EP2486196B1 - Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante - Google Patents
Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante Download PDFInfo
- Publication number
- EP2486196B1 EP2486196B1 EP10736623.9A EP10736623A EP2486196B1 EP 2486196 B1 EP2486196 B1 EP 2486196B1 EP 10736623 A EP10736623 A EP 10736623A EP 2486196 B1 EP2486196 B1 EP 2486196B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- thermal insulation
- transverse force
- building part
- insulator body
- distribution element
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims description 13
- 238000009826 distribution Methods 0.000 claims description 71
- 238000009413 insulation Methods 0.000 claims description 57
- 238000011065 in-situ storage Methods 0.000 claims description 30
- 239000012212 insulator Substances 0.000 claims description 29
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 238000009415 formwork Methods 0.000 claims description 11
- 238000009434 installation Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 230000006835 compression Effects 0.000 claims 7
- 238000007906 compression Methods 0.000 claims 7
- 230000005540 biological transmission Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000009420 retrofitting Methods 0.000 description 4
- 239000000945 filler Substances 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000011143 downstream manufacturing Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000000246 remedial effect Effects 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
Definitions
- the invention relates to a component for thermal insulation between two components, namely between a supporting part of the building and a supported projecting outer part according to claim 1. Furthermore, the present invention also relates to a method for subsequent attachment of a cantilevered outer part to an existing supporting building part using a thermal insulation component according to claim 8.
- a balcony can be retrofitted to a building wall, such as from the DE 196 30 552 A1 , which describes a component for thermal insulation, which can be used together with prefabricated parts, which is why "subsequently" in this context not a (re) building in stock means, but only the fact that the connection of the device can be done for thermal insulation on eg a balcony with a time delay for connection to a building ceiling.
- the invention is based on the object of further developing a method of the type mentioned above and a device for thermal insulation of the type mentioned in that the position or positionally accurate transfer of forces, in particular of compressive forces between cantilevered outer part and supporting building part is made possible.
- This pressure distribution element which was only produced on the construction site, adapts to the building part in a form-fit and non-positive manner without any gaps and relentlessly and retains this predetermined position even after the attachment of the projecting outer part or after its Ent- or loading. It is ultimately irrelevant how clean and accurate position the pressure application area in the area of the building part, since any unevenness and positional deviation compensated by the in-situ concrete to be filled and bridged becomes.
- the mere addition or application of a pressure element directly to the building part would entail the risk that the pressure force introduction surface of the building part gives in the attachment of the cantilevered outer part or in its loading or unloading to some extent, and thus the projecting outer part from his predetermined position device, in particular pivots.
- the transverse force rods can fulfill their intended purpose, it is therefore essential that the upper opposite the insulating protruding bent course of the transverse force rods surrounded by in-situ concrete of the lateral force distribution element and thereby sufficiently statically supported or supported. It is also prevented immediately that it comes to excessive loads in the fixation region of the transverse force rods in said cylindrical openings of the building part.
- the in-situ concrete of the transverse force distribution element fits flat to the building part in the region of the above transverse force bars and ensures a uniform, positive and non-positive force transmission in the building part, so that the shear bars themselves are functionally charged only to train.
- the length of the unsupported portion of the inclined slope of the transverse force bars can be reduced to an order of magnitude equivalent to conventional thermal insulation components used in new buildings.
- transverse force rods it is necessary to anchor them to the transverse force transmission in the building part, which can be done, for example, by introducing the said openings (for example, by sheath corrugated pipes in the new building) or to drill holes into which the transverse force rods engage projecting portions can be inserted and in which the transverse force rods can be fixed, for example by means of injection method.
- said pressure distribution element on the one hand and the transverse force distribution element for the bent portions of the transverse force rods on the other hand simultaneously and possibly interconnected or manufactured as a combined combined pressure and shear force distribution element of in-situ concrete.
- both distribution elements from separate elements, which leads, for example, to greater design flexibility.
- a component for thermal insulation between two components characterized in that the component is adapted for retrofitting in the inventory, characterized in that the pressure elements on its side facing the building part a separate pressure distribution element have, that the pressure distribution element according to the invention extends substantially outside the insulating body and that the pressure distribution element according to the invention consists of in-situ concrete.
- the device according to the invention is only at the construction site with the addition of the pressure distribution element of in-situ concrete to the entire subject of the invention, while the component delivered to the site has only essential to the invention individual features, however, the advantages of the invention result only by the additional provision of the separate pressure distribution element, the for a tolerance-free and positionally accurate pressure force distribution and pressure transmission ensures that the pressure distribution element and thus the associated pressure element even after the attachment of the projecting outer part, ie in particular the balcony, and after loading and unloading of the outer part in the course of assembly no unforeseen change in position.
