EP0709530B1 - Profilé d'extrémité pour balcons, terrasses et similaires et procédé pour sa pose - Google Patents

Profilé d'extrémité pour balcons, terrasses et similaires et procédé pour sa pose Download PDF

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Publication number
EP0709530B1
EP0709530B1 EP19950115826 EP95115826A EP0709530B1 EP 0709530 B1 EP0709530 B1 EP 0709530B1 EP 19950115826 EP19950115826 EP 19950115826 EP 95115826 A EP95115826 A EP 95115826A EP 0709530 B1 EP0709530 B1 EP 0709530B1
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EP
European Patent Office
Prior art keywords
profile
section
limb
closure profile
strip
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Expired - Lifetime
Application number
EP19950115826
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German (de)
English (en)
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EP0709530A1 (fr
Inventor
Walter Gutjahr
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Individual
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Individual
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Priority claimed from DE4443492A external-priority patent/DE4443492C2/de
Application filed by Individual filed Critical Individual
Publication of EP0709530A1 publication Critical patent/EP0709530A1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/15—Trimming strips; Edge strips; Fascias; Expansion joints for roofs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/0404—Drainage on the roof surface
    • E04D13/0459—Drainage borders, e.g. dripping edges, gravel stops or dispersers
    • E04D2013/0468—Drip edges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F19/00—Other details of constructional parts for finishing work on buildings
    • E04F19/02—Borders; Finishing strips, e.g. beadings; Light coves

