Profilwand verlaufen und zwischen sich einerseits und den Anschlußelementen andererseits eine Entwässerungsnut bilden, die an den Pfosten in deren Längskanäle mündet.This task is performed on a building facade or a Roof with the features mentioned in the invention solved in that the carrying the connection elements Profile wall of the latch on the side of the connection elements Has longitudinal webs, each along one of the Anchoring profiles run to the end of the profile wall and between the one hand and the connection elements on the other hand, form a drainage groove on the Posts in the longitudinal channels.
Bei der Gebäudefassade oder dem Dach nach der Erfindung erstrecken sich die Längsstege im Überlappungsbereich gleich weit wie die überstehenden Profilwände, so daß die Längsstege die Entwässerungsnuten bis zu ihrem Mündungsquerschnitt an den Längskanälen der Pfosten begleiten und begrenzen und seitlichen Wasseraustritt aus den Längskanälen auch im überlappungsbereich sicher verhindern.For the building facade or the roof according to the invention the longitudinal webs extend in the overlap area as far as the protruding profile walls, so that the Longitudinal webs the drainage grooves up to their Mouth cross-section on the longitudinal channels of the posts accompany and limit and lateral water leakage the longitudinal channels are also safe in the overlap area prevent.
Im einzelnen besteht die Möglichkeit, daß die Verankerungsprofile der Riegel auf der von den Anschlußelementen abgewandten Seite der Ebene liegen und im montierten Zustand der Riegel an den äußeren Seitenflächen der Pfosten enden. Dann besitzen die Dichtleisten mit ihrem zwischen der Stützfläche einerseits und der Ausfachung andererseits sichtbaren Teil sowohl an den Pfosten als auch an den Riegeln dieselbe Höhe. Es besteht aber auch die Möglichkeit, daß die Verankerungsprofile der Riegel auf derselben Seite der Ebene wie die Anschlußelemente liegen und sich mit der überstehenden Profilwand bis zu den Längskanälen der Pfosten erstrecken. In allen Fällen empfiehlt es sich weiter, die Anordnung so zu treffen, daß die Längsstege neben den Verankerungsprofilen der Riegel und diese Verankerungsprofile auf der von den Anschlußelementen abgewandten Seite der Längsstege verlaufen. Die Längsstege können zur Abstützung der Dichtleisten an den Riegeln beitragen. Eine hierfür bevorzugte Ausführungsform der Erfindung ist dadurch gekennzeichnet, daß die Dichtleisten der Riegel die Längsstege von der Seite der Verankerungsprofile her übergreifen und ihnen in an den Längsstegen vorgesehenen weiteren Stützflächen aufliegen. Dabei empfiehlt es sich, die Dichtleisten der Riegel an den Längsstegen zusätzlich zu halten und dazu die Längsstege mit eigenen Verankerungsprofilen für die Dichtleisten zu versehen.In particular, there is a possibility that the Anchoring profiles of the transom on the of the Connection elements facing away from the plane and in the assembled state, the bolts on the outer Side surfaces of the posts end. Then they own Sealing strips with their between the support surface on the one hand and the infill on the other hand visible part of both the posts as well as on the transoms the same height. It but there is also the possibility that the Anchoring profiles of the transoms on the same side of the Level as the connection elements are and with the protruding profile wall up to the longitudinal channels of the Extend the post. It is recommended in all cases further to make the arrangement so that the longitudinal webs in addition to the anchoring profiles, the transom and this Anchoring profiles on the of the connecting elements run away from the side of the longitudinal webs. The longitudinal webs can be used to support the sealing strips on the bolts contribute. A preferred embodiment of the Invention is characterized in that the sealing strips the latch the longitudinal webs from the side of the Overlap anchoring profiles and attach them to the Further support surfaces provided on the longitudinal webs rest. It is recommended to use the sealing strips on the bolts to hold the longitudinal bars in addition and Longitudinal bars with their own anchoring profiles for the To provide sealing strips.