- the separate pressure distribution element is assigned to a plurality of pressure elements simultaneously and acts on the end faces of these multiple pressure elements, wherein it is also possible, the pressure distribution element over the entire length of a device according to the invention for thermal insulation along the joint between the building part and Extend outer part.
- the separate pressure distribution element can be used in conjunction with conventional printing elements, such as those used for new buildings, in that it can be adapted to any pressure element shapes due to the production of in-situ concrete.
- the pressure distribution element is ultimately assigned to the component for thermal insulation, however, it forms more or less nothing else than a defined pressure force introduction surface of the building part, to which the pressure elements of the component for thermal insulation in a predetermined manner can create exact position.
- the thermal insulation element has reinforcing elements in the form of transverse force bars, which are essentially inclined within the insulating body in vertical planes parallel to one another and which are assigned to the connection to the two components at their upper course assigned to the supporting building part and at their lower, the supported component Course are bent so that they protrude horizontally from the insulator in the said vertical planes at different heights
- the object of the invention (also) can be achieved by the fact that the component is adapted for retrofitting in the inventory that it is in the exit region of the transverse force rods the insulating body on the side facing the building part of the insulating body has a separate transverse force distribution element that extends the lateral force distribution element substantially outside of the insulating body and that the transverse force distribution element of In-situ concrete exists.
- the transverse force distribution element should receive the bent subregions of the transverse force rods projecting into the building part and thus provide a static support in this critical transverse force rod region.
- the separate pressure distribution element extends at least from the lower pressure zone of the insulating body along the insulating body into the region of the transverse force distribution element, that is to say the upper course of one or more transverse force bars assigned to the supporting building part, so that transverse force distribution element and pressure distribution element connected to each other or can be made in one piece independently.
- the thermal insulation element has shuttering elements for the pressure distribution element consisting of in-situ concrete and / or the transverse force distribution element consisting of in-situ concrete and if the shuttering elements serve to delimit the pressure distribution element or the lateral force distribution element laterally and / or on its underside. Because then the device can be applied to the thermal insulation in a simple manner to the building part and the in-situ concrete are filled, which already receives the pressure distribution element according to the invention and / or the lateral force distribution element according to the invention.
- the formwork elements may for example be attached to the insulating body or surround it at least in partial areas laterally and / or on the underside and protrude in relation to the insulating body in the horizontal direction.
- the formwork elements consist of the Isolier Sciencesmaterial and protrude in the horizontal direction and that thereby the insulator rather has a horizontal recess or a horizontal recess for creating the pressure force distribution elements of in-situ concrete.
- the insulator would be made thicker overall than conventional insulator and would have a portion of the thickness that would be filled by the pressure distribution element.
- the pressure distribution element and / or the transverse force distribution element it is advisable to form them with a thickness in the centimeter range and in particular of the order of between about 3 cm and 5 cm, whereby they can obtain sufficient stability, in particular when used as in-situ concrete a concrete of the order C40 to C100.
- FIG. 1 a component for thermal insulation 1 is shown, which is arranged between a building part 2, in particular a building ceiling, and a cantilevered outer part 3, in particular a balcony slab.
- the component for thermal insulation 1 comprises, in particular, an insulating body 10 which is intended to be arranged in the region between the building part 2 and the outer part 3 and has reinforcing elements 4, 5, 8 which can be connected thereto and can be connected to both components.
- the component for thermal insulation 1 on transverse force rods 5 which extend within the insulator in mutually parallel vertical planes substantially inclined in a section 5a and the connection to the two components 2, 3 at its upper, the supporting building part 2 associated section 5b and are bent at its lower, the supported member 3 associated portion 5c such that they protrude in said vertical planes at different heights substantially horizontally from the insulator, the transverse force rods 5 but in the region of the supported balcony member 3 of the portion 5c in a vertical Course 5d pass over and - in the illustrated embodiment - to the upper tension zone, ie extend to the height level of the tension rods 4, where they are in turn bent in a further horizontal course 5e. Between the inclined course 5a and the upper, the supporting building part 2 associated course 5b, the transverse force rods 5 a bent portion 5f on.
- pressure elements 8 are also provided which extend horizontally through the insulating body 10 and in the example shown are flush with the end faces 10a and 10b of the insulating body 10.
- the building part 2 consists in the example shown from a building ceiling of a building to be rehabilitated (not shown here), which previously had no constructive connection options in the proposed connection area for the balcony slab 3.
- the tension rods 4 and the transverse force rods 5 are inserted into the openings 6 and fixed by means of injection mortar 7.
- the thermal insulation element is positioned so that a horizontal distance a between the building part 2 facing end 8a of the pressure element 8 and the end face 2a of the supporting Building part is left, whereupon this distance range between pressure element 8 and supporting building part 2 is filled by in-situ concrete for the production of a pressure distribution element 9.
- the subsequent arrangement of the component for thermal insulation 1 together with the balcony slab 3 to the building panel 2 thereby allowing the thermal insulation member to be positioned such that a horizontal distance b is left between the end face 10a of the insulating body 10 facing the building part 5 in the exit area 5f of the lateral force bars 5 and the end face 2a of the supporting building part 2, whereupon this distance between the insulating body 10 and supporting building part 2 is filled by in-situ concrete for producing a transverse force distribution element 9.
- pressure distribution element 9 and transverse force distribution element 9 are integrally formed as a combined pressure and lateral force distribution element 9.
- transverse force rods are supported in their bent portions 5f from the concrete material of the pressure distribution element 9, so that the transverse force rods 5 are claimed in the region of their inclined course 5a purely to train.
- FIGS. 3 to 5 Now show an embodiment of the invention of a thermal insulation element 11: FIG. 3 shows the device for thermal insulation 11 in a perspective side view, FIG. 4 in vertical section and FIG. 5 in plan view.
- the structural element for thermal insulation 11 is connected between the building component 12 and a not shown in the drawing projecting outer part in the form of a balcony slab wherein the building component 12 occupies the supporting function and the outer part of the worn function.
- the building component 12 has an upper side 12a and an end face 12b facing the thermal insulation element 11.
- the thermal insulation component 11 consists of an insulating body 20, which extends horizontally along the end face 12b of the building component 12 and is generally approximately cuboidal.
- the insulating body has on its the front side 12b of the building component 12 side facing a cuboid cavity 20a, which is bounded in the joint plane between the building component and outer part laterally and on the underside of formwork elements 20b, 20c.
- These formwork elements consist of opposite the cavity 20a projecting wall portions 20b, 20c of the insulator and are used for (subsequent) production of pressure distribution plates 22 in situ concrete, which according to the invention have the function to transmit the pressure forces from the projecting outer part of the building component.
- the pressure distribution plates 22 have a thickness a and extend as far as the upper tension zone, so that they also act simultaneously as a lateral force distribution element (with a thickness b).
- the device for thermal insulation 11 consists of reinforcing elements in the form of tie rods 14 and 15 and transverse force rods pressure elements 18.
- the tension rods 14 extend in the known manner horizontally through the insulating body 20 in the upper tension zone and are on both sides of the insulating body 20 in the Building component 12 on the one hand and on the opposite side in the outer part to be arranged there, wherein they are angled at its free end within the building component 12 substantially at right angles down into a short vertical section 14 a, so as to total the integration length of the tie rod 14 in the building component 12 to reduce.
- FIGS. 3 and 4 let recognize in the perspective view or in the vertical section of the building component 12 a recess 21 which is adjacent to the top 12a and end 12b of the building component 12 and leaves open in the building component 12 an area for the tie rods.
- the recess 21 is dimensioned so large that the tension rods 14 surrounded by sufficient concrete and can be subsequently set in the building component 12, as is necessary for the transmission of traction.
- the transverse force rods 15 which extend within the insulating body 20 in mutually parallel vertical planes substantially inclined in a portion 15 a and the connection are bent on the building component 12 at its upper, the building component 12 associated portion 15 b such that they project in said vertical planes substantially horizontally from the insulator and extending through the recesses 21 in the horizontal direction adjacent to the tie rods 14.
- the transverse force rods 15 go over in a vertical course 15c, extend vertically to the upper tension zone and there again are angled in a horizontal course 15d, which is aligned with the horizontal curve 15b on the side of the building component 12.
- the arranged in the lower region of the insulating pressure elements 18 extend substantially horizontally through the insulating body 20 therethrough and each end face on the building part 12 on the one hand and on the outer part, not shown, on the other hand, the end-face contour of the printing elements essentially a known part-cylindrical has curved or convex curved surface.
- the recess 21 is provided with a corresponding inclined bottom, which also from the FIGS. 3, 4 and 5 is recognizable and there illustrated by reference numeral 21 b.
- the recesses 21 are produced by using appropriate formwork elements when casting the building component and keeping the recesses free of the concrete of the building components. Subsequently, the to be connected to the building component 12 reinforcing elements in the form of tension rods 14 with associated component for thermal insulation 11 in the region of the recesses 21 are arranged. Finally, the recesses 21 are filled with a filler, in particular concrete, to produce a positive connection between the building component 12 and the filler or the reinforcing element to be connected. At the same time or a short time before or after, the pressure distribution plates 22 are produced by filling the hollow spaces 20a left in the insulating body with concrete.
- the present invention has the advantage, with simple means to allow the subsequent attachment of cantilevered exterior parts such as particular balcony slabs with the interposition of a thermal insulation component, without requiring measures that affect the inside of the building or are otherwise associated with disproportionate effort ,
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Working Measures On Existing Buildindgs (AREA)
Claims (11)
- Élément de construction pour l'isolation thermique entre deux parties d'une construction, à savoir entre une partie de bâtiment porteuse (12) et une partie extérieure portée en saillie, constitué d'un corps isolant (20) à disposer entre les deux parties de construction (12), avec des éléments d'armature (14, 15, 18) s'étendant à travers ce corps isolant et pouvant être raccordés aux deux parties de construction, sachant qu'au moins des éléments de pression (18) sont prévus comme éléments d'armature,
sachant que l'élément de construction (11) est adapté au montage postérieur dans un bâtiment existant par le fait que les éléments de pression (18) présentent, sur leur côté frontal (18a) tourné vers la partie de bâtiment (12), un élément séparé (22) de répartition de pression, sachant que l'élément (22) de répartition de pression s'étend principalement à l'extérieur du corps isolant (20) et sachant que l'élément de répartition de pression est constitué de béton coulé sur place,
sachant que l'élément de construction (11) pour l'isolation thermique présente des éléments de coffrage (20b, 20c) pour l'élément (22) de répartition de pression constitué de béton coulé sur place et sachant que les éléments de coffrage (20b, 20c) servent à délimiter l'élément de répartition de pression sur les côtés et/ou sur le dessous de ce dernier,
caractérisé en ce que les éléments de coffrage (20b, 20c) sont constitués du matériau du corps isolant et dépassent en direction horizontale, de sorte que le corps isolant présente un évidement horizontal (20a) pour la réalisation des éléments (22) de répartition de pression en béton coulé sur place. - Élément de construction pour l'isolation thermique selon la revendication 1, caractérisé en ce que l'élément séparé (22) de répartition de pression est associé à plusieurs éléments de pression (18) et sollicite les côtés frontaux (18a) de ces éléments de pression.
- Élément de construction pour l'isolation thermique selon au moins une des revendications précédentes 1 ou 2, caractérisé en ce que l'élément de construction (11) pour l'isolation thermique présente des éléments d'armature sous la forme de barres de force transversale (15) qui s'étendent à l'intérieur du corps isolant (20) essentiellement en oblique dans des plans verticaux parallèles entre eux et qui, pour le raccordement aux deux parties de bâtiment (12), dans leur étendue supérieure (15b) associée à la partie de bâtiment porteuse (12) et dans leur étendue inférieure (15c) associée à la partie de bâtiment portée, sont coudées de telle sorte qu'elles dépassent du corps isolant (20) horizontalement à des hauteurs différentes dans les plans verticaux précités, et en ce que l'élément de construction est adapté au montage postérieur dans un bâtiment existant par le fait qu'il présente, dans la région de sortie des barres de force transversale (15) du corps isolant (20), sur le côté du corps isolant (20) tourné vers la partie de bâtiment (12), un élément séparé (22) de répartition de force transversale, en ce que l'élément (22) de répartition de force transversale s'étend principalement à l'extérieur du corps isolant (20) et en ce que l'élément (22) de répartition de force transversale est constitué de béton coulé sur place.
- Élément de construction pour l'isolation thermique selon au moins la revendication 3, caractérisé en ce que l'élément séparé (22) de répartition de pression s'étend au moins depuis la zone de pression inférieure du corps isolant (20) le long du corps isolant jusque dans la région de l'élément (22) de répartition de force transversale, de sorte que l'élément de répartition de force transversale et l'élément de répartition de pression peuvent être reliés entre eux ou peuvent être fabriqués d'un seul tenant sous la forme d'un élément combiné (22) de répartition de pression et de répartition de force transversale.
- Élément de construction pour l'isolation thermique selon au moins la revendication 3, caractérisé en ce que l'élément (22) de répartition de force transversