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EP1736605B1 - Chassis de balcon, balcon et procédé de réalisation d'un balcon préfabriqué - Google Patents

Chassis de balcon, balcon et procédé de réalisation d'un balcon préfabriqué Download PDF

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Publication number
EP1736605B1
EP1736605B1 EP06116009A EP06116009A EP1736605B1 EP 1736605 B1 EP1736605 B1 EP 1736605B1 EP 06116009 A EP06116009 A EP 06116009A EP 06116009 A EP06116009 A EP 06116009A EP 1736605 B1 EP1736605 B1 EP 1736605B1
Authority
EP
European Patent Office
Prior art keywords
frame
balcony
concrete
wall
upper edge
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.)
Not-in-force
Application number
EP06116009A
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German (de)
English (en)
Other versions
EP1736605A3 (fr
EP1736605A2 (fr
Inventor
Waldemar Panzer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
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Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
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Publication of EP1736605A2 publication Critical patent/EP1736605A2/fr
Publication of EP1736605A3 publication Critical patent/EP1736605A3/fr
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Publication of EP1736605B1 publication Critical patent/EP1736605B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
    • 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

Definitions

  • the invention relates to a balcony frame, a balcony with such a balcony frame and a method for producing a precast balcony with such a frame.
  • a balcony with a concrete slab known, which has a centrally extending perpendicular to the building wall slightly raised area with sloping surfaces on both sides. The incident rainwater spreads, flows into lateral gutters and from there through a Speier to the outside.
  • the DE 198 40 673 C1 discloses a balcony frame having the features of the preamble of claim 1.
  • the balcony frame invention as an open-sided, otherwise circumferential edge edging is extremely simple and at the same time by the course of the top wall of an inclined plane for the surface of the cast in the frame concrete - or other final surface - define can.
  • the balcony frame can be created in the workshop and then delivered to the site to pour the balcony frame then on site with in-situ concrete.
  • the balcony frame can be placed with their vertical wall sections on a horizontal formwork, the side walls of thePhilzarge towers on all sides, then pour them.
  • the balcony frame according to the invention is particularly preferably made of steel and this particular made of galvanized steel, since this material is very stable and relatively easy to work and is available at reasonable cost.
  • the amount of material to be used can also be kept low by the inventive design.
  • a balcony withariazarge and concrete floor or concrete slab is also part of the invention, wherein the balcony is advantageously prepared according to the inventive method.
  • a balcony according to the invention can also be obtained in the event that one or more layers are applied to the concrete.
  • the concrete layer advantageously ends with the upper edge of the frame wall, and the at least one further layer preferably runs or lies in a plane parallel to and higher than the plane defined by the frame wall.
  • a rail is mounted on the vertical portions of the frame at least in sections, advantageously along its entire course, which may also be divided into a plurality of adjoining sections.
  • the rail is advantageously on the upper edge of the frame circumferentially, ie it is located on each side of theseidzarge not adjacent to the building.
  • the rail is in this case preferably welded to the upper edge of the frame.
  • the concrete or a layer possibly applied thereon terminates on the upper side with the rail or lies in a plane parallel to said inclined plane.
  • the angle of the said inclined plane with respect to a horizontal plane is advantageously between 0.5 degrees and 3 degrees, preferably between 0.5 degrees and 1.5 degrees, and preferably about 0.9 degrees.
  • a preferred angle of 0.86 degrees corresponds to a slope of 1.5%.
  • a particularly simple embodiment of the balcony frame according to the invention is characterized in that the frame wall has exclusively vertically extending wall sections. Various vertical wall sections can in this case be welded together or bent relative to each other. From the material and the processing effort disadvantageous profiles (see here the above DE 299 22 364 U1 ) are obsolete without the function of the balcony frame would be affected.
  • a more stable connection between balcony frame and concrete is obtained if at least one reinforcing element is provided on the inside of the wall, which is preferably welded to the inside of the frame.
  • a plurality of reinforcing elements are mounted side by side, preferably approximately at least every 40 cm.
  • Such reinforcing elements may be formed rod-like or plate-like.
