EP1980675B1 - Dormant pour un balcon ou une terrasse et leur procédé de fabrication - Google Patents

Dormant pour un balcon ou une terrasse et leur procédé de fabrication Download PDF

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Publication number
EP1980675B1
EP1980675B1 EP08153807A EP08153807A EP1980675B1 EP 1980675 B1 EP1980675 B1 EP 1980675B1 EP 08153807 A EP08153807 A EP 08153807A EP 08153807 A EP08153807 A EP 08153807A EP 1980675 B1 EP1980675 B1 EP 1980675B1
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EP
European Patent Office
Prior art keywords
layer
frame
concrete
balcony
terrace
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Not-in-force
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EP08153807A
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German (de)
English (en)
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EP1980675A1 (fr
Inventor
Waldemar Panzer
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Panzer Bauunternehmen GmbH
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Panzer Bauunternehmen GmbH
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Publication of EP1980675A1 publication Critical patent/EP1980675A1/fr
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Publication of EP1980675B1 publication Critical patent/EP1980675B1/fr
Not-in-force legal-status Critical Current
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • 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 frame for a balcony or a terrace and a method for their preparation.
  • EP 1 736 605 A2 is a balcony frame with vertical wall sections described, the upper edges form an inclined plane.
  • a concrete layer can be peeled off along these upper edges, so that the concrete layer is also in an inclined plane.
  • the frame according to the invention is provided with inside alignment elements whose surfaces define an inclined plane when the frame is installed in a building.
  • a cast-in concrete layer or an applied, in particular cast, screed layer can be removed, so that it closes off on the upper side with the alignment elements.
  • the course of the upper edges of one or more Zargenwandabitese and in particular their height can be chosen independently thereof.
  • a lateral conclusion of a laid on the concrete slab flooring possible, so that the plates hold in the frame and the frame walls serve as a conclusion.
  • At least one of the alignment is attached to the inside of the wall sections, since a simple and permanent location placement is possible here. It is advisable in this case to arrange alignment elements along the inner sides of two opposing wall sections and in this case preferably to weld. Alternatively or additionally, alignment elements are arranged, for example, on reinforcements in the interior of the frame.
  • At least one alignment element projects beyond the upper edge of the associated wall section to the outside.
  • such an alignment element can then assume a dual function, on the one hand in the manner according to the invention for the defined removal of a poured into the frame concrete layer or a screed and on the other hand - outside the frame and cranked down version - as a drip edge. At the same time, this drip edge can serve as a sealing connecting plate.
  • the wall sections and the alignment elements are particularly preferably made of steel and in this case in particular made of galvanized steel, since this material is very stable and relatively easy machinable and available at a reasonable cost.
  • the amount of material to be used can also be kept low by the inventive design.
  • the alignment which are preferably designed as steel sheets, in this case preferably welded to the wall sections and / or - preferably using a seal - screwed.
  • the adjoining wall sections of the frame are advantageously also screwed together and / or welded or bent relative to each other.
  • the angle of the said inclined plane with respect to a horizontal plane is advantageously between 0.5 degrees and 3 degrees. A slope in the range of 1.5% is preferred. This inclination of the alignment elements and thus also the surface of the final balcony is suitable to ensure a satisfactory water flow.
  • the alignment elements prefferably define a plane skewed with respect to a horizontal plane.
  • the upper edges of the wall sections each extend horizontally.
  • the upper edges of two opposing Zargenwandabitese define an inclined plane. It is advantageous if the opposite of the upper edges of two Wall sections defined inclined plane is parallel to the plane defined by the extending below the alignment elements.
  • the upper edge of that wall section in the direction of which the alignment elements are inclined, extends deeper than the upper edges of the remaining wall sections.
  • a stepped execution at the transition to said lowermost upper edge preferred, which also advantageously extends horizontally.
  • alignment elements are provided on three mutually adjoining frame wall sections, namely two lateral wall sections and a front wall section connecting them.
  • the upper surfaces of the two side aligning elements are inclined to the upper surface of the middle wall portion.
  • panels applied over the concrete layer e.g. those made of granite, laterally complete with the upper edges of the lateral wall sections or parallel to these upper edges.
  • the panels may protrude above the upper edge of the middle or front frame wall section, with more specifically defined embodiments below which may prevent the curbs from breaking away.
