EP1736605B1 - Balcony frame, balcony and manufacturing process for a prefabricated balcony - Google Patents
Balcony frame, balcony and manufacturing process for a prefabricated balcony Download PDFInfo
- 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
Links
Images
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)
- Special Wing (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Door And Window Frames Mounted To Openings (AREA)
Abstract
Description
Die Erfindung betrifft eine Balkonzarge, einen Balkon mit einer derartigen Balkonzarge sowie ein Verfahren zum Herstellen eines Fertigteilbalkons mit einer derartigen Zarge.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.
Es ist beispielsweise aus der
Des Weiteren ist aus der
Es ist Aufgabe der vorliegenden Erfindung, eine einfach ausgebildete Balkonzarge, einen entsprechenden Balkon sowie ein Verfahren zur Verfügung zu stellen, um einen schnell herzustellenden und gleichzeitig robusten Balkon zu realisieren.It is an object of the present invention to provide a simple trained balcony frame, a corresponding balcony and a method available to realize a fast to produce and at the same time robust balcony.
Diese Aufgabe wird durch die Merkmale der unabhängigen Ansprüche 1, 17 und 25 gelöst.This object is solved by the features of
Die Vorteile der Erfindung liegen insbesondere darin, dass die erfindungsgemäße Balkonzarge als einseitig offene, ansonsten umlaufende Randeinfassung extrem einfach aufgebaut ist und gleichzeitig durch den Verlauf der Wandoberkante eine schiefe Ebene für die Oberfläche des in die Zarge einzugießenden Betons - oder einer anderen abschließenden Oberfläche - definieren kann. Bei dem erfindungsgemäßen Verfahren wird - im Gegensatz zum Stand der Technik - nicht zuerst der Balkonboden bereitgestellt und dann die Zarge angeschraubt, sondern die Balkonzarge kann in der Werkstatt erstellt und anschließend zur Baustelle geliefert werden, um die Balkonzarge dann vor Ort mit Ortbeton auszugießen.The advantages of the invention are, in particular, that 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. In the method according to the invention is - in contrast to the prior art - not provided first the balcony floor and then screwed the frame, but 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.
Da die Unterkante der Zargenwand in einer Horizontalebene verläuft bzw. liegt, kann die Balkonzarge mit ihren senkrechten Wandabschnitten auf eine waagerechte Schalung aufgesetzt werden, deren Seitenwände die Balkonzarge allseitig überragt, um diese anschließend auszugießen.Since the lower edge of the frame wall extends or lies in a horizontal plane, the balcony frame can be placed with their vertical wall sections on a horizontal formwork, the side walls of the Balkonzarge towers on all sides, then pour them.
Die erfindungsgemäße Balkonzarge ist besonders bevorzugt aus Stahl und hierbei insbesondere aus verzinktem Stahl gefertigt, da dieses Material sehr stabil und relativ leicht bearbeitbar ist sowie zu vertretbaren Kosten erhältlich ist. Der einzusetzende Materialmenge kann durch die erfindungsgemäße Ausgestaltung zudem gering gehalten werden.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.
Bei entsprechend präziser Bearbeitung der Zarge und hier insbesondere der Oberkante der vertikalen Wandabschnitte der Zargenwand ist es möglich, die Betonoberfläche mit einem ebenen Gefälle abzuziehen. Hierdurch kann in vorteilhafterweise auf die ansonsten übliche Estrichschicht verzichtet werden. Dieses hat den weiteren Vorteil, dass die nach DIN erforderliche Schwelle bei dieser Art der Ausführung ohne zusätzlichen Aufwand erreicht wird, da durch den Wegfall der Isolier- und Estrichschicht automatisch ein Höhenunterschied von 15 cm gegeben ist.With correspondingly precise processing of the frame and in particular the upper edge of the vertical wall sections of the frame wall, it is possible to subtract the concrete surface with a level slope. This can advantageously be dispensed with the otherwise usual screed layer. This has the further advantage that the threshold required by DIN in this type of execution is achieved without additional effort, since By eliminating the insulating and screed layer is automatically given a height difference of 15 cm.
Wenn gemäß dem erfindungsgemäßen Verfahren der von der Balkonzarge eingefasste Beton mit seiner Oberfläche mit der Oberkante der Balkonzarge abschließt, kann somit der ansonsten übliche mehrschichtige Aufbau von Balkon-Isolierschicht-Estrichschicht entfallen. Ein stirn- und wangenseitiges Verputzen des Betons erübrigt sich. Auch sind Malerarbeiten hinfällig. Zudem ist der Balkon dann nahezu wartungsfrei.If according to the method of the invention enclosed by the balcony frame concrete with its surface with the upper edge of the balcony frame, thus eliminating the otherwise common multi-layered construction of balcony insulation layer screed layer. A frontal and cheek-side plastering of the concrete is unnecessary. Also, painting are obsolete. In addition, the balcony is then almost maintenance-free.