  • one or more plate-shaped, advantageously horizontally extending sections are provided on the inner frame wall, the upper and lower sides of which are enclosed by cast-in concrete.
  • the plate-shaped reinforcing elements further rod or plate-shaped reinforcing elements can be provided.
  • a particularly simple embodiment of the balcony frame has a front wall (front side) and two side walls (cheek sides), so that in this way the conventional balcony shape is obtained.
  • a balcony frame according to the invention with round, oval or any other shaped sections.
  • a railing is attached to the wall outside of the frame, advantageously bolted. Likewise, it makes sense to attach to the Zargenau Towand a gutter, which is suitably inclined and opens into a drain.
  • Railings (with the help of holders) and / or gutter are welded according to an advantageous embodiment on the wall outside. Since the gutter must absorb much less force than the railing, it is advisable, in particular to weld this to the wall outside of the frame.
  • the balcony frame according to the invention for the production of prefabricated balcony according to an advantageous embodiment is placed on a formwork.
  • reinforcing elements are designed in a conventional manner in Zargeninnenraum and connected to an Isokorb (to prevent thermal bridges between balcony floor and building walls or ceilings).
  • the reinforcements are already attached to the Isokorb and their free ends must be installed in the Zargeninnenraum. It is also possible to wire the reinforcements with the aforementioned reinforcing elements, welded or otherwise connect.
  • the frame is poured in at least two steps with concrete, wherein the frame in a first step - advantageously in a workshop - initially only partially filled with a concrete that is, for example, 5 cm thick.
  • the concrete covers a part of the reinforcing elements and a part of the anchor, with which the Isokorb to be attached to the balcony floor.
  • the concrete semi-finished part (which can also be referred to as filigree corner element) obtained with this first pouring step can then be moved to the construction site and installed there in the building.
  • the semi-finished concrete part is brought to its final position with the help of square timbers and steel columns as auxiliary support.
  • the reinforcement of the ceiling is now connected to the reinforcement of the (Schöck-) isocorb.
  • the frame is poured in at least one subsequent pouring step with in-situ concrete (concrete), wherein the still protruding upward sections of the reinforcing elements are now also covered by the concrete and also advantageously concrete is distributed on the ceiling of the building.
  • in-situ concrete concrete
  • the auxiliary support can be removed under the balcony.
  • At least one layer - preferably a seal - are arranged, which also covers the top of the frame wall or the said rail and lies in a plane parallel to that of the Zargenoberkante opposite a horizontal plane defined inclined plane lies.
  • At least one liquid seal is placed over the concrete, on which then a tile adhesive and subsequently tiles can be applied.
  • a balcony frame 1 which mainly comprises a Ziggenwand 2 of preferably galvanized normal steel or stainless steel.
  • the frame wall 2 consists of a front wall 3 and two opposite side walls 4, which are all formed as running in vertical planes wall sections 3, 4a, 4b and together form a U in the plan.
  • the upper edge 5 of the frame wall 2 lies in a plane inclined with respect to a horizontal plane, which in the present case is formed sloping starting from the open side of the frame 1.
  • This embodiment is in particular the FIGS. 4a, 4b, 5 refer to.
  • the angle of inclination of the upper edge 5 of the frame wall 2 is in this case preferably in the range of about 1 degree relative to the horizontal, preferably at about 0.86 degrees (ie at 1.5% inclination).
  • the frame wall 2 forms a frame open on one side, which can be placed on a formwork for pouring concrete.
  • the later facing the building edge 9a of the concrete is in FIG. 1 indicated by dashed lines.
  • the top of the concrete to be applied later is provided with the reference numeral 9b.
  • This upper side 9b also has said angle of inclination relative to the horizontal.
  • the respective Distance between the reinforcing elements 8 from each other in the present case is at least 40 cm.
  • FIG. 5 a balcony inserted in a building wall 25 is shown, in which the Isokorb 26 rests against a building ceiling 27.
  • the side wall 4a is removed in this sectional view, so that the view of the concrete floor 9 is free.
  • the concrete to be poured into the arrangement of the frame wall 2, Isokorb 26 and formwork initially has a substantially horizontal, flat surface. Subsequently, this surface of the upper edge 5 of the frame wall 2 is adjusted by subtracting, so that the surface lies in said inclined plane. In other words, the upper edge 5 terminates with the surface of the concrete. It is thus obtained a simple and quick to produce prefabricated balcony, which has a sloping flat surface for draining rainwater.
  • the Zargenwand 2 also represents from the front and from the sides of a kind of aperture, which closes with the bottom and the top 9b of the concrete floor 9, s. also FIGS. 4a, 4b, 5 , Of the Inclination angle of the top 9b of the concrete floor 9 corresponds to that of the upper edge 5 of the balcony frame second
  • a screed layer is advantageously not necessary in this embodiment of the balcony. Therefore, no door threshold from the building interior to the balcony must be additionally formed, because the prescribed height difference of 15 cm results from the elimination of the insulating and screed layer.
  • the railing 12 On the outside of the front wall 3 and the side walls 4a, 4b horizontally spaced mounting plates 10 are welded to which lugs 13 of a railing 12 are screwed by means of screws 11.
  • the railing 12 has a lower flange 14, a top flange 15 and these connecting balusters 16. Between the balusters 16 filler rods 17 are arranged.
  • the railing 12 On the upper side, the railing 12 is bounded by a handrail 18.
  • the railing 12 is removable by the screw described.
  • the railing 12 does not have to be fixed before completion of the assembly work, so that an overall simpler installation of the balcony on the building is possible.
  • a gutter 22 for rainwater is arranged (see, in particular FIGS. 4a, 4b ), from the right side ( FIG. 4a ) runs downhill along the front to the left ( Figure 4b) to open near the house wall in a drain opening 23.
  • the channel 22 is advantageously welded to the frame wall 3. Additional plumbing work after Verbau the balcony are not necessary.
  • a seal indicated, for example, may be impermeable to water.
  • FIG. 7 a modified embodiment of the frame 1 according to the invention is shown.
  • a preferably made of hot-dip galvanized steel rail 20 is welded to the frame walls 3, 4a, 4b, which has a flat portion 21a, which extends along the upper edge 5 of the underlying respective wall 3, 4a, 4b.
  • the flat section 21 a is so wide that it extends over to both sides the respective frame wall 3, 4a, 4b surmounted.
  • the rail 20 is bent downwards and forms a vertical portion 21 b, which is arranged above the gutter 22.
  • Rain gutter 20, railing 12 and its attachment are as in the embodiment according to the Figures 1-6 educated.
  • the concrete potting takes place in two steps.
  • the frame wall 2 is provided with various reinforcing elements 8, which extend in all three spatial directions.
  • reinforcing elements 8 are present, which extend from the front wall 3 to near an isocorbus 26.
  • this long reinforcement element with a reinforcing element 8 ' is welded, that is partially embedded in the Isokorb 26.
  • a first concrete layer 7 is then poured with a thickness of for example 5 cm, which covers some sections 8a of the reinforcing elements 8 and also the Isokorb reinforcement 8 'partially.
  • the railing 12 and the gutter 22 are attached to this semi-finished part.
  • This semi-finished balcony can be transported to the construction site; However, the first pouring step can also be done on the site itself.
  • the semi-finished part is anchored in the building using the Isokorbs 26 and then cast an upper concrete layer, which also covers the remaining portions 8b of the reinforcements 8 and the protruding part of the Isokorb reinforcement 8 '.
  • the surface 9b of the second concrete layer or the concrete floor 9 extends or lies in a plane inclined to the horizontal plane - corresponding to the course of the frame wall 2 and the upper edge of the Isokorbs 26. In other words, the concrete surface 9b from the Isokorb 26 to the opposite rail section downhill inclined.
  • the angle of inclination of the concrete surface and the upper edge 5 of the frame wall 2 relative to the horizontal are advantageously about 0.9 degrees, and for example between 0.5 degrees and 3 degrees, preferably between 0.5 degrees and 1.5 degrees (these inclination angle also applies to the other embodiment shown in the preceding figures).
  • the surface of the Isokorbs 26 and the upper edge of the Isokorb 26 opposite portion of the rail 20 in this case each extend horizontally and parallel to each other, but are offset from each other in the vertical direction.
  • FIG. 7 is applied on the surface 9b at least one substantially the same thickness everywhere layer, for example, serves as a seal of the finished concrete surface.
  • This layer also covers the flat portion 21 a of the rail 20.
  • On the seal tiles can still be applied by means of a tile adhesive.
  • the uppermost layer here: sealing or tiles
  • reinforcing elements 8 are formed on the inner sides of the walls 3, 4 plate-shaped and possibly additional reinforcing elements are provided on these plates.
  • the rail 20 may also be formed as a hollow rail or with another profile or cross-sectional profile.
  • the balcony frame invention could also as Randum charged, steel cheek, edging o.ä. be referred to, without this would result in limitations.
  • prefabricated balcony is also to be understood as a balcony, which was poured out in several steps.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Door And Window Frames Mounted To Openings (AREA)
  • Special Wing (AREA)

Claims (28)

  1. Châssis de balcon à cloison de châssis (2) périphérique présentant une ouverture sur un côté et comportant des sections de cloison verticales (3, 4a, 4b), caractérisé en ce que le bord supérieur (5) des sections de cloison verticales (3, 4a, 4b) de la cloison de châssis (2) définit un plan incliné par rapport au plan horizontal et en ce que le bord inférieur (6) des sections de cloison verticales (3, 4a, 4b) de la cloison de châssis (2) se trouve dans un plan horizontal.
  2. Châssis de balcon selon la revendication 1, dans lequel le châssis est conçu de manière à contenir du béton coulé dans ledit châssis, dont la surface (9b), le cas échéant après un traitement de surface additionnel, est contiguë au bord supérieur (5) de la cloison de châssis (2).
  3. Châssis de balcon selon la revendication 1, dans lequel un rail (20) est agencé, et préférablement soudé, sur au moins une section du bord supérieur (5) de la cloison de châssis (2), ledit rail présentant la même inclinaison que le bord supérieur de la cloison de châssis (2).
  4. Châssis de balcon selon la revendication 3, dans lequel le rail (20) comporte un larmier (21) plié vers le bas et agencé en dehors du corps interne du châssis.
  5. Châssis de balcon selon l'une quelconque des revendications précédentes, dans lequel le bord supérieur (5) de la cloison de châssis (2) comporte une pente descendante à partir de ladite ouverture sur un côté du châssis.
  6. Châssis de balcon selon l'une quelconque des revendications précédentes, dans lequel l'angle dudit plan incliné par rapport à l'horizontale est compris entre 0,5 degré et 3 degré, et préférablement entre 0,5 degré et 1,5 degré.
  7. Châssis de balcon selon l'une quelconque des revendications précédentes, dans lequel l'angle dudit plan incliné par rapport à l'horizontale est d'environ 0,9 degré.
  8. Châssis de balcon selon l'une quelconque des revendications précédentes, dans lequel la cloison de châssis (2) comporte uniquement des sections de cloison verticales (3, 4a, 4b).
  9. Châssis de balcon selon l'une quelconque des revendications précédentes, dans lequel au moins un élément de renforcement (8) est agencé, et préférablement soudé, sur la face interne de la cloison de châssis (2).
  10. Châssis de balcon selon la revendication 9, dans lequel plusieurs éléments de renforcement (8) sont agencés côte à côte sur la face interne de la cloison de châssis (2), tous préférablement espacés entre eux d'au moins 40 cm.
  11. Châssis de balcon selon l'une quelconque des revendications précédentes, dans lequel la cloison de châssis (2) consiste essentiellement en une cloison frontale (3) et deux cloisons latérales (4a, 4b).
  12. Châssis de balcon selon l'une quelconque des revendications précédentes, dans lequel ledit châssis est fabriqué en acier, et préférablement en acier galvanisé.
  13. Châssis de balcon selon l'une quelconque des revendications précédentes, comportant une balustrade (12) agencée sur la face externe de la cloison de châssis (2).
  14. Châssis de balcon selon l'une quelconque des revendications précédentes, comportant une gouttière (22) agencée sur la face externe de la cloison de châssis (2).
  15. Châssis de balcon selon la revendication 13 ou 14, dans lequel la gouttière (22) et/ou la balustrade (12) est soudée au moyen de supports sur la face externe de la cloison de châssis (2).
  16. Châssis de balcon selon l'une quelconque des revendications précédentes, dans lequel des éléments de fixation (10) sont soudés sur la face externe de la cloison de châssis (2), sur lesquels une balustrade (12) et/ou une gouttière (22) est vissée.
  17. Procédé de fabrication d'un balcon préfabriqué, dans lequel un châssis (1) selon l'une des revendications 1 à 16 est rempli de béton et enlevé de telle sorte que la surface du béton (9b) ou la surface d'au moins une couche (9') ajoutée subséquemment sur la surface du béton (9b) est agencée dans le plan incliné constitué par le bord supérieur (5) de la cloison de châssis (2) ou par ledit rail (20), ou encore parallèlement audit plan incliné.
  18. Procédé selon la revendication 17, dans lequel le châssis (1) est placé sur un coffrage avant de couler le béton.
  19. Procédé selon l'une des revendications de procédé précédentes, dans lequel la cloison de châssis (2) est assemblée sur son côté ouvert au moyen d'éléments de renforcement (8, 8') à un Isokorb (26) à ancrer dans le bâtiment (25, 27).
  20. Procédé selon l'une des revendications de procédé précédentes, dans lequel du béton est coulé dans le châssis (1) en au moins deux étapes, dans lequel un béton est coulé dans une première étape seulement partiellement dans le châssis (1) de manière à envelopper les sections partielles (8a) des éléments de renforcement (8), et dans lequel un béton est coulé dans une étape suivante de manière à recouvrir les sections (8b) des éléments de renforcement (8) dépassant encore vers le haut.
  21. Procédé selon la revendication 20, dans lequel la pièce semi-préfabriquée obtenue lors de la première étape est ancrée dans la construction à l'aide de l'Isokorb (26), et dans lequel le châssis (1) est ensuite entièrement rempli de béton.
  22. Procédé selon l'une des revendications de procédé précédentes, dans lequel la surface (9b) du plancher de béton (9) ou de la couche de béton supérieure (9) n'est pas recouverte d'une couche de dallage.
  23. Procédé selon l'une des revendications de procédé précédentes, dans lequel au moins une couche (9') recouvrant également le bord supérieur (5) de la cloison de châssis (2) ou ledit rail (20) est agencée sur le plancher de béton (9) ou sur la couche de béton supérieure (9).
  24. Procédé selon l'une des revendications de procédé précédentes, dans lequel au moins une étanchéité affleurante est agencée sur le plancher de béton (9), sur laquelle un adhésif de carrelage et ensuite des carrelages peuvent être posés.
  25. Balcon comportant un châssis de balcon (1) selon l'une des revendications 1 à 16.
  26. Balcon selon la revendication 25, dans lequel du béton est coulé dans le châssis selon le procédé de l'une des revendications de procédé précédentes et dans lequel la surface supérieure (9b) dudit châssis est ôtée selon la pente du bord supérieur (5) du châssis (1) ou dudit rail (20).
  27. Balcon selon la revendication 25 ou 26, dans lequel le béton ne comporte pas de couche de dallage.
  28. Balcon selon l'une des revendications 25 à 27, dans lequel une ou plusieurs couches additionnelles (9') sont agencées sur la surface supérieure du plancher de béton (9), en particulier une étanchéité et une couche de carrelage, ou une couche d'isolation et une couche de dallage.
EP06116009A 2005-06-23 2006-06-23 Chassis de balcon, balcon et procédé de réalisation d'un balcon préfabriqué Not-in-force EP1736605B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102005029648A DE102005029648A1 (de) 2005-06-23 2005-06-23 Balkonzarge sowie Verfahren zum Herstellen eines Fertigteilbalkons