Definitions

  • the invention relates to an elongated end wall end profile made of metal for balconies, patios and the like With one on one on the actual support plate Screed provided slab covering, which is a front the application of the screed to the support plate, essentially flat anchoring leg has, on the front edge of the front wall Profile section covering against external weather influences is set up, which is from about the height of the Screed in the end wall end area, in essentially upward protruding leg section and one the end wall of the support plate covering at least part of their height downwards pointing profile leg section. Furthermore
  • the invention relates to a method for laying a Panel covering on the support plate of a balcony or one Terrace using such an end wall end profile.
  • the object of the invention is a metal end wall profile for the here in To create the use case in question, which allows the difficulties described so far, i.e. the Penetration of liquid in the area on the end wall the screed to be avoided with certainty.
  • the end profiles according to the invention easy to connect in such a way that an offset is avoided.
  • the connection should be both a straight line as well as a corner joining of each enable two end profiles with each other.
  • this object is achieved according to the invention solved that at the upper edge of the upward protruding leg section one backwards over the concrete slab extending, folded profile leg strip is set, the width of which is less than that Width of the anchoring leg is.
  • This one pointing backwards Profile leg strip thus prevents with certainty the penetration of liquid in the near the front wall Screed area over the adhesive or mortar joint the outermost row of the panel covering.
  • the profile leg strip also stiffens the profile against unwanted deformation in its upper area.
  • a permanently elastic seal in the form of a the top of the folded profile leg strip on the one hand and the subsequent area of the screed provide permanently elastic sealing strip on the other hand, so that also penetrated through the panel joints Liquid cannot pass into the screed.
  • Profile leg strip On the free edge of the Profile leg strip can in further training according to the invention additionally a narrow one, down to the concrete support plate directed strip section can be attached, which the end profile in addition to anchoring anchored the anchoring leg in the screed and also a further stiffening and thus stabilization of the end profile causes.
  • the profile leg section pointing downward from the anchoring leg closes in appropriate training the invention from the end wall of the concrete support plate so inclined downwards on the anchoring leg at that between the end wall of the profile leg section a distance increases in the downward direction.
  • This profile leg section thus leads in the manner of a Rainwater draining off the face away from the end face of the support plate, so that the end face itself not drenched and then emerging Frost can be destroyed.
  • the above effect can be further improved in that the edge facing away from the anchoring leg of the profile section inclined obliquely downwards an approximately parallel face downward folded position Profile leg strip connects.
  • the edge facing away from the anchoring leg of the profile section inclined obliquely downwards an approximately parallel face downward folded position Profile leg strip connects.
  • end wall end profiles of those described above Sometimes, e.g. one to be covered Edge is longer than just for transport reasons limited length manufactured end profile, two or more end profiles are connected.
  • the well-known End profiles are simply butted together, it then at the latest when filling the Screed can come to an unsightly offset.
  • two end profiles must be connected to each other become. This corner connection happens in the known end profiles usually by Miter sawing.
  • this requires special tools, which when adapting to the building object often under unfavorable circumstances can be used directly on site have to.
  • corner elements exist usually from two short miter sawn Profile pieces, which are bent by means of a correspondingly and angled connecting element and / or by welding, Gluing or the like detachable or insoluble with each other are connected. It is also possible to use such corner elements not to be assembled from two sawn-in profile pieces, but to manufacture them in one piece. The important thing is with these achievable advantage that namely at the connection of two end profiles across the corner through the Use of the corner elements, the end profiles only straight must be cut off. Deviating from this, it can sometimes make sense, the final profiles as usual miter saw and then with one accordingly to connect angled connecting element. The procedure when connecting two end profiles is shown below described in more detail.
  • the connecting elements one protruding through the narrowed mouth Approach on.
  • this approach ensures that the Fasteners without additional tools in the groove-like Deepening can be moved.
  • this approach the completion of the balcony, terrace or the like. in the Protrude screed layer and in the hardened state of these are held, which then becomes an additional Fixing the connection leads.
  • connection as well as the connecting element itself comes especially when using a connector to wear, where the approach to his free end opposite the one that penetrates the narrowed mouth Section has enlarged end portion.
  • All approaches to the connecting elements can be both integral Be parts of the connecting element, as well as separately made and then attached to the connector become.