Ein Balkon mit Balkonzarge und Betonboden bzw. Betonplatte ist ebenfalls Teil der Erfindung, wobei der Balkon vorteilhafterweise gemäß dem erfindungsgemäßen Verfahren hergestellt ist.A balcony with Balkonzarge and concrete floor or concrete slab is also part of the invention, wherein the balcony is advantageously prepared according to the inventive method.
Ein erfindungsgemäßer Balkon lässt sich auch für den Fall erhalten, dass auf dem Beton noch eine oder mehrere Schichten aufgebracht werden. Hierbei schließt vorteilhafterweise die Betonschicht mit der Oberkante der Zargenwand ab, und die mindestens eine weitere Schicht verläuft bzw. liegt vorzugsweise in einer zu der von der Zargenwand definierten Ebene parallelen und höher gelegenen Ebene.A balcony according to the invention can also be obtained in the event that one or more layers are applied to the concrete. In this case, 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.
Gemäß einer weiteren Ausführungsform ist auf den Vertikalabschnitten der Zarge zumindest abschnittsweise, vorteilhafterweise entlang deren gesamten Verlauf, eine Schiene angebracht, die auch in mehreren aneinander anschließenden Abschnitten aufgeteilt sein kann. Mit anderen Worten: Die Schiene ist vorteilhafterweise auf der Oberkante der Zarge umlaufend, d.h. sie ist auf jeder nicht am Gebäude anliegenden Seite der Balkonzarge angeordnet. Die Schiene ist hierbei bevorzugt an der Oberkante der Zarge angeschweißt. Auch bei dieser Ausführungsform schließt bei einem erfindungsgemäßen Balkon der Beton oder eine evtl. auf diesem aufgebrachte Schicht oberseitig mit der Schiene ab oder liegt in einer zur besagten schiefen Ebene parallelen Ebene.According to a further embodiment, 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. In other words, the rail is advantageously on the upper edge of the frame circumferentially, ie it is located on each side of the Balkonzarge not adjacent to the building. The rail is in this case preferably welded to the upper edge of the frame. In this embodiment too, in the case of a balcony according to the invention, 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.
Es bietet sich vorteilhafterweise an, die Oberkante der Zargenwand von der besagten Öffnung weg abschüssig auszubilden. Somit kann Regenwasser von der Hauswand weg in eine Regenrinne an den Wangenseiten und der Stirnseite des Balkons in ein Abflussrohr oder eine Abflussrinne ablaufen.It is advisable advantageously to form the top edge of the frame wall away from the opening in a downward direction. Thus, rainwater can drain away from the house wall into a rain gutter on the cheeks sides and the front of the balcony into a drainpipe or gutter.
Der Winkel der besagten schiefen Ebene gegenüber einer Horizontalebene beträgt vorteilhafterweise zwischen 0,5 Grad und 3 Grad, vorzugsweise zwischen 0,5 Grad und 1,5 Grad, und bevorzugt etwa 0,9 Grad. Ein bevorzugter Winkel von 0,86 Grad entspricht einer Neigung von 1,5 %. Diese Neigung der Zargenoberkante bzw. der Schienenoberkante und damit jeweils auch der Oberfläche des endgültigen Balkons ist geeignet, um einerseits einen befriedigenden Wasserablauf zu gewährleisten und andererseits kein unangenehmes Standgefühl für Personen auf dem Balkon zu erzeugen.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%. This inclination of Zargenoberkante or the top rail and thus each of the surface of the final balcony is suitable to ensure a satisfactory flow of water on the one hand and on the other hand to create no uncomfortable feeling for people on the balcony.
Eine besonders einfache Ausführungsform der erfindungsgemäßen Balkonzarge zeichnet sich dadurch aus, dass die Zargenwand ausschließlich senkrecht verlaufende Wandabschnitte aufweist. Verschiedene senkrechte Wandabschnitte können hierbei miteinander verschweißt oder relativ zueinander gebogen werden. Vom Material und vom Bearbeitungsaufwand nachteilige Profile (vgl. hier die oben genannte
Eine stabilere Verbindung zwischen Balkonzarge und Beton wird erhalten, wenn an der Wandinnenseite mindestens ein Bewehrungselement vorgesehen ist, das an der Zargeninnenseite vorzugsweise angeschweißt ist. Vorteilhafterweise sind mehrere Bewehrungselemente nebeneinander angebracht, vorzugsweise ca. mindestens alle 40 cm. Derartige Bewehrungselemente können stab- oder plattenartig ausgebildet sein. Ebenfalls ist es zusätzlich möglich, dass zur Erhöhung der Kontaktoberfläche die Bewehrungselemente verzweigt ausgebildet sind. Mit einer derartigen Ausgestaltung werden stirnseitige Risse im Beton wirkungsvoll vermieden.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. Advantageously, 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. Likewise, it is additionally possible for the reinforcing elements to be branched in order to increase the contact surface. With such a configuration frontal cracks in the concrete are effectively avoided.
Bei einer vorteilhaften Ausführungsform sind an der Zargeninnenwand ein oder mehrere plattenförmige, vorteilhafterweise horizontal verlaufende Abschnitte vorgesehen, deren Ober- und Unterseite vom eingegossenen Beton umschlossen werden. An den plattenförmigen Bewehrungselementen können weitere stab- oder plattenförmige Bewehrungselemente vorgesehen sein.In an advantageous embodiment, 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. At the plate-shaped reinforcing elements further rod or plate-shaped reinforcing elements can be provided.
Eine besonders einfache Ausführungsform der Balkonzarge weist eine Vorderwand (Stirnseite) und zwei Seitenwände (Wangenseiten) auf, so dass auf diese Weise die herkömmliche Balkonform erhalten wird. Allerdings ist es auch möglich, eine erfindungsgemäße Balkonzarge mit runden, ovalen oder beliebig anders geformten Abschnitten herzustellen.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. However, it is also possible to produce a balcony frame according to the invention with round, oval or any other shaped sections.
Besonders bevorzugt wird an der Wandaußenseite der Zarge ein Geländer angebracht, vorteilhafterweise angeschraubt. Gleichfalls bietet es sich an, an der Zargenaußenwand eine Regenrinne anzubringen, die zweckmäßigerweise geneigt ausgebildet ist und in einem Ablauf mündet.Particularly preferably, a railing is attached to the wall outside of the frame, advantageously bolted. Likewise, it makes sense to attach to the Zargenaußenwand a gutter, which is suitably inclined and opens into a drain.
Geländer (mit Hilfe von Haltern) und/oder Regenrinne sind gemäß einer vorteilhaften Ausführungsform an der Wandaußenseite angeschweißt. Da die Regenrinne wesentlich weniger Kraft aufnehmen muss als das Geländer, bietet es sich an, insbesondere diese an die Wandaußenseite der Zarge anzuschweißen.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.
Demgegenüber hat es sich als vorteilhaft erwiesen, für das Geländer Befestigungselemente vorzusehen, welche ihrerseits an der Wandaußenseite angeschweißt sind. Das Geländer wird dann vorteilhafterweise mit diesen Befestigungselementen, die beispielsweise plattenförmig ausgebildet sein können, verschraubt.In contrast, it has proved to be advantageous to provide for the railing fasteners, which in turn are welded to the wall outside. The railing is then advantageously screwed with these fasteners, which may for example be plate-shaped.
Wie oben erwähnt, wird die erfindungsgemäße Balkonzarge zur Herstellung des Fertigteilbalkons gemäß einer vorteilhaften Ausführung auf eine Schalung gesetzt. Dann werden Bewehrungselemente in herkömmlicher Weise im Zargeninnenraum ausgelegt und mit einem Isokorb (zur Verhinderung von Wärmebrücken zwischen Balkonboden und Gebäudewänden bzw. -decken) verbunden. Alternativ sind die Bewehrungen schon am Isokorb angebracht und deren freien Enden müssen noch im Zargeninnenraum verlegt werden. Auch ist es möglich, die Bewehrungen mit den vorgenannten Bewehrungselementen zu verdrahten, verschweißen oder sonstwie zu verbinden. Nach vollständigem Ausgießen der Balkonzarge mit Ortbeton, Abziehen der Betonoberfläche und Trocknen wird der Balkon mitsamt dem Isokorb in dem Gebäude verankert. Die genannten Schritte startend vom Ausgießen der Balkonzarge erfolgen vorteilhafterweise auf der Baustelle.As mentioned above, the balcony frame according to the invention for the production of prefabricated balcony according to an advantageous embodiment is placed on a formwork. Then 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). Alternatively, 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. After complete pouring of the balcony frame with in-situ concrete, removal of the concrete surface and drying, the balcony is anchored together with the Isokorb in the building. The said steps starting from the pouring out of the balcony frame are advantageously carried out on the construction site.