Publications (3)

Publication Number Publication Date
EP1736605A2 EP1736605A2 (fr) 2006-12-27
EP1736605A3 EP1736605A3 (fr) 2007-06-06
EP1736605B1 true EP1736605B1 (fr) 2008-11-19

Family

ID=36764724

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06116009A Not-in-force EP1736605B1 (fr) 2005-06-23 2006-06-23 Chassis de balcon, balcon et procédé de réalisation d'un balcon préfabriqué

Country Status (3)

Country Link
EP (1) EP1736605B1 (fr)
AT (1) ATE414825T1 (fr)
DE (2) DE102005029648A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3056632A1 (fr) 2015-02-14 2016-08-17 Klaus Peter Abel Bordure pour sols de balcon et de terrasse

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006043713A1 (de) * 2006-09-18 2008-04-03 Aco Severin Ahlmann Gmbh & Co. Kg Verlegevorrichtung
DE102007017612A1 (de) 2007-04-12 2008-10-16 Panzer Bauunternehmen Gmbh Zarge für einen Balkon oder eine Terrasse sowie Verfahren zu deren Herstellung
AU2018201872B9 (en) * 2017-03-16 2024-05-30 Illinois Tool Works Inc. Application of safety railing to a building structure
CN113737936B (zh) * 2021-08-10 2023-04-28 广东博意建筑设计院有限公司 一种预制组合式双联阳台的连接结构及施工方法

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Publication number Priority date Publication date Assignee Title
DE1164727B (de) * 1960-10-14 1964-03-05 Massey Ferguson Australia Ltd Aus mehreren Teilen zusammengesetzter Kultivator-Zinken
DE7018213U (de) * 1970-05-15 1972-02-17 Schuele Hans Aus stahl gefertigtes bauteil zum verankern von gelaendern an treppen, plattformen oder balkonen aus stahlbeton.
NO177800C (no) * 1993-05-04 1995-11-22 Helge Schjaerve Profil for vannavrenning og eksempelvis rekkverkfeste på balkonger
DE19840673C1 (de) * 1998-08-26 2000-03-16 Cta Anlagenbau Gmbh Verfahren zur Montage vorgefertigter Balkone für mehrgeschossige Alt- und Neubauten und Balkonanordnung hierfür
DE29822977U1 (de) * 1998-12-28 1999-03-25 Augustin, Winfried, Dipl.-Ing. (FH), 17207 Röbel Balkon- und Terrassenplattenbelag
DE29922364U1 (de) * 1999-12-21 2000-08-10 Malkemper, Frank, 48249 Dülmen Randeinfassung für Bauwerke, insbesondere Balkonböden

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3056632A1 (fr) 2015-02-14 2016-08-17 Klaus Peter Abel Bordure pour sols de balcon et de terrasse
DE102015001891A1 (de) 2015-02-14 2016-08-18 Klaus Peter Abel Randeinfassung für Balkon- und Terrassenböden
DE102015001891B4 (de) * 2015-02-14 2016-09-15 Klaus Peter Abel Randeinfassung für Balkon- und Terrassenböden

Also Published As

Publication number Publication date
EP1736605A3 (fr) 2007-06-06
ATE414825T1 (de) 2008-12-15
EP1736605A2 (fr) 2006-12-27
DE502006002097D1 (de) 2009-01-02
DE102005029648A1 (de) 2007-01-04

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