  • the frame according to the invention is particularly suitable for the production of a balcony.
  • the frame according to the invention is particularly suitable as glutenin linear.
  • reinforcing elements are advantageously arranged, preferably welded, with which a more stable connection between the frame and concrete is obtained.
  • several reinforcing elements are mounted side by side.
  • Such reinforcing elements may e.g. be formed rod-like or plate-like.
  • a reinforced concrete in watertight design chosen.
  • the concrete forms a composite with the reinforcement elements, thus forming a composite material.
  • Injection hoses can be used instead of waterstops. In the present case, it makes sense to lay the injection hose before concreting.
  • the injection or injection of a sealant is advantageously carried out only at the end when the construction has set, since usually the subsequent sealing by pressing the sealant can only be done once.
  • Preferably is connected with the use of the frame for a balcony, a Isokorb ® on an open frame side via reinforcing elements with wall portions of the frame, wherein the Isokorb ® known to be used for the prevention of thermal bridges between the balcony floor and building walls or ceilings.
  • the frame according to the invention can be used for a semi-finished part, wherein in the frame, a first, for example, 5 cm thick, preferably water-impermeable concrete layer - under sprue of reinforcing elements, so that a reinforced concrete results - is cast in, the surface of which runs below the alignment.
  • This construction can serve in particular for the use of the frame for a balcony, wherein the frame can be anchored with cast first layer of concrete using the Isokorbs ® in the building. Subsequently, a pouring out of the remaining Zargeninnenraums with a second layer of concrete (in-situ concrete) is possible. The second concrete layer or a screed layer spread over the second concrete layer can then be pulled off along the alignment elements.
  • a first for example, 5 cm thick, preferably water-impermeable concrete layer - under sprue of reinforcing elements, so that a reinforced concrete results - is cast in, the surface of which runs below the alignment.
  • This construction can serve
  • the frame according to the invention is preferably used in the manufacture of a balcony or terrace, in particular a roof terrace, o. The like. (Including a conservatory). These structures are also included in the invention.
  • At least one further layer is applied to the uppermost (possibly also only) concrete layer or an overlying screed and to the inwardly projecting alignment elements.
  • at least one seal optionally a protective fleece to protect the seal, a chip bedding and above a plate covering is applied to the top concrete layer.
  • a seal according to the German industrial standard (DIN) is realized.
  • the tile covering is laid on a filter concrete as the uppermost concrete layer. Filter concrete is characterized in particular by a good drainage effect.
  • the like. Preferably runs - for example, about 2 cm - below the upper edges of the lateral. Zargenwandabitese.
  • the frame on the front wall portion which usually points to the outside, and spaced to this at least one holder element, preferably a vertically arranged flat bar, on which a plate covering comes to rest.
  • this at least one holder element preferably a vertically arranged flat bar, on which a plate covering comes to rest.
  • a drainage for example, 2 cm height is provided so that running water can escape on the inclined concrete surface.
  • the at least one holder element use is preferably made of vertical steel bars, one end of which is fastened to the front frame section or to an alignment element arranged thereon, and the other end of which supports the holder element.
  • the uppermost covering, in particular a plate covering, of the balcony or the terrace essentially closes off with the upper edge of the holder element or the flat strip, so that edges of the plates can not break out.
  • Part of the invention is also a method for producing a balcony, a terrace o. The like., In which the frame according to the invention is poured with concrete.
  • At least two concrete layers are used.
  • the frame is first poured out in a first step with a first filigree concrete layer. After hardening of this first layer of concrete, the frame is mounted on the building and poured with a second layer of concrete, the surface of which is then withdrawn along the Ausrichtiata (with a gradient of preferably 1.5%).
  • said reinforcing elements are at least partially covered in each pouring step.
  • the frame - advantageously in a workshop - initially only partially poured with a concrete layer, which is, for example, 5 cm thick.
  • the frame is preferably on a horizontal formwork.
  • reinforcing elements are conventionally designed in the frame interior and connected to an Isokorb ® .
  • the reinforcements are already attached to the Isokorb ® and their free ends still have to be laid inside the frame. It is also possible to wire, weld or otherwise connect the reinforcements with the aforementioned reinforcing elements.
  • the concrete covers a part of the reinforcement elements and a portion of the armature to 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 blanket with the reinforcement of (Schöck-) Isokorb ® is now connected.