Bei einer vorteilhaften Verfahrensvariante wird die Zarge in zumindest zwei Schritten mit Beton ausgegossen, wobei die Zarge in einem ersten Schritt - vorteilhafterweise in einer Werkhalle - zunächst nur teilweise mit einem Beton ausgegossen wird, die beispielsweise 5 cm dick ist. Schon bei diesem Schritt bedeckt der Beton einen Teil der Bewehrungselemente und einen Teil des Ankers, mit dem der Isokorb an dem Balkonboden befestigt werden soll. Das mit diesem ersten Ausgießschritt erhaltene Betonhalbfertigteil (das auch als Filigrandeckenelement bezeichenbar ist) kann dann zur Baustelle gefahren und dort in das Bauwerk eingebaut werden. Hierzu wird das Betonhalbfertigteil mit Hilfe von Kanthölzern und Stahlstützen als Hilfsunterstützung in seine endgültige Lage gebracht. Im Gebäudebereich wird nun die Bewehrung der Decke mit der Bewehrung des (Schöck-)Isokorbs verbunden. Anschließend wird die Zarge in mindestens einem nachfolgenden Ausgießschritt mit Ortbeton (Aufbeton) ausgegossen, wobei die noch nach oben herausstehenden Abschnitte der Bewehrungselemente nun ebenfalls vom Beton bedeckt werden und wobei auch vorteilhafterweise Beton auf der Decke des Gebäudes verteilt wird. Es resultiert eine sichere Einbindung des Balkons im Gebäude. Nach Erhärten des Betons kann die Hilfsunterstützung unter dem Balkon entfernt werden.In an advantageous variant of the method, 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. Already at this step, 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. For this purpose, the semi-finished concrete part is brought to its final position with the help of square timbers and steel columns as auxiliary support. In the building area, the reinforcement of the ceiling is now connected to the reinforcement of the (Schöck-) isocorb. Subsequently, 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. The result is a secure integration of the balcony inside the building. After hardening of the concrete, the auxiliary support can be removed under the balcony.
Auf der nach oben frei liegenden Oberfläche des Betons kann vorteilhafterweise mindestens eine Schicht - vorzugsweise eine Abdichtung - angeordnet werden, die auch die Oberkante der Zargenwand bzw. die besagte Schiene bedeckt und in einer Ebene liegt, die parallel zu der von der Zargenoberkante gegenüber einer Horizontalebenen definierten schiefen Ebene liegt.On the upwardly exposed surface of the concrete can advantageously 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.
Vorzugsweise wird über dem Beton mindestens eine flüssige Abdichtung angeordnet, auf der dann ein Fliesenkleber und auf diesem anschließend Fliesen aufgebracht werden kann.Preferably, at least one liquid seal is placed over the concrete, on which then a tile adhesive and subsequently tiles can be applied.
Vorteilhafte Weiterbildungen der Erfindung sind durch die Merkmale der Unteransprüche gekennzeichnet.Advantageous developments of the invention are characterized by the features of the subclaims.
Im Folgenden wird die Erfindung anhand zweier Ausführungsbeispiele näher erläutert. Es zeigen:
-
Figur 1 - eine erste perspektivische Ansicht einer erfindungsgemäßen Balkonzarge mit Geländer und Rinne;
- Figur 2
- eine zweite perspektivische Ansicht der Anordnung der
Figur 1 ; -
Figur 3 - eine Vorderansicht auf die
Anordnung der Figuren 1 und2 ; -
Figur 4a, 4b - Seitenansichten auf die
Anordnung der Figuren 1 ;bis 3 -
Figur 5 - eine geschnittene Seitensicht der Anordnung der
Figuren 1 bis 4 , eingelassen in eine Gebäudewand; - Figur 6
- eine Ausschnittsvergrößerung der Darstellung der
Figur 5 , und -
Figur 7 - eine geschnittene Seitenansicht einer Balkonzarge mit aufgesetzter Schiene sowie mit einer ersten Betonschicht und angebautem Isokorb.
- FIG. 1
- a first perspective view of a Balkonzarge invention with railing and gutter;
- FIG. 2
- a second perspective view of the arrangement of
FIG. 1 ; - FIG. 3
- a front view of the arrangement of
FIGS. 1 and2 ; - Figure 4a, 4b
- Side views of the arrangement of
FIGS. 1 to 3 ; - FIG. 5
- a sectional side view of the arrangement of
FIGS. 1 to 4 , taken in a building wall; - FIG. 6
- an enlarged detail of the representation of
FIG. 5 , and - FIG. 7
- a sectional side view of a balcony frame with attached rail and with a first concrete layer and attached Isokorb.
In den
Erfindungsgemäß liegt die Oberkante 5 der Zargenwand 2 in einer gegenüber einer Horizontalebene geneigten Ebene, die vorliegend ausgehend von der offenen Seite der Zarge 1 abschüssig ausgebildet ist. Diese Ausgestaltung ist insbesondere den
An den Innenseiten der Vorderwand 3 und der Seitenwände 4 sind horizontal beabstandete Y-förmige Bewehrungselemente 8 bzw. Anker angeschweißt, die einer besseren Verankerung des Betons in der Zarge 1 dienen. Der jeweilige Abstand der Bewehrungselemente 8 voneinander beträgt vorliegend mindestens 40 cm.On the inner sides of the
Zur Herstellung eines Balkons einschließlich der erfindungsgemäßen Zarge 1 wird diese bevorzugt auf eine Schalung aufgesetzt und in bekannter Weise an der offenen Seite der Zarge 1 ein Isokorb angefügt, s. auch
Gleichfalls ist es möglich, das jeweilige andere Ende der Bewehrungen mit den Bewehrungselementen 8 zu verdrahten, um so von der Zargenwand 2 bis zum Isokorb reichende, durchgehende Verbindungen zu realisieren.Likewise, it is possible to wire the respective other end of the reinforcements with the reinforcing
In der
Der in die Anordnung von Zargenwand 2, Isokorb 26 und Schalung einzugießende Beton hat zunächst eine im wesentlichen waagerechte, ebene Oberfläche. Anschließend wird durch Abziehen diese Oberfläche der Oberkante 5 der Zargenwand 2 angepasst, so dass die Oberfläche in der genannten schiefen Ebene liegt. Mit anderen Worten schließt die Oberkante 5 mit der Oberfläche des Betons ab. Es wird somit ein einfacher und schnell herzustellender Fertigteilbalkon erhalten, der eine abschüssige ebene Oberfläche zum Ablaufen von Regenwasser aufweist. Die Zargenwand 2 stellt zudem von vorne und von den Seiten eine Art Blende dar, die mit der Unterseite und der Oberseite 9b des Betonbodens 9 abschließt, s. auch
Eine Estrichschicht ist bei dieser Ausgestaltung des Balkons vorteilhafterweise nicht notwendig. Daher muss auch keine Türschwelle vom Gebäudeinneren zum Balkon zusätzlich ausgebildet werden, weil der vorgeschriebene Höhenunterschied von 15 cm sich hierbei aus dem Wegfall der Isolier- und Estrichschicht ergibt.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.
An der Außenseite der Vorderwand 3 und den Seitenwänden 4a, 4b sind horizontal beabstandet Befestigungsplatten 10 angeschweißt, an denen Ansätze 13 eines Geländers 12 mittels Schrauben 11 angeschraubt sind. Das Geländer 12 weist einen Untergurt 14, einen Obergurt 15 sowie diese verbindende Geländerstäbe 16 auf. Zwischen den Geländerstäben 16 sind Füllstäbe 17 angeordnet. Oberseitig wird das Geländer 12 von einem Handlauf 18 begrenzt.On the outside of the
Das Geländer 12 ist durch die beschriebene Verschraubung abnehmbar. Insbesondere muss das Geländer 12 nicht vor Abschluss der Montagearbeiten befestigt werden, so dass eine insgesamt einfachere Montage des Balkons am Gebäude möglich ist.The
Auch ist außenseitig an Vorderwand 3 und Seitenwänden 4a, 4b eine Rinne 22 für Regenwasser angeordnet (s. insbesondere
Bei der Ausschnittvergrößerung gemäß
In der
Bei der Ausführungsform gemäß der
Dieser halbfertige Balkon kann zur Baustelle transportiert werden; der erste Ausgießschritt kann jedoch auch auf der Baustelle selbst erfolgen. Nach Aushärten der unteren Betonschicht wird das Halbfertigteil in dem Bauwerk mit Hilfe des Isokorbs 26 verankert und anschließend eine obere Betonschicht eingegossen, die auch die übrigen Abschnitte 8b der Bewehrungen 8 und den noch herausstehenden Teil der Isokorb-Bewehrung 8' bedeckt. Die Oberfläche 9b der zweiten Betonschicht bzw. des Betonbodens 9 verläuft bzw. liegt in einer zur Horizontalebene schiefen Ebene - entsprechend dem Verlauf der Zargenwand 2 und der Oberkante des Isokorbs 26. Mit anderen Worten ist die Betonoberfläche 9b vom Isokorb 26 zum gegenüberliegenden Schienenabschnitt hin abschüssig geneigt. Der Neigungswinkel der Betonoberfläche und der Oberkante 5 der Zargenwand 2 gegenüber der Horizontalen betragen hierbei vorteilhafterweise ca. 0,9 Grad, und beispielsweise zwischen 0,5 Grad und 3 Grad, vorzugsweise zwischen 0,5 Grad und 1,5 Grad (wobei diese Neigungswinkel auch für die andere, in den vorhergehenden Figuren gezeigten Ausführungsform gilt). Die Oberfläche des Isokorbs 26 und die Oberkante des dem Isokorb 26 gegenüber liegenden Abschnitts der Schiene 20 verlaufen hierbei jeweils horizontal und parallel zueinander, sind aber in Vertikalrichtung gegeneinander versetzt.This semi-finished balcony can be transported to the construction site; However, the first pouring step can also be done on the site itself. To Curing the lower concrete layer, the semi-finished part is anchored in the building using the
In einer nicht dargestellten Weiterbildung des Balkons der
Die Erfindung wurde anhand zweier Ausführungsbeispiele näher erläutert, ist aber nicht auf diese beschränkt. Abwandlungen im Rahmen der Ansprüche sind ohne weiteres möglich. So ist es beispielsweise denkbar, dass die Bewehrungselemente 8 an den Innenseiten der Wände 3, 4 plattenförmig ausgebildet sind und ggf. zusätzliche Bewehrungselemente an diesen Platten vorgesehen sind.The invention has been explained in more detail with reference to two exemplary embodiments, but is not limited to these. Modifications within the scope of the claims are readily possible. For example, it is conceivable that the reinforcing
Es ist weiterhin zu betonen, dass gemäß einem nicht näher dargestellten Ausführungsbeispiel der Erfindung auf der Betonplatte bzw. dem Betonboden eine Isolierschicht und auf dieser wiederum eine Estrichschicht aufgebracht sein kann, wobei die Oberfläche der Estrichschicht in diesem Fall mit der Oberkante der Balkonzarge abschließt. Diese Konstruktion bietet sich beispielsweise für einen überdachten Balkon, z.B. in Form eines Wintergartens, an.It should also be emphasized that according to an embodiment of the invention not shown on the concrete slab or the concrete floor an insulating layer and on this in turn a screed layer may be applied, the surface of the screed closes in this case with the upper edge of the balcony frame. This construction lends itself, for example, to a covered balcony, e.g. in the form of a conservatory, on.