Eine andere sehr vorteilhafte Ausführungsform, bei der die Verankerungsprofile der Riegel auf derselben Seite der Ebene der Stützflächen wie die Anschlußelemente liegen, ist dadurch gekennzeichnet, daß die Dichtleisten der Riegel allein an den Längsstegen verankert und dazu die Längsstege unmittelbar als Verankerungsprofil für die Dichtleisten ausgebildet sind, wobei die Dichtleisten die Längsstege auf der Außenseite der Riegel mit einer gegen die Stützfläche stoßenden Profilschürze übergreifen. Hier sorgt die Profilschürze dafür, daß wiederum die Dichtleisten mit ihrem zwischen der Stützfläche einerseits und der Ausfachung andererseits sichtbaren Teil an den Pfosten wie an den Riegeln dieselbe Höhe besitzen.Another very advantageous embodiment in which the Anchoring profiles of the transoms on the same side of the Level of the support surfaces as the connection elements lie, is characterized in that the sealing strips of Bolts anchored to the longitudinal webs alone and the Longitudinal bars directly as anchoring profile for the Sealing strips are formed, the sealing strips Longitudinal bars on the outside of the transom with one against overlap the abutting profile apron. Here the profile apron ensures that the Sealing strips with their between the support surface on the one hand and the infill on the other hand visible part to the Posts at the same height as on the transoms.
Vorzugsweise sind die Verankerungsprofile an den Längsstegen von in Steglängsrichtung verlaufenden Verankerungsnuten gebildet, die zweckmäßigerweise in Richtung zu den Ausfachungen hin für die Aufnahme der Dichtleisten offen sind. Soweit die Dichtleisten der Riegel an diesen Verankerungsprofilen gehalten sind, erstrecken sich die Dichtleisten in bevorzugter Ausführungsform mit den Längsstegen zusammen bis zur Mündung der Entwässerungsnuten in die Längskanäle der Pfosten. The anchoring profiles are preferably on the Longitudinal webs of those running in the longitudinal direction of the web Anchoring grooves formed, which are conveniently in Direction towards the infills for the reception of the Sealing strips are open. As far as the sealing strips of Bars are held on these anchoring profiles, extend the sealing strips in a more preferred Embodiment with the longitudinal webs together up to Mouth of the drainage grooves in the longitudinal channels of the Post.
Im folgenden wird die Erfindung mit Hilfe einer Zeichnung näher erläutert, die in den Fig. 1 bis 4 verschiedene Ausführungsbeispiele der Erfindung zeigt, wobei der Einfachheit wegen von einer Gebäudefassade oder einem Dach nur einer der Pfosten und einer der Riegel dargestellt sind, und zwar jeweils in der Teilfig. a) der Pfosten im Querschnitt mit dem überlappenden Riegel in Seitenansicht und in der Teilfig. b) der Riegel für sich allein im Querschnitt. Die Fig. 5 bis 10 zeigen jeweils nur in einer den Fig. 1b bis 4b entsprechenden Darstellung die rechte obere Profilecke des Riegelprofiles mit der Dichtleiste in verschiedenen weiteren Ausführungsformen und in gegenüber den Fig. 1 bis 4 vergrößertem Maßstab.In the following the invention with the help of a drawing explained in more detail, the different in FIGS. 1 to 4 Embodiments of the invention shows, wherein the Simplicity because of a building facade or a roof only one of the posts and one of the transoms are shown are, in each case in the Teilfig. a) the post in Cross-section with the overlapping bar in side view and in the Teilfig. b) the bar on its own in Cross-section. 5 to 10 each show only one 1b to 4b corresponding representation the right upper profile corner of the transom profile with the sealing strip in various other embodiments and in opposite 1 to 4 enlarged scale.
In der Zeichnung ist der Pfosten mit 1, der Riegel mit 2
bezeichnet. Pfosten und Riegel tragen jeweils an ihrer
nach außen, in den Figuren nach oben gewandten Seite im
mittleren Bereich Anschlußelemente 3 für nicht
dargestellte Deckleisten, welche die ebenfalls nicht
dargestellten Ausfachungen außenseitig übergreifen.