  • the frame is poured in at least one subsequent pouring step with in-situ concrete (concrete), wherein the still protruding upward portions of the reinforcing elements are now also covered by the concrete, and pulled off along the alignment.
  • a layer of screed over the top here second, concrete layer - possibly with the introduction of an intermediate layer - applied and withdrawn along the alignment.
  • the pouring of the two concrete layers can also be done on the construction site or in a workshop.
  • the balcony frame is poured with concrete in only one pouring step and the concrete surface is removed. After drying, the balcony together with the Isokorb ® is anchored in the building.
  • a screed layer is applied over a single layer of concrete - optionally with an intermediate layer - and this layer is pulled off along the alignment elements.
  • the screed layer can be applied and removed after installation of the balcony in the building.
  • a step-resistant insulation is preferably arranged, for example one made of rigid polyurethane foam.
  • At least one further layer is advantageously applied to the uppermost concrete layer or a screed layer and to the inwardly projecting alignment elements, preferably at least one seal such as an asphaltic welded track, optionally a water-permeable protective nonwoven for mechanical protection of the seal against damage, a splitter bedding and finally a top preferably loose plate covering.
  • at least one seal such as an asphaltic welded track, optionally a water-permeable protective nonwoven for mechanical protection of the seal against damage, a splitter bedding and finally a top preferably loose plate covering.
  • At least one liquid seal is arranged above the concrete or the screed, on which then a tile adhesive and subsequently tiles can be applied.
  • a particularly simple embodiment of the frame has a front wall (front side) and two side walls (cheek sides).
  • a frame according to the invention with round, oval or any other shaped sections.
  • a railing advantageously screwed removable.
  • the removability facilitates renovation or painting work.
  • Railings (with the help of holders) and / or gutter are, according to an advantageous embodiment, welded to the wall outside, preferably with the aid of brackets. Since the gutter must absorb much less force than the railing, it is advisable to screw the gutter to the wall outside of the frame or weld and / or hang the gutter on the welded to the frame brackets where necessary to screw or weld.
  • FIG. 1 is a frame 2 for a balcony 1 shown (the balcony 1 is not yet completed).
  • the frame 2 has in this embodiment, three vertical wall sections 5, 6, namely a front wall 5 and two opposing side walls 6.
  • the wall sections 5, 6 are preferably made of galvanized steel or stainless steel and are -depending on the size of the balcony or the terrace - welded together, bolted or bent in one piece.
  • each alignment elements 8 are welded in the form of a steel sheet, s. also FIG. 7 , These two steel sheets 8 extend substantially from the front wall 5 to the rear free end of the side walls 6.
  • the two opposite steel sheets 8 according to the invention extend in a common plane, which are inclined to the front wall 5 with respect to a horizontal plane when the balcony 1 in a Built structure is or is.
  • an alignment element 7 is provided (for the sake of clarity in FIG FIG. 1 omitted), in particular in the Figures 2 . 6, 8 and 10 is shown in more detail.
  • This consists in the present embodiment of a steel sheet, which is welded to the upper edge 5a of the front wall 5, s. especially FIG. 6 .
  • the surface of the alignment element 7 runs flat and in that inclined plane which is spanned by the surfaces of the alignment elements 8 (in the FIG FIG. 6 the inclination of the alignment element 7 is exaggerated for the sake of clarity).
  • the alignment element 7 is bent downwards and thus forms a drip edge 7b, which leads into a channel 14, which serves to remove moisture.
  • the drip edge 7b which may for example have dimensions of 100 mm ⁇ 30 mm ⁇ 3 mm, in the present case simultaneously serves as a connection plate for sealing.
  • a concrete to be poured in later or a screed to be applied over it can be pulled off along the surfaces 7a, 8a, so that the concrete surface or the screed layer also lies in the said inclined plane.
  • This design has the particular advantage that even a relatively high plate coating can be applied to the concrete layer, which is held laterally by the concrete layer projecting side walls.
  • the inclination of said inclined plane is preferably in the range of about 1.5% relative to the horizontal.
  • the frame 2 together with its present in a horizontal plane lower edges 5b, 6b of the wall sections 5, 6, the frame 2 forms a frame open on one side, which can be placed on a formwork for pouring concrete.
  • the edge 16b of the concrete pointing later to the building is in FIG. 1 indicated by dashed lines.
  • FIG. 1-5 are on the outside of the front wall 5 horizontally spaced mounting plates 37 welded to which lugs 39 of a railing 30 are screwed by means of screws 38.
  • the railing 30 has a lower flange 32, a top flange 34 and these connecting railing rods 31. Between the balusters 31 filler rods 36 are arranged. On the top side, the railing 30 is bounded by a handrail 35.
  • the railing 30 is removable by the described screw. In particular, the railing 30 does not have to be fastened before completion of the assembly work of the frame 2, so that an overall simpler installation of the balcony 1 on the building is possible.
  • a channel 14 for rainwater is arranged (see in particular FIG. 2 ), the total along the front wall 5 slopes.
  • the channel 22 is advantageously screwed to the front wall 5 or on the mounting plates 37 and the lugs 39.
  • an Isokorb ® 20 is added in a known manner to the open side of the frame, s.
  • Reinforcements 18, ranging from the area to be poured with concrete to the Isokorb ® 20, are laid in and poured with concrete.
  • Reinforcements 21 may in this case be admitted 20 already at one end in Isokorb ®.
  • the frame 2 can be poured in particular in two steps with concrete.
  • a first step the frame 2 is placed with the Isokorb ® 20 on a horizontal formwork and cast a concrete layer 15 with a thickness of eg 5 cm, s. Figures 2 and 3 , This has a substantially horizontal, flat surface because of the installation on the formwork.
  • the frame 2 is positioned in accordance with the inclination of the alignment elements 7, 8 such that the upper-side surfaces 7a, 8a of the alignment elements 7, 8 extend in a horizontal plane. Their inclination is thus compensated by the oblique placement of the frame 2.
  • a second concrete layer 16 is poured onto the first concrete layer 15 such that it ends above the alignment elements 7, 8.
  • the second concrete layer 16 along the alignment 7, 8 are withdrawn, preferably with a take-off tool made of metal or plastic, whose length is almost equal to the distance between the two side walls 6.
  • the resulting balcony 1 is taken from the inclined construction and can be installed in the building.
  • the inclination of the surface of the second concrete layer 16 now corresponds to the inclination of the upper-side surfaces 7a, 8a of the alignment elements 7, 8. Water, especially rainwater, can now run in the direction of the front wall 5.
  • the balcony can (regardless of whether the frame is poured in one or more steps) completely manufactured as a finished part in a workshop, i. poured with concrete, then transported to the site and mounted there with the help of a truck crane with the support of steel columns.
  • the application of further layers (screed layer, plate covering o. The like. Can also be made on the building.
  • the first pouring step may take place in the workshop and the second pouring step may take place at the construction site.
  • these are preferably poured out completely with a single layer at the construction site and installed in the building (see below FIGS. 11 and 12 ).
  • the railing is preferably screwed only when the balcony is anchored in the building.
  • the inventive frame 2 is shown with poured concrete, in the present case with the two concrete layers 15, 16. Further layers are provided on the second concrete layer. Immediately on the second concrete layer, a seal 23, for example a bituminous sheet, or a liquid, after hardening rubber-like seal applied. On the seal, a water-permeable protective fleece 24 can be placed, for example in the form of a cotton wool. In addition, in the embodiment shown, a grit bedding 25 is provided, on which in turn a plate covering 26, for example made of granite or concrete blocks, laid. Instead of the grit bedding 25 also filter concrete can be used.
  • round bars 11 are welded or screwed horizontally on the upper side of the aligning element 7, to which a horizontally extending holder element 12 in the form of a flat bar is welded or screwed to the interior of the frame.
  • FIG. 5 such as Figures 2 and 8th
  • the holder element 12 rests against the plate covering 26 over the entire length of the front wall 5 so that it can not break or slip forward.
  • a gap in the form of a drainage joint 13 of, for example, about 2 cm is formed, through which water can emerge from the chip bed 25 and the protective fleece 24 and run between the round bars 11 into the channel 14.
  • the plate covering 26 protrude the upper edges 6a of the side walls 6 on the alignment elements 8 and also beyond the plate covering 26 addition.
  • the plate covering 26 is particularly also held laterally and can not slip or break.
  • the upper edges 6a of the side walls 6 extend substantially parallel to the surfaces 8a of the alignment elements 8. The distance of the plate covering 26 to the upper edge 6a of the side walls 6 is therefore constant over the width of the balcony 1. This training leads to a visually calm appearance of the paving or the plate covering.
  • FIG. 11 a second embodiment of a balcony 101 according to the invention is shown in a sectional side view. Here is just one poured into the frame poured concrete layer 116. Another difference to the balcony according to the Figures 2-10 is that the upper edges 106a of the two lateral Zargenwandabitese 106 extend horizontally. This means that the plate covering 26 at the front Zargenwandabites 105 has the greatest distance to the upper edges 106a and the smallest distance at the transition to the building.
  • the terrace frame with three Zargenwandabitesen 205, 206 be open (also partially open with a breakthrough in the door area). It is preferably placed on a level surface (preferably concrete or wall).
  • a level surface preferably concrete or wall.
  • a single concrete layer 216 is poured over a masonry 250.
  • a puncture-resistant insulation 251 made of rigid foam panels, for example made of rigid polyurethane foam, designed, on which in turn a screed layer 217 is spread.
  • the screed layer 217 is drawn off along the alignment elements 7, 8, which in turn extend below the slope of 1.5% inclined lateral frame wall sections 206.
  • a bituminous welding path 23 is fixed, in turn, a grit bedding 25 spread out of gravel and placed on this a loose plate coating 26.
  • the upper edges 206a of the wall sections 206 extend horizontally (cf. FIG. 11 ).
  • 6 reinforcements 218 are welded in the form of Winkelstahl Swissen, advantageously substantially at the level of the respective balusters 31, as this is the largest stress in the counter-leaning of people against the railing introduced into the terrace 201.
  • head bolts 218 a are welded, which are cast in the concrete layer 216.
  • brick bricks 254 and polystyrene strips 255 between the frame and the masonry 250 are still provided.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Building Environments (AREA)
  • Building Awnings And Sunshades (AREA)
  • Ladders (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Road Paving Structures (AREA)

Claims (43)

  1. Châssis pour un balcon, une terrasse ou un ouvrage similaire, avec des sections de mur verticales (5, 6; 105, 106; 205, 206) et des éléments d'alignement (7, 8), sachant que les surfaces supérieures (7a, 8a) desdits éléments d'alignement (7, 8), à l'état monté du châssis, sont situées sur un plan incliné par rapport à un plan horizontal, si bien qu'une couche de béton (16; 116; 216) coulée dans l'espace intérieur du châssis ou une couche (217) appliquée sur une telle couche de béton (216), particulièrement une couche de chape (217), peut être détachée le long desdits éléments d'alignement (7, 8), caractérisé en ce que les éléments d'alignement (7, 8) sont disposés dans l'espace intérieur du châssis (2) et que l'un au moins desdits éléments d'alignement (7, 8) s'étend sous le bord supérieur (6a; 106a; 206a) d'une section de mur adjacente (6; 106; 206) du châssis.
  2. Châssis selon la revendication 1, caractérisé en ce que l'un au moins des éléments d'alignement (8) est fixé sur le côté intérieur des sections de mur (6; 106; 206).
  3. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que des éléments d'alignement (8) sont disposés le long des côtés intérieurs de deux sections de mur (6; 106; 206) situées l'une en face de l'autre.
  4. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que l'un au moins des éléments d'alignement (7) déborde vers l'extérieur, sur le bord supérieur de la section de mur correspondante (5; 105; 205).
  5. Châssis selon la revendication 4, caractérisé en ce que l'au moins un élément d'alignement (7) débordant vers l'extérieur est contre-coudé vers le bas, se présentant de préférence sous la forme d'un rebord d'égouttement (7b).
  6. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que les sections de mur (5, 6; 105, 106; 205, 206) et les éléments d'alignement (7, 8) sont réalisés en acier, sachant que les éléments d'alignement (7, 8) sont soudés et/ou vissés aux sections de mur (5, 6; 105, 106; 205, 206).
  7. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que les éléments d'alignement (7, 8) se présentent sous la forme de tôles en acier.
  8. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que l'angle dudit plan incliné par rapport à un plan horizontal est situé entre 0,5 degré et 3 degrés, de préférence entre 0,5 degré et 1,5 degrés.
  9. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que l'angle dudit plan incliné par rapport à un plan horizontal est de 0,9 degré environ.
  10. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que les bords inférieurs (5b, 6b) des sections de mur (5, 6; 105, 106; 205, 206) s'étendent dans un plan horizontal.
  11. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que les bords supérieurs (105a, 106a; 205a, 206a) des sections de mur (105, 106; 205, 206) s'étendent respectivement horizontalement.
  12. Châssis selon l'une quelconque des revendications 1 à 10, caractérisé en ce que les bords supérieurs (5a, 6a) de deux sections de mur (5, 6) situées l'une en face de l'autre définissent un plan incliné.
  13. Châssis selon la revendication 12, caractérisé en ce que le plan incliné défini par les bords supérieurs (6a) de deux sections de mur (6) situées l'une en face de l'autre s'étend parallèlement au plan défini par les éléments d'alignement (8).
  14. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que le bord supérieur (5a; 105a; 205a) de la section de mur (5; 105; 205), vers laquelle les éléments d'alignement (7, 8) sont orientés en inclinaison, s'étend plus bas que les bords supérieurs (6a; 106a; 206a) des autres sections de mur (6; 106; 206), et de préférence horizontalement.
  15. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que des éléments d'alignement (7, 8) sont prévus sur trois sections de mur (5, 6; 105, 106; 205, 206) se succédant respectivement, à savoir deux sections de mur latérales (6; 106; 206) et une section de mur avant (5; 105; 205) reliant les deux premières citées, sachant que les surfaces supérieures (8a) des deux éléments d'alignement latéraux (8) s'étendent en inclinaison vers la surface supérieure (7a) de la section de mur avant (5; 105; 205).
  16. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que des sections de mur (5, 6; 105, 106; 205, 206) se succédant l'une l'autre sont soudées et/ou vissées l'une à l'autre.
  17. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que les sections de mur (5, 6; 105, 106; 205, 206) définissent une paroi de châssis ouverte sur un côté, particulièrement pour la mise en place du châssis (2) pour un balcon (1; 101) ou une terrasse (201).
  18. Châssis selon l'une quelconque des revendications 1 à 16, caractérisé en ce que les sections de mur (5, 6; 105, 106; 205, 206) définissent une paroi de châssis circonférentielle fermée.
  19. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce que des éléments d'armature (18; 218, 218a) sont disposés, de préférence soudés, sur les côtés intérieurs des sections de mur (5, 6; 105, 106; 205, 206).
  20. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce qu'un Isokorb® (20) est relié via des éléments d'armature (21, 18) à des sections de mur (5, 6; 105,106) du châssis (2) sur un côté ouvert du châssis.
  21. Châssis selon l'une quelconque des revendications précédentes, caractérisé en ce qu'un élément d'arrêt (12) au moins, de préférence une nervure en fer plate, est disposé au-dessus de la section de mur avant (5; 105; 205) et distancée de cette dernière en formant un joint d'assèchement (13) entre ladite section de mur (5; 105; 205) et ledit élément d'arrêt (12).
  22. Pièce semi-finie avec un châssis (2) selon l'une quelconque des revendications précédentes, caractérisée en ce qu'une première couche de béton (15) est coulée dans le châssis (2), couche dont la surface s'étend sous les éléments d'alignement (7, 8).
  23. Pièce semi-finie selon la revendication 22, caractérisée en ce que des éléments d'armature (18) sont enrobés dans ladite première couche de béton (15), si bien qu'il en résulte un béton armé.
  24. Balcon ou terrasse avec un châssis (2) selon l'une quelconque des revendications 1 à 21 ou une pièce semi-finie selon l'une quelconque des revendications 22 à 23.
  25. Balcon ou terrasse selon la revendication 24 avec ladite pièce semi-finie, caractérisé en ce qu'une seconde couche de béton (16) et/ou une couche de chape (217) est appliquée sur une première couche de béton (15; 216).
  26. Balcon ou terrasse selon l'une quelconque des revendications 24 ou 25, caractérisé en ce que la première et/ou la seconde couche de béton (15; 216; 16; 116) et les éléments d'armature (18) donnent lieu à un béton armé imperméable à l'eau.