Weiterhin ist unter einer nach einer Seite offenen Zarge ist z.B. auch zu verstehen, dass diese nur teilweise geöffnet ist, beispielsweise mit Durchbrüchen für Bewehrungselemente versehen ist oder eine vertikale Wand aufweist, die in geringerer Höhe verläuft als die übrigen Wandabschnitte. Im übrigen kann die Schiene 20 auch als Hohlschiene oder mit einem anderen Profil bzw. Querschnittsprofil ausgebildet sein. Die erfindungsgemäße Balkonzarge könnte auch als Randumfassung, Stahlwange, Randeinfassung o.ä. bezeichnet werden, ohne dass sich hierdurch Einschränkungen ergeben würden.Furthermore, under a frame open to one side is e.g. to understand that this is only partially open, for example, provided with openings for reinforcing elements or has a vertical wall which extends at a lower level than the other wall sections. Moreover, the
Zuletzt sei angemerkt, dass unter dem Begriff "Fertigteilbalkon" auch ein Balkon zu verstehen ist, der in mehreren Schritten ausgegossen wurde.Finally, it should be noted that the term "prefabricated balcony" is also to be understood as a balcony, which was poured out in several steps.
Claims (28)
- Balcony frame having a frame wall (2) open to one side but otherwise continuous, with vertical wall sections (3, 4a, 4b), characterized in that the upper edge (5) of the vertical wall sections (3, 4a, 4b) of the frame wall (2) defines a plane that is inclined relative to a horizontal plane and the lower edge (6) of the vertical wall sections (3, 4a, 4b) of the frame wall (2) lies in a horizontal plane.
- Balcony frame according to Claim 1, wherein the frame is constructed to enclose concrete to be cast into the frame, the surface (9b) of which, if necessary after a further surface treatment, is flush with the upper edge (5) of the frame wall (2).
- Balcony frame according to Claim 1, wherein a rail (20) is attached, preferably welded, to at least one section of the upper edge (5) of the frame wall (2) which rail has the same inclined alignment as the upper edge of the frame wall (2).
- Balcony frame according to Claim 3, wherein the rail (20) has a drip edge (21) outside the interior of the frame that is bent downwards.
- Balcony frame according to one of the preceding claims, wherein the upper edge (5) of the frame wall (2) is constructed such that it slopes steeply away from said one-sided opening of the frame.
- Balcony frame according to one of the preceding claims, wherein the angle of said inclined plane relative to a horizontal plane is between 0.5 degrees and 3 degrees, preferably between 0.5 degrees and 1.5 degrees.
- Balcony frame according to one of the preceding claims, wherein the angle of said inclined plane relative to a horizontal plane is approximately 0.9 degrees.
- Balcony frame according to one of the preceding claims, wherein the frame wall (2) has exclusively vertically aligned wall sections (3, 4a, 4b).
- Balcony frame according to one of the preceding claims, wherein at least one reinforcement element (8) is arranged on the inside of the frame wall (2), preferably welded on.
- Balcony frame according to Claim 9, wherein multiple reinforcement elements (8) are applied next to one another on the inside of the frame wall (2), preferably spaced apart by at least 40 cm.
- Balcony frame according to one of the preceding claims, wherein the frame wall (2) substantially consists of a front wall (3) and two side walls (4a, 4b).
- Balcony frame according to one of the preceding claims, wherein said frame is manufactured from steel, preferably galvanised steel.
- Balcony frame according to one of the preceding claims, with a railing (12) applied on the outer side of the frame wall (2).
- Balcony frame according to one of the preceding claims, with a rain gutter (22) applied on the outer side of the frame wall (2).
- Balcony frame according to Claim 13 or 14, wherein the rain gutter (22) and/or the railing (12) are welded on to the outer side of the frame wall (2) by means of brackets.