Außerdem besitzen die Pfosten 1 und die Riegel 2 an der
mit den Anschlußelementen 3 versehenen Seite am Rande
Verankerungsprofile 4, 5 für Dichtleisten 6, 7, die
einerseits an den nicht dargestellten Ausfachungen,
andererseits an Stützflächen 8 anliegen, die an den
Verankerungsprofilen 4, 5 ausgebildet sind und an den
äußeren Seitenflächen 11, 22 der Pfosten 1 und Riegel 2 in
einer gemeinsamen Ebene auslaufen, welche in den Figuren
senkrecht auf der Zeichenebene steht und mit ihrer Spur E
strichpunktiert angedeutet ist. Die Dichtleisten 6, 7
besitzen daher mit ihrem zwischen den Stützflächen 8 und
der Ausfachung sichtbaren Teil an den Pfosten 1 und an den
Riegeln 2 dieselbe Höhe. An den Pfosten 1 sind zwischen
den Verankerungsprofilen 4 und den Anschlußelementen 3
Längskanäle 9 zur Entwässerung ausgebildet. An den
Riegeln 2 sitzen die Anschlußelemente 3 an einer
Profilwand 10, die mit ihrer von den Anschlußelementen 3
abgewandten, in den Figuren unteren Fläche in der Ebene E
der Stützflächen 8 verläuft. Auf der einen, von den
Anschlußelementen 3 abgewandten, also unteren Seite dieser
Ebene E enden die Riegel 2 an den Pfostenseitenflächen 11.
Auf der anderen, also oberen Seite dieser Ebene E liegen
die Riegel 2 mit der überstehenden Profilwand 10 auf dem
Verankerungsprofil 4 an den Pfosten 1 auf, wobei die
Profilwand 10 das Verankerungsprofil 4 an den Pfosten 1
bis zu den Längskanälen 9 überlappt. Die Profilwand 10 der
Riegel 2 ist auf der Seite der Anschlußelemente 3 mit
Längsstegen 12 versehen, die jeweils entlang eines der
Verankerungsprofile 5 bis zum Ende der Profilwand 10
verlaufen und zwischen sich einerseits und den
Anschlußelementen 3 andererseits eine Entwässerungsnut 13
bilden, die an den Pfosten 1 in deren Längskanäle 9
mündet. Die Verankerungsprofile 5 der Riegel 2 können auf
der von den Anschlußelementen 3 abgewandten Seite der
Ebene E liegen, wie z. B. im Ausführungsbeispiel nach den
Fig. 2a, b, oder sich auf derselben Seite der Ebene E wie
die Anschlußelmente befinden, wie in den
Ausführungsbeispielen nach den Fig. 3 bis 10. Die
Längsstege 12 können neben den Verankerungsprofilen 5
angeordnet sein, die auf der von den Anschlußelementen 3
abgewandten Seite der Längsstege 12 verlaufen, wie in den
Fig. 1 bis 4. Die Dichtleisten 7 der Riegel 2 können dann
die Längsstege 12 von der Seite der Verankerungsprofile 5
her übergreifen und den Längsstegen 12 in weiteren, an den
Längsstegen 12 vorgesehenen Stützflächen 14 aufliegen, wie
es ebenfalls die Fig. 1 bis 4 zeigen. Dabei sind die
Dichtleisten 7 der Riegel 2 an den Längsstegen 12
zusätzlich gehalten, wozu die Längsstege 12 zusätzlich zu
den Verankerungsprofilen 5 mit eigenen
Verankerungsprofilen 15 versehen sind, in welche die
Dichtleisten 7 mit einem Verankerungsfuß eingreifen.In the drawing, the post is 1, the transom is 2
designated. Posts and transoms each carry theirs
to the outside, in the figures facing upwards in the
middle
In den Ausführungsbeispielen nach den Fig. 5 bis 10 sind
dagegen die Dichtleisten 7 der Riegel 2 allein an den
Längsstegen 12 verankert, die dazu unmittelbar als
Verankerungsprofil 5 für die Dichtleisten 7 ausgebildet
sind. Dabei übergreifen die Dichtleisten 7 die
Längsstege 12 mit einer gegen die Stützfläche 8 stoßenden
Profilschürze 16, so daß wiederum der zwischen den
Stützflächen 8 und der Ausfachung sichtbare Teil der
Dichtleisten 6, 7 an den Pfosten 1 und den Riegeln 2
dieselbe Höhe besitzt.5 to 10 are in the exemplary embodiments
on the other hand, the
Die Verankerungsprofile 5 bzw. 15 an den Längsstegen 12
können, wie in den Fig. 1, 2 und 4 bis 8 von
Verankerungsnuten gebildet sein, die zwischen den
Stützflächen 14 verlaufen und in Richtung zu den
Ausfachungen hin zur Aufnahme der Dichtleisten 7 offen
sind. Die Dichtleisten 7 erstrecken sich, soweit sie an
den Verankerungsprofilen 5, 15 der Längsstege 12 gehalten
sind, zusammen mit den Längsstegen 12 bis zum Ende der
Profilwand 10 an der Mündung der Entwässerungsnuten 13 in
die Längskanäle 9 der Pfosten 1. Liegt dagegen das
Verankerungsprofil 5 auf der von den Anschlußelmeenten 3
abgewandten Seite der Ebene E, wie etwa in Fig. 2, so
enden die Dichtleisten 7 zumindest mit ihrem im
Verankerungsprofil 5 gehaltenen Teil, wie die
Verankerungsprofile 5 selbst, an den
Pfostenseitenflächen 11. The
In den vorangehenden Ausführungen und in den
Patentansprüchen ist davon ausgegangen, daß die
Stützflächen 8 an den äußeren Seitenflächen 11, 22 der
Pfosten 1 und Riegel 2 in einer diesen beiden
gemeinsamen Ebene E auslaufen, damit der zwischen den
Stützflächen 8 einerseits und der Ausfachung andererseits
sichtbare Teil der Dichtleisten 6, 7 sowohl an den
Pfosten 1 als auch an den Riegeln 2 dieselbe Höhe besitzt.
Da es hierbei aber nur auf den optischen Eindruck ankommt,
den ein Betrachter erhält, liegt es selbstverständlich im
Rahmen der Erfindung, gemäß den Ansprüchen 1 bis 10, wenn
die Stützflächen 8 an den Pfosten 1 einerseits und den
Riegeln 2 andererseits geringfügig, etwa in der Größe von
einigen zehnteln Millimetern, voneinander abweichen, wenn
nur diese Abweichungen so gering sind, daß sie vom
Betracher kaum wahrgenommen werden. In den Fig. 7 bis 10
sind diese Verhältnisse in zur Erläuterung übertriebener
Weise dargestellt. Die Stützfläche 8 läuft hier an der
äußeren Seitenfläche 22 der Riegel 2 nicht exakt in der
Ebene E aus, sondern um etwa 0,2 bis 0,5 mm aus der
Ebene E versetzt, wobei das Versetzungsmaß in den Figuren
mit X bezeichnet ist. Eine solche Versetzung ist so
gering, daß vom Betrachter ohne weitere genaue
Untersuchung die Dichtleisten 6, 7 an Pfosten 1 und
Riegel 2 als gleich hoch empfunden werden. Im montierten
Zustand der Riegel 2 läuft dann die Stützfläche 8 an den
Riegeln 2 zusammen mit der Profilwand 10 bis zum
Längskanal 9 des Pfostens 1, so daß die Dichtleiste 7 bzw.
ihre Profilschürze 16 von der Stützfläche 8 auch noch in
dem Bereich abgestützt ist, in dem der Riegel 2 mit seiner
Profilwand 10 den Pfosten 1 überlappt.In the foregoing and in the
Claims is assumed that the
Claims (10)
- A building facade or roof having a framework provided with frame members, in particular glazing elements, the framework comprising uprights (1) and crossbars (2) which at their outwardly facing side each have in the central region connecting elements (3) for cover strips which engage over the frame members on the outside and at the edges anchorage profiles (4, 5) for sealing strips (6, 7) which on the one hand bear against the frame members and on the other hand against support surfaces (8) which are provided on the uprights (1) and crossbars (2) and at the outer side surfaces (11, 12) of the uprights (1) and the crossbars (2) terminate in a plane (E) which is common to both and from which the support surfaces (8) can deviate at a respective upright (1) on the one hand and at a crossbar (2) on the other hand at most by a value of some tenths of a millimetre, wherein provided on the uprights (1) between the anchorage profiles (4) and the connecting elements (3) are longitudinal passages (4) for drainage purposes and on the crossbars (2) the connecting elements (3) are disposed on a profile wall (10) which with its surface remote from the connecting elements (3) extends in the plane (E) of the support surfaces (8), on whose one side which is remote from the connecting elements (3) the crossbars (2) end at the outer side surfaces (11) of the uprights (1) while on the other side they bear with the projecting profile wall (10) on the anchorage profile (4) on the uprights (1) and overlap the anchorage profile as far as the longitudinal passages (9), characterised in that on the side of the connecting elements (3) the profile wall (10) carrying the connecting elements (3) has longitudinal web portions (12) which each extend along a respective one of the anchorage profiles (5) as far as the end of the profile wall (10) and form between them on the one hand and the connecting elements (3) on the other hand a drainage groove (13) which opens at the uprights (1) in the longitudinal passages (9) thereof.
- A building facade or roof according to claim 1 characterised in that the anchorage profiles (5) of the crossbars (2) are on the side of the plane (E), which is remote from the connecting elements (3), and in the assembled condition of the crossbars (2) end at the outer side surfaces (11) of the uprights (1).
- A building facade or roof according to claim 1 characterised in that the anchorage profiles (5) of the crossbars (2) are on the same side of the plane (E) as the connecting elements (3) and extend with the projecting profile wall (10) as far as the longitudinal passages (9) of the uprights (1).
- A building facade or roof according to one of claims 1 to 3 characterised in that the longitudinal web portions (12) extend beside the anchorage profiles (5) of the crossbars (2) and said anchorage profiles (5) extend on the side of the longitudinal web portions (12), which is remote from the connecting elements (3).
- A building facade or roof according to one of claims 1 to 4 characterised in that the sealing strips (7) of the crossbars (2) engage over the longitudinal web portions (12) from the side of the anchorage profiles (5) and rest thereon in further support surfaces (14) provided on the longitudinal web portions (12).
- A building facade or roof according to claim 5 characterised in that the sealing strips (7) of the crossbars (2) are additionally held on the longitudinal web portions (12) and for that purpose the longitudinal web portions (12) are additionally provided with their own anchorage profiles (15) for the sealing strips (7).
- A building facade or roof according to claim 3 characterised in that the sealing strips (7) of the crossbars (2) are anchored solely to the longitudinal web portions (12) and for that purpose the longitudinal web portions (12) are formed directly as an anchorage profile (5) for the sealing strips (7), wherein the sealing strips (7) engage over the longitudinal web portions (12) on the outside of the crossbars (2) with a profile skirt (16) which bears against the support surface (8).
- A building facade or roof according to claim 6 or claim 7 characterised in that the anchorage profiles (5, 15) are formed on the longitudinal web portions (12) by anchorage grooves extending in the longitudinal direction of the web portions.
- A building facade or roof according to claim 8 characterised in that the anchorage grooves on the longitudinal web portions (12) are open in a direction towards the frame members for receiving the sealing strips (7).
- A building facade or roof according to one of claims 6 to 9 characterised in that the sealing strips (7) of the crossbars (2), insofar as they are held to the anchorage profiles (5, 15) of the longitudinal web portions (12), extend together with the longitudinal web portions (12) as far as the mouth opening of the drainage grooves (13) into the longitudinal passages (9) of the uprights (1).
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19500328 | 1995-01-07 | ||
DE19500328 | 1995-01-07 | ||
DE19516778 | 1995-05-10 | ||
DE19516778A DE19516778A1 (en) | 1995-01-07 | 1995-05-10 | Building facade or roof |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0726370A2 EP0726370A2 (en) | 1996-08-14 |
EP0726370A3 EP0726370A3 (en) | 1996-08-21 |
EP0726370B1 true EP0726370B1 (en) | 1999-03-10 |
Family
ID=26011487
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP95119421A Expired - Lifetime EP0726370B1 (en) | 1995-01-07 | 1995-12-09 | Facade of building or roof |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0726370B1 (en) |
AT (1) | ATE177496T1 (en) |
DK (1) | DK0726370T3 (en) |
ES (1) | ES2128644T3 (en) |
NO (1) | NO308223B1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1577455A2 (en) | 2004-03-18 | 2005-09-21 | Thyssen Schulte Gutmann Bausysteme GmbH | Building facade or roof with framework for supporting facade panels |
EP2116659A2 (en) | 2008-05-07 | 2009-11-11 | Hermann Gutmann Werke AG | Building facade or roof facade with framework |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6745527B1 (en) | 1999-10-08 | 2004-06-08 | Diversified Panel Systems, Inc. | Curtain wall support method and apparatus |
WO2001027399A2 (en) | 1999-10-08 | 2001-04-19 | Diversified Panel Systems, Inc. | Curtain wall support method and apparatus |
SE0300999D0 (en) * | 2003-04-04 | 2003-04-04 | Trelleborg Ab | Sealing strip |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3419538A1 (en) * | 1984-05-25 | 1985-11-28 | SCHÜCO Heinz Schürmann GmbH & Co, 4800 Bielefeld | FACADE OR ROOF IN A METAL-GLASS VERSION |
DE3612149A1 (en) * | 1986-04-10 | 1987-10-15 | Wieland Werke Ag | FRAME CONSTRUCTION IN POST-BAR STRUCTURE, IN PARTICULAR FOR FACADES OD. DGL. |
IT1241657B (en) * | 1990-03-06 | 1994-01-26 | Ornago Hydro Alluminio | SERIES OF METAL PROFILES FOR THE CONSTRUCTION OF CONTINUOUS FACADES |
ATE144301T1 (en) * | 1993-04-07 | 1996-11-15 | Hartmann & Co W | EXTERNAL WALL CONSTRUCTION FOR BUILDINGS OR SLOPED ROOFS |
-
1995
- 1995-11-29 NO NO954850A patent/NO308223B1/en not_active IP Right Cessation
- 1995-12-09 ES ES95119421T patent/ES2128644T3/en not_active Expired - Lifetime
- 1995-12-09 AT AT95119421T patent/ATE177496T1/en active
- 1995-12-09 DK DK95119421T patent/DK0726370T3/en active
- 1995-12-09 EP EP95119421A patent/EP0726370B1/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1577455A2 (en) | 2004-03-18 | 2005-09-21 | Thyssen Schulte Gutmann Bausysteme GmbH | Building facade or roof with framework for supporting facade panels |
DE102004013576A1 (en) * | 2004-03-18 | 2005-10-20 | Thyssen Schulte Gutmann Bausys | Building façade or roof with infills to accommodate facade elements |
EP2116659A2 (en) | 2008-05-07 | 2009-11-11 | Hermann Gutmann Werke AG | Building facade or roof facade with framework |
DE102008022650A1 (en) | 2008-05-07 | 2009-12-03 | Hermann Gutmann Werke Ag | Building facade or roof facade with infills |
Also Published As
Publication number | Publication date |
---|---|
ATE177496T1 (en) | 1999-03-15 |
DK0726370T3 (en) | 1999-09-27 |
EP0726370A2 (en) | 1996-08-14 |
NO954850L (en) | 1996-07-08 |
ES2128644T3 (en) | 1999-05-16 |
NO954850D0 (en) | 1995-11-29 |
EP0726370A3 (en) | 1996-08-21 |
NO308223B1 (en) | 2000-08-14 |
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