  27. Balcon ou terrasse selon l'une quelconque des revendications 24 à 26, caractérisé en ce qu'un tube d'injection est disposé le long de l'une au moins des sections de paroi du châssis (5, 6; 105, 106; 205, 206), entre cette au moins une section et la couche de béton (15; 216; 16; 116).
  28. Balcon ou terrasse selon l'une quelconque des revendications 24 à 27, caractérisé en ce que la couche de béton supérieure (16; 116) ou la couche de chape (217) est enlevée le long de la surface (7a, 8a) des éléments d'alignement (7, 8), si bien que la couche de béton supérieure (16; 116) ou la couche de chape (217) et les éléments d'alignement (7, 8) sont à fleur sur le côté supérieur.
  29. Balcon ou terrasse selon l'une quelconque des revendications 24 à 28, caractérisé en ce qu'une couche supplémentaire (23, 24, 25, 26) au moins est appliquée sur la couche de béton supérieure (16; 116) ou la couche de chape (217) et sur les éléments d'alignement (7, 8) débordant vers l'intérieur.
  30. Balcon ou terrasse selon l'une quelconque des revendications 24 à 29, caractérisé en ce qu' un étanchement (23) au moins, facultativement une toison de protection (24) pour la protection de l'étanchement (23) et un lit de pierres concassées (25) sont épandus sur la couche de béton supérieure (16; 116) ou la couche de chape (217), ou que la couche de béton supérieure est du béton filtrant et qu'un dallage terminal (26) est respectivement posé sur le dessus.
  31. Balcon ou terrasse selon l'une quelconque des revendications 24 à 30, caractérisé en ce qu'une couche isolante (251) est disposée entre la couche de béton supérieure (216) et la couche de chape (217).
  32. Balcon ou terrasse selon l'une quelconque des revendications 24 à 31, caractérisé en ce que l'enrobement supérieur (26) du balcon (1; 101) ou de la terrasse (201) s'étend sous les bords supérieurs (6a; 106a; 206a) des sections de mur latérales (6; 106; 206).
  33. Balcon ou terrasse selon l'une quelconque des revendications 24 à 32, caractérisé en ce qu'un élément d'arrêt (12) au moins, de préférence une nervure en fer plate, est disposé au-dessus de la section de mur avant (5; 105; 205) et distancée de cette dernière en formant un joint d'assèchement (13) entre ladite section de mur (5; 105; 205) et ledit au moins un élément d'arrêt (12), de préférence au moyen de barres d'acier verticales (11), lesquelles sont fixées à la section de mur avant (5; 105; 205).
  34. Balcon ou terrasse selon l'une quelconque des revendications 24 à 33, caractérisé en ce que l'enrobement supérieur (26) du balcon (1; 101) ou de la terrasse (201) est essentiellement à fleur avec le bord supérieur de l'au moins un élément d'arrêt (12).
  35. Procédé pour la fabrication d'un balcon (1; 101), d'une terrasse (201) ou d'un ouvrage similaire, sachant que du béton est déversé dans un châssis (2) selon l'une quelconque des revendications 1 à 21 en au moins une étape, sachant que la surface de la couche de béton supérieure (16; 116) ou la surface d'une couche (217) appliquée sur une couche de béton supérieure (216), particulièrement une couche de chape (217), est enlevée le long des éléments d'alignement (7, 8).
  36. Procédé selon la revendication 35, caractérisé en ce que le châssis (2) est placé sur un coffrage avant le coulage.
  37. Procédé selon l'une quelconque des revendications 35 ou 36, caractérisé en ce que du béton est coulé dans le châssis (2) en deux étapes au moins, sachant que dans une première étape, une première couche de béton (15) est coulée partiellement dans le châssis (2), laquelle enrobe des sections partielles des éléments d'armature (18), et que dans une étape de coulage suivante, les sections des éléments d'armature (18) débordant encore vers le haut sont enrobées par une seconde couche de béton (16), sachant que la surface de la seconde couche de béton (16) est enlevée le long des éléments d'alignement (7, 8).
  38. Procédé selon l'une quelconque des revendications 35 à 37, caractérisé en ce que , dans le cas du coulage du béton en deux étapes, la première couche de béton (15) est coulée dans le châssis (2) dans un atelier et que ledit châssis (2) est ensuite transporté avec la première couche de béton (15) au chantier, où est coulée la seconde couche de béton (16).