- Balcony frame according to one of the preceding claims, wherein fixing elements (10) are welded on to the outer side of the frame wall (2), onto which a railing (12) and/or a rain gutter (22) are screwed.
- Method for producing a finished part balcony, wherein a frame (1) according to one of Claims 1 to 16 is cast with concrete and is levelled off in such a way that the concrete surface (9b), or the surface of at least one layer (9') subsequently applied to the concrete surface (9b), lies in or parallel to the inclined plane formed by the upper edge (5) of the frame wall (2) or of said rail (20) .
- Method according to Claim 17, wherein the frame (1) is laid on shuttering prior to the pouring of the concrete.
- Method according to one of the preceding method claims, wherein the frame wall (2) is connected on its open side by means of reinforcement elements (8, 8') to an Isokorb (26) to be anchored in the building (25, 27).
- Method according to one of the preceding method claims, wherein the frame (1) is cast with concrete in at least two stages, wherein in a first stage the frame (1) is first only partially cast with concrete that surrounds partial sections (8a) of the reinforcement elements (8), and that in a subsequent casting stage the sections (8b) of the reinforcement elements (8) still protruding upwards are covered with concrete.
- Method according to Claim 20, wherein the semi-finished product obtained by the first stage is anchored by means of the Isokorb (26) in the building structure, and then the frame (1) is completely cast with concrete.
- Method according to one of the preceding method claims, wherein the surface (9b) of the concrete floor (9) or of the top concrete layer (9) is not covered with a screed layer.
- Method according to one of the preceding method claims, wherein at least one layer (9') is arranged above the concrete floor (9) or the top concrete layer (9), which also covers the upper edge (5) of the frame wall (2) or the said rail (20).
- Method according to one of the preceding method claims, wherein at least one liquid sealant is arranged on the concrete floor (9), on which a tile adhesive is then applied, after which tiles are laid.
- Balcony with a balcony frame (1) according to one of Claims 1 to 16.
- Balcony according to Claim 25, wherein the frame is cast with concrete following the method according to one of the preceding method claims, and the surface (9b) of which is levelled off according to the path of the upper edge (5) of the frame (1) or of the said rail (20).
- Balcony according to Claim 25 or 26, wherein the concrete does not have a screed layer.
- Balcony according to one of Claims 25 to 27, wherein one or more additional layers are applied on the surface of the concrete floor (9), in particular a sealant and a tile layer, or an insulating layer and a screed layer.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005029648A DE102005029648A1 (en) | 2005-06-23 | 2005-06-23 | Balcony frame and method for manufacturing a precast balcony |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1736605A2 EP1736605A2 (en) | 2006-12-27 |
EP1736605A3 EP1736605A3 (en) | 2007-06-06 |
EP1736605B1 true EP1736605B1 (en) | 2008-11-19 |
Family
ID=36764724
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06116009A Not-in-force EP1736605B1 (en) | 2005-06-23 | 2006-06-23 | Balcony frame, balcony and manufacturing process for a prefabricated balcony |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1736605B1 (en) |
AT (1) | ATE414825T1 (en) |
DE (2) | DE102005029648A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3056632A1 (en) | 2015-02-14 | 2016-08-17 | Klaus Peter Abel | Edging for balcony and terrace floors |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202006020786U1 (en) * | 2006-09-18 | 2010-02-25 | Aco Severin Ahlmann Gmbh & Co. Kg | laying device |
DE102007017612A1 (en) | 2007-04-12 | 2008-10-16 | Panzer Bauunternehmen Gmbh | Frame for a balcony or a terrace and method for its production |
CN113737936B (en) * | 2021-08-10 | 2023-04-28 | 广东博意建筑设计院有限公司 | Connection structure of prefabricated combined duplex balcony and construction method |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1164727B (en) * | 1960-10-14 | 1964-03-05 | Massey Ferguson Australia Ltd | Cultivator tines composed of several parts |
DE7018213U (en) * | 1970-05-15 | 1972-02-17 | Schuele Hans | COMPONENT MADE OF STEEL FOR ANCHORING RAILING TO STAIRS, PLATFORMS OR BALCONIES MADE OF REINFORCED CONCRETE. |
NO177800C (en) * | 1993-05-04 | 1995-11-22 | Helge Schjaerve | Profile for water drainage and, for example, handrails on balconies |
DE19840673C1 (en) * | 1998-08-26 | 2000-03-16 | Cta Anlagenbau Gmbh | Balcony arrangement for installation on multistorey old and new buildings comprises reinforced concrete compound plate secured in fire-galvanized steel profile frame |
DE29822977U1 (en) * | 1998-12-28 | 1999-03-25 | Augustin, Winfried, Dipl.-Ing. (FH), 17207 Röbel | Balcony and terrace slabs |
DE29922364U1 (en) * | 1999-12-21 | 2000-08-10 | Malkemper Frank | Edging for buildings, especially balcony floors |
-
2005
- 2005-06-23 DE DE102005029648A patent/DE102005029648A1/en not_active Withdrawn
-
2006
- 2006-06-23 AT AT06116009T patent/ATE414825T1/en not_active IP Right Cessation
- 2006-06-23 DE DE502006002097T patent/DE502006002097D1/en active Active
- 2006-06-23 EP EP06116009A patent/EP1736605B1/en not_active Not-in-force
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3056632A1 (en) | 2015-02-14 | 2016-08-17 | Klaus Peter Abel | Edging for balcony and terrace floors |
DE102015001891A1 (en) | 2015-02-14 | 2016-08-18 | Klaus Peter Abel | Edging for balcony and terrace floors |
DE102015001891B4 (en) * | 2015-02-14 | 2016-09-15 | Klaus Peter Abel | Edging for balcony and terrace floors |
Also Published As
Publication number | Publication date |
---|---|
ATE414825T1 (en) | 2008-12-15 |
DE102005029648A1 (en) | 2007-01-04 |
EP1736605A2 (en) | 2006-12-27 |
DE502006002097D1 (en) | 2009-01-02 |
EP1736605A3 (en) | 2007-06-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE3005571C2 (en) | Component for thermal insulation in buildings | |
EP2088244B1 (en) | Reinforced concrete or composite bridge and method for their production | |
DE202004004965U1 (en) | Shuttering element, uses connector parts between shuttering boards to hold concrete reinforcement structure at distance from these boards | |
EP1736605B1 (en) | Balcony frame, balcony and manufacturing process for a prefabricated balcony | |
EP0378725B1 (en) | Skate board tracks made from individual modules | |
EP0882856B1 (en) | End profile | |
EP1980675B1 (en) | Frame for a balcony or terrace and method for its manufacture | |
EP0227937B1 (en) | Balcony for subsequent fixation to a building | |
DE102010025042A1 (en) | Steel beam for precast ceilings | |
WO2006012661A1 (en) | Method for in-situ production of a flat roof or terrace | |
DE102005028697B4 (en) | System for building a building wall | |
AT15902U1 (en) | HOLDING DEVICE FOR FIXING EASY ELEMENTS | |
DE10239624B3 (en) | Precast concrete parking garage | |
EP1606466B1 (en) | Method for the production of a balcony or a terrace, precast concrete unit, and system of precast concrete units | |
AT5562U1 (en) | FERTIGHAUS SYSTEM | |
DE202006015909U1 (en) | Concrete slab construction covering roof or ground surfaces accessible or suitable for traffic, inserts jointing profiles and spacers into gaps between concrete panels | |
DE3237697A1 (en) | COMPONENT FOR PRODUCING CONSTRUCTION WALLS FROM CONCRETE AND BUILDING WALL MADE WITH THE ASSISTANCE OF THE COMPONENT | |
DE1659162A1 (en) | Prefabricated wall part for buildings | |
EP1724405A2 (en) | Lost formwork and building wall produced with the same | |
DE202006009978U1 (en) | Base frame for construction of condominium balcony defines a concrete casting plane that is inclined to the horizontal | |
DE102004003366B4 (en) | Method for producing a single-family or multi-family house, precast concrete trough plate for a building ceiling and prefabricated house | |
AT519622B1 (en) | HOLDING DEVICE FOR ATTACHING BARRAIL ELEMENTS | |
DE102017103642B4 (en) | An element | |
DE19650105A1 (en) | Multi=storey car park | |
DE19510748A1 (en) | Cover and lining, profiled element for balcony and terrace base plates |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK YU |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK YU |
|
17P | Request for examination filed |
Effective date: 20070821 |
|
AKX | Designation fees paid |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REF | Corresponds to: |
Ref document number: 502006002097 Country of ref document: DE Date of ref document: 20090102 Kind code of ref document: P |
|
LTIE | Lt: invalidation of european patent or patent extension |
Effective date: 20081119 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090301 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090319 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 Ref country code: IE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090219 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090219 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090420 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20090616 Year of fee payment: 4 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
REG | Reference to a national code |
Ref country code: HU Ref legal event code: AG4A Ref document number: E005496 Country of ref document: HU |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 |
|
26N | No opposition filed |
Effective date: 20090820 |
|
BERE | Be: lapsed |
Owner name: PANZER, WALDEMAR Effective date: 20090630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090220 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20100701 Year of fee payment: 5 Ref country code: HU Payment date: 20100727 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20100602 Year of fee payment: 5 Ref country code: FR Payment date: 20100723 Year of fee payment: 5 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20100623 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090623 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100623 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081119 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110623 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 414825 Country of ref document: AT Kind code of ref document: T Effective date: 20110623 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20120229 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502006002097 Country of ref document: DE Effective date: 20120103 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110630 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110630 Ref country code: HU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110624 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110630 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120103 |