  • Front wall end profile is first like Proceed normally so that the anchoring leg of the end profile placed on the top of the concrete support plate and then one not yet set Screed compound applied to the concrete base plate at such a height will that the screed in the end wall area essentially the height of the has protruding leg above. Then one Sealing against the ingress of liquid into the Screed applied to the screed surface. On this The slabs are used to seal the slab covering a plate adhesive or mortar attached. Finally the joints are grouted between the tiles of the covering.
  • the end profile 10 of Figures 1 to 4 has one with a Variety of - square or in the case shown otherwise rectangular - openings 12 provided flat elongated anchoring leg 14, which - As later in connection with Figure 4 even closer is explained - on the surface of the actual concrete support plate (Fig. 4) to be provided with the plate covering Balconies are stored and then flowable Condition of screed 18 applied to the top of the base plate is held. Especially through the breakthrough 12 passing through and within the openings with the top of the support plate 16 adhesively connecting Screed anchors the end profile 10 according to his Curing positively and / or non-positively on the support plate. It should be emphasized that the breakthroughs also in others Shape as shown in the square or otherwise rectangular shape can be provided, in particular triangular or otherwise polygonal, round or rounded shape.
  • the end face On the end face edge, the end face is against Profile section 20 covering external weather influences attached, one of the anchoring leg 14 essentially Profile leg section projecting vertically upwards 22 which later applied to the support plate Screed 18 (Fig. 4) covers the front.
  • the End face 24 of the support plate 16 is one of the top of the end face 24 from obliquely downwards from Anchoring section 14 facing profile leg section 26 and an edge facing away from its anchoring leg attached approximately parallel to the end face profile strip 28 covered, whereby between the end face 24th the support plate 16 and the part of the profile section covering it 20 an intermediate space 30 is formed over which the end face 24 is ventilated.
  • profile leg strip 32 At the upper edge of the post facing away from the anchoring leg protruding profile leg 22 is a backward about the support plate 16 directed profile leg strip 32 attached, the narrower than the anchoring leg 14 is. At the rear free edge of this profile leg strip 32 is then still a strip section pointing downwards 34 set, which is significantly lower than that Profile leg section 22 is dimensioned so that the flowable applied screed 18 under the strip section 34 away in between the anchoring leg 14 and enter the space formed by the profile leg strip 32 can.
  • the end profile 10 is in its intended Installation position on the front edge of a balcony shown. It can be seen that the anchoring leg 14 placed on the top of the concrete support plate 16 and by being applied in a flowable state and then cured screed 18 is held. Of the Screed 18 is in the area of the openings 12 of the Anchoring leg 14 with the top of the concrete slab 16 connected, whereby the end profile securely in the shown location is anchored.
  • the end face 24 of the Concrete support plate 16 is slanted outwards and through the bottom leg section 26 and the subsequent vertical profile leg strips 28 against Wetting and moisture penetration through runoff rainwater protected, with the relatively large space 30 it is ensured that there is no expiration even in gusty weather or blown water to the face 24 becomes.
  • the profile leg section protruding upward from the anchoring leg 14 22 determines the thickness of the applied Screed, being used in the manufacture of the screed covering the procedure is such that it is still flowable applied screed first in the area of the end face in the Excess is heaped up, so that it also in the space between the anchoring leg 14 and the upper Profile leg strip 32 penetrates. Then about that Top of the profile leg strip the excess Screed smeared, creating a smooth transition between the top of the profile leg strip 32 and that form after the screed has set Surface is obtained. Towards the building Screed then also deducted, so that the to Drainage of rainwater requires slight inclination is set towards the front of the balcony.
  • the entire top of the screed in a known manner either by sticking on a sealing film or - in the manner preferred today - by application a so-called "liquid film” 38 sealed.
  • a permanently elastic thin sealing strip 40 glued on, the that is, in the transition area between the profile leg strips 32 and the screed created reliably seals against the ingress of moisture from above.
  • Permanently elastic sealing strips are on in the construction sector known and serve there for example for sealing of fillets between the balcony support plate and the vertical Wall connections against rainwater.
  • the tiles 42 are then placed on the sealed screed 18 by means of a tile adhesive 44 or a mortar covering upset. Finally, the tiles 42 become more common Wise.
  • FIGS. 5 to 13 each show modified exemplary embodiments the end profile 10 shown. To avoid of repetitions are described in the following only those compared to the final profile 10 Variations described. For the matching design on the other hand, it is sufficient to refer to the previous description to refer, especially as functionally matching parts the end profile 10 and the modified embodiments each assigned the same reference numerals are, which in the further exemplary embodiments only is preceded by a number from "1" to "9".
  • FIG. 5 shows an end profile 110 according to the invention shown, in which in the intended installation position no longer visible back of the profile leg section 122 a groove-like recess 150 is provided is.
  • the final profile 110 has an anchoring leg in the manner already described 114, an upwardly protruding leg section 122, which - as described above - the Thickness of the screed determined, as well as an obliquely outwards and the lower leg section 126 and the subsequent vertical profile leg strips 128.
  • At the The upper end of the profile leg section 122 is the profile leg strip 132 provided on which in this Embodiment then a downward Strip section 134 is attached.
  • the end wall end profile 110 points in this embodiment rectangular openings 112. The advantages of groove-like Recess 150 will be related later of Figure 18 explained.
  • FIG. 6 shows a final profile 210 in which the anchoring leg 214 triangular openings 212 are provided.
  • the end profile 210 also has the profile leg sections 222 already described and 226, with the profile leg strip on the profile leg section 226 228 and on the profile leg section 222 the profile leg strip 232 is attached. In analog Way to the strip sections 34 already described, 134 is strip section 234 on the profile leg strip 232 is provided.
  • the end profile 210 also has a groove-like depression 250, which from an upper Strip section 252 and a lower strip section 254 no longer in the intended installation position visible back of the profile leg portion 226 formed becomes. The groove-like depression is used for receiving a connecting element described below, by means of which two of these end profiles 210 are connected to one another in a particularly advantageous manner can.
  • Figures 7 to 13 show the end faces of different Embodiments of end wall end profiles according to the invention, in each of which one, in the exemplary embodiments of Figures 12 and 13 even two groove-like depressions 350, 450, 550, 650, 750, 850, 855, 950, 955 are.
  • the groove-like depressions 350, 450, ..., 850, 855, 950, 955 of the end profiles each those flat sides of the end profiles formed, which in the intended installation position of the end profiles from are not visible from the outside.
  • the groove-like depressions 350, 450, ..., 850, 855, 950, 955 are used by two Strip sections 352, 354, 452, 454, ..., 852, 854, 857, 859, 952, 954, 957, 959.
  • the end profiles point in addition, one anchoring leg 314, 414, ..., 914 on, each of which a profile leg section 322, 422, ..., 922 and the thickness of the screed to be applied later.
  • Each of the final profiles of Figures 7 to 13 also points another one diagonally downwards from the associated anchoring leg 314, 414, ..., 914 facing profile leg section 326, 426, ..., 926 and one on its anchoring leg attached facing edge, approximately parallel to the face Profile leg strips 328, 428, ..., 928 on.
  • For all end profiles of Figures 7 to 13 is also a parallel to the associated anchoring leg Profile leg strips 332, 432, ..., 932 provided which still in the embodiments shown here the vertically downward-pointing strip section 334, 434, ..., 934.
  • The is in the intended Installation position of the outer wall facing away from the end wall 335 of the strip section 334 of the exemplary embodiment 7 over part of its height to the front wall beveled.
  • the groove-like depressions 350, 450, ..., 850, 855, 950, 955 are used to hold connecting elements, which are described below.
  • FIGS. 14 to 17 show different exemplary embodiments connecting elements 60, 70, 80 according to the invention, 90, rolled by sections of elongated or extruded metal profiles are formed.
  • the connecting element 60 of FIG. 14 is the simplest in terms of design Connection element and consists only of a strip-shaped Flat profile, e.g. a flat iron section.
  • the profile leg 72 of the connecting element 70 of FIG. 15 a protruding like a rib Approach 74, which when inserting the connecting element 70 into one of the groove-like depressions of the one described above End profiles through the narrowed mouth of those groove-like recess into which it is inserted, emerges.
  • Approach 74 has the effect, on the one hand, that he stiffened the connecting element 70 as a whole.
  • the connecting element 80 has on the profile leg 82, which later in a corresponding groove-like depression an end profile according to the invention is inserted, one through the narrowed mouth of the groove-like depression occurring rib-like approach 84.
  • the anchoring effect is natural can not only be used at the connection points. Much more can be used to anchor an end profile in the screed fasteners of the type described above, which have this anchoring effect on any places distributed over the entire length of the profile be provided. At these points, then groove-like Find deepening in the final profile, where however, in particular in the case of extrusion processes End profiles generally the groove-like recess will extend over the entire length of the end profile.
  • Figure 18 is a final profile shown in Fig. 6 corresponding profile 210 in perspective View shown, being in the of the strip sections 252, 254 on the one not visible in the later installation position Back of the profile leg portion 226 formed groove-like recess the connecting element described above 70 was pushed.
  • the end profile 210 has one Number of in this case - different presentation according to Fig. 6 - rectangular openings 212 in the anchoring leg 214 on.
  • the final profile 210 that protruding upward from the anchoring leg 214 Profile leg section 222, at the upper End parallel to the anchoring leg 214 of the profile leg strips 232 cantilever.
  • the strip portion 234 is provided on the profile leg 232 .
  • a substantially vertical downward projecting profile leg strips 228 are attached.
  • the connector 70 was in the from the strip sections 252, 254 formed groove-like depression inserted. It protrudes a little over the end face of the end profile 210 beyond.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Floor Finish (AREA)

Claims (16)

  1. Profilé de recouvrement de paroi frontale allongé (10 ; 110 ; 210 ; ... ; 910) en métal pour balcons, terrasses et ouvrages semblables ayant un dallage (42) prévu sur une chape (18) appliquée sur une dalle porteuse proprement dite (16), lequel profilé présente une aile d'ancrage sensiblement plane (14 ; 114 ; 214 ; ... ; 914) qui est destinée à être posée sur la dalle porteuse avant l'application de la chape et au bord côté frontal de laquelle s'attache la partie de profilé qui couvre la paroi frontale (24) pour la protéger des influences atmosphériques extérieures, laquelle partie est composée d'une partie d'aile (22 ; 122 ; 222 ; ... ; 922) qui a à peu près la hauteur de la chape dans sa partie d'extrémité côté paroi frontale et fait saillie sensiblement à angle droit vers le haut, et d'une partie d'aile (26 ; 126 ; 226 ; ... ; 926) qui est dirigée vers le bas et couvre la paroi frontale de la dalle porteuse au moins sur une partie de sa hauteur,
    caractérisé par le fait
    qu'au bord supérieur de la partie d'aile (22 ; 122 ; 222 ; ... ; 922) qui fait saillie vers le haut s'attache une bande d'aile rabattue (32 ; 132 ; 232 ; ... ; 932) qui s'étend vers l'arrière au-dessus de la dalle porteuse en béton et dont la largeur est inférieure à celle de l'aile d'ancrage (14 ; 114 ; 214 ; ...; 914).
  2. Profilé de recouvrement selon la revendication 1, caractérisé par le fait qu'au bord libre situé au-dessus de la dalle porteuse (16) de la bande d'aile (32 ; 132 ; 232 ; ... ; 932) s'attache une partie de bande étroite (34 ; 134 ; 234 ; ... ; 934) dirigée vers le bas vers la dalle porteuse (16).
  3. Profilé de recouvrement selon la revendication 2, caractérisé par le fait qu'au moins le flanc extérieur (335) opposé à la paroi frontale (24) de la partie de bande (334) est en biseau au moins sur une partie de sa hauteur vers la paroi frontale.
  4. Profilé de recouvrement selon l'une des revendications 1 à 3, caractérisé par le fait que la partie d'aile dirigée vers le bas (26) s'attache à l'aile d'ancrage (14 ; 114 ; 214 ; ... ; 914) et s'éloigne de la paroi frontale (24) de la dalle porteuse (16) en étant inclinée obliquement vers le bas de façon telle qu'il y ait, entre la paroi frontale (24) et la partie d'aile (26), une distance qui augmente vers le bas.
  5. Profilé de recouvrement selon la revendication 4, caractérisé par le fait qu'au bord opposé à l'aile d'ancrage de la partie d'aile inclinée obliquement vers le bas (26) s'attache une bande d'aile (28 ; 128 ; 228 ; ... ; 928) qui est rabattue vers le bas dans une position à peu près parallèle à la paroi frontale.
  6. Profilé de recouvrement selon l'une des revendications 1 à 5, caractérisé par le fait que sur au moins une des faces planes du profilé de recouvrement non visibles de l'extérieur lorsque celui-ci est en place est prévu un creux du genre rainure allongé (150 ; 250 ; 350 ; ... ; 850, 855 ; 950, 955) s'étendant dans la direction longitudinale du profilé, ayant un orifice rétréci, et dans lequel peuvent être introduits depuis les extrémités côté frontal du profilé de recouvrement des éléments d'assemblage (60 ; 70 ; 80 ; 90) qui ont une section au moins en partie complémentaire de la section du creux du genre rainure.
  7. Profilé de recouvrement selon la revendication 6, caractérisé par le fait que le/les creux du genre rainure allongé(s) est/sont, dans la zone de son/leur orifice rétréci, formé(s) de deux parties de bande du genre nervure (152, 154 ; 252, 254 ; 352, 354 ; ... ; 852, 854, 857, 859 ; 952, 954, 957, 959) faites parallèlement sur le profilé de recouvrement sur la face plane intérieure.
  8. Profilé de recouvrement selon la revendication 7, caractérisé par le fait que la section du/des creux du genre rainure allongé(s) (150 ; 250 ; 350 ; ... ; 850, 855 ; 950, 955), située entre la face plane intérieure du profilé de recouvrement et l'orifice rétréci, a la forme d'un rectangle dont les grands côtés sont formés respectivement par la face plane intérieure et par les surfaces intérieures dirigées vers celle-ci, et imaginées franchir l'orifice rétréci, des parties de bande du genre nervure (152, 154 ; 252, 254 ; 352, 354 ; ... ; 852, 854, 857, 859 ; 952, 954, 957, 959).
  9. Profilé de recouvrement selon l'une des revendications 6 à 8, caractérisé par le fait qu'un creux du genre rainure allongé ou un des creux du genre rainure allongés (650 ; 855 ; 955) est fait sur la face intérieure de la partie d'aile saillant vers le haut (622 ; 822 ; 922).
  10. Profilé de recouvrement selon la revendication 4 et une des revendications 6 à 9, caractérisé par le fait qu'un creux du genre rainure allongé ou un des creux du genre rainure allongés (250 ; 750 ; 850) est fait sur la face plane intérieure de la partie d'aile (226 ; 726 ; 826) qui s'attache, inclinée obliquement vers le bas, à l'aile d'ancrage (214 ; 714 ; 814).
  11. Profilé de recouvrement selon l'une des revendications 6 à 10, caractérisé par le fait que les éléments d'assemblage (70 ; 80 ; 90) destinés à être engagés du côté frontal dans les creux du genre rainure allongés présentent un appendice (74 ; 84 ; 94) qui fait saillie par l'orifice rétréci.
  12. Profilé de recouvrement selon la revendication 11, caractérisé par le fait que l'appendice (84 ; 94) présente à son extrémité libre une partie d'extrémité (86 ; 96) qui est plus grande que la partie qui traverse l'orifice rétréci.
  13. Profilé de recouvrement selon l'une des revendications 11 et 12, caractérisé par le fait que l'appendice (74 ; 84 ; 94) s'étend sensiblement sur la longueur, mesurée dans la direction d'introduction, de l'élément d'assemblage (70 ; 80 ; 90).
  14. Profilé de recouvrement selon l'une des revendications 11 à 13, caractérisé par le fait que l'appendice (74 ; 84 ; 94) fait corps avec l'élément d'assemblage (70 ; 80 ; 90).
  15. Profilé de recouvrement selon l'une des revendications 11 à 13, caractérisé par le fait que l'appendice est fabriqué séparément et fixé à l'élément d'assemblage.
  16. Procédé de pose d'un dallage sur la dalle porteuse d'un balcon, d'une terrasse ou d'un ouvrage semblable avec utilisation d'un profilé de recouvrement de paroi frontale selon l'une des revendications 1 à 14, dans lequel on pose l'aile d'ancrage du profilé de recouvrement sur la face supérieure de la dalle porteuse et ensuite applique une masse de chape à l'état non encore pris sur la dalle porteuse sur une hauteur telle que la chape, après sa prise, ait dans sa partie côté paroi frontale sensiblement la hauteur de l'aile du profilé saillant vers le haut, après quoi on applique une étanchéité contre la pénétration de liquide dans la chape sur la surface de celle-ci, applique les dalles du dallage sur cette étanchéité au moyen d'une colle ou d'un mortier à dalles, et enfin jointoie les joints entre les dalles du dallage,
    caractérisé par le fait
    qu'avant d'appliquer la colle ou le mortier pour les dalles du dallage, on colle, sur la face supérieure de la bande d'aile rabattue vers l'arrière au-dessus de la dalle porteuse et sur la partie voisine de la surface de la chape, une bande d'étanchéité élastique imperméable aux liquides.
EP19950115826 1994-10-31 1995-10-07 Profilé d'extrémité pour balcons, terrasses et similaires et procédé pour sa pose Expired - Lifetime EP0709530B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE4438949 1994-10-31
DE4438949 1994-10-31
DE4443492 1994-12-07
DE4443492A DE4443492C2 (de) 1994-10-31 1994-12-07 Stirnwand-Abschlußprofil für Balkone, Terrassen sowie Verfahren zur Verlegung desselben

Publications (2)

Publication Number Publication Date
EP0709530A1 EP0709530A1 (fr) 1996-05-01
EP0709530B1 true EP0709530B1 (fr) 1999-08-25

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Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4443634A1 (de) * 1994-12-08 1996-06-13 Walter Gutjahr Stirnwand-Abschlußprofil für Balkone, Terrassen u. dgl.
DE19635852A1 (de) * 1996-09-04 1998-03-05 Walter Gutjahr Abschlußprofil für mit Fliesen verlegte Balkone, Terrassen o. dgl.
DE102007017612A1 (de) * 2007-04-12 2008-10-16 Panzer Bauunternehmen Gmbh Zarge für einen Balkon oder eine Terrasse sowie Verfahren zu deren Herstellung
FR3001989B1 (fr) * 2013-02-14 2015-06-26 Dani Alu Profile de finition pour l’habillage de panneaux de parement

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US1648336A (en) * 1926-10-23 1927-11-08 Jesse E Dowell Metal strip for window and door openings
DE3345926A1 (de) * 1983-01-05 1984-07-12 Rudolf 6419 Großentaft Münkel Traufen-randprofil
DE3324125A1 (de) * 1983-05-21 1984-11-29 Herbert Pajonk Verfahren zum einbauen eines fensterrahmens sowie entsprechende vorrichtung
DE9004119U1 (de) * 1990-04-09 1990-06-13 Gutjahr, Walter, 6101 Bickenbach Drain-Abschlußprofil
FR2690186B1 (fr) * 1992-04-16 1996-09-27 Dani Alu Dispositif de recouvrement d'une tranche verticale d'un element de construction en suspens.
DE29504990U1 (de) * 1995-03-24 1995-05-18 Münkel, Rudolf, 36132 Eiterfeld Traufen- und Verblendprofilelement für Balkon- und Terrassengrundplatten

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