  39. Procédé selon l'une quelconque des revendications 35 à 37, caractérisé en ce que la pièce semi-finie obtenue d'une première étape de coulage est ancrée dans un bâtiment à l'aide d'un Isokorb® (20) et que la seconde couche de béton (16) est ensuite coulée dans le châssis (2).
  40. Procédé selon l'une quelconque des revendications 35 à 37, caractérisé en ce que le coulage du béton dans le châssis (2) est effectué intégralement dans un atelier, en une ou plusieurs étapes, et que le châssis est ensuite transporté au chantier pour l'encastrement dans un ouvrage.
  41. Procédé selon l'une quelconque des revendications 35 à 40, caractérisé en ce qu' une couche isolante (251) est disposée entre la couche de béton supérieure (216) et la couche de chape (217).
  42. Procédé selon l'une quelconque des revendications 35 à 41, caractérisé en ce qu' une couche supplémentaire (23, 24, 25, 26) au moins est appliquée sur la couche de béton supérieure (16; 116) et/ou la couche de chape (217) et sur les éléments d'alignement (7, 8) débordant vers l'intérieur.
  43. Procédé selon l'une quelconque des revendications 35 à 42, caractérisé en ce qu' un étanchement (23) au moins, facultativement une toison de protection (24) pour la protection de l'étanchement (23) et un lit de pierres concassées (25) sont épandus sur la couche de béton supérieure (16; 116) ou la couche de chape (217), ou que du béton filtrant est épandu comme couche de béton supérieure et qu'un dallage terminal (26) est respectivement posé sur le dessus.
EP08153807A 2007-04-12 2008-03-31 Dormant pour un balcon ou une terrasse et leur procédé de fabrication Not-in-force EP1980675B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102007017612A DE102007017612A1 (de) 2007-04-12 2007-04-12 Zarge für einen Balkon oder eine Terrasse sowie Verfahren zu deren Herstellung

Publications (2)

Publication Number Publication Date
EP1980675A1 EP1980675A1 (fr) 2008-10-15
EP1980675B1 true EP1980675B1 (fr) 2009-11-18

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EP08153807A Not-in-force EP1980675B1 (fr) 2007-04-12 2008-03-31 Dormant pour un balcon ou une terrasse et leur procédé de fabrication

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EP (1) EP1980675B1 (fr)
AT (1) ATE449222T1 (fr)
DE (2) DE102007017612A1 (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 (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007023861B4 (de) * 2007-05-21 2017-02-09 Richard Auburger Deckenkonstruktion im Bereich eines Treppenaustritts
DE102010022111A1 (de) * 2010-05-20 2011-11-24 Andre Adrian Balkonprofilsystem

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0709530B1 (fr) * 1994-10-31 1999-08-25 Walter Gutjahr Profilé d'extrémité pour balcons, terrasses et similaires et procédé pour sa pose
DE29616665U1 (de) * 1996-09-26 1996-11-07 Frank, Reiner Jakob, 74226 Nordheim Balkon
DE29716050U1 (de) * 1997-09-08 1997-10-23 Giller GmbH & Co. KG, 57368 Lennestadt Balkon zur Anordnung vor der Fassade eines Bauwerkes
DE29909374U1 (de) * 1999-05-28 1999-11-04 Hansmann Eberhard Anordnung zur Gestaltung einer Balkonplatte o.dgl.
DE29922364U1 (de) 1999-12-21 2000-08-10 Malkemper Frank Randeinfassung für Bauwerke, insbesondere Balkonböden
DE20012443U1 (de) * 2000-07-18 2000-12-14 Nebe Gmbh Metallbau Grundplatte für Balkone
DE10200527C2 (de) * 2002-01-09 2003-11-13 R A B S Balkonbau Gmbh Balkon
AT6559U3 (de) * 2003-02-20 2004-01-26 Walter Ing Baumgartner Entwässerungssystem für balkone und terrassen
DE102005029648A1 (de) 2005-06-23 2007-01-04 Waldemar Panzer Balkonzarge sowie Verfahren zum Herstellen eines Fertigteilbalkons

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
DE102007017612A1 (de) 2008-10-16
ATE449222T1 (de) 2009-12-15
DE502008000189D1 (de) 2009-12-31
EP1980675A1 (fr) 2008-10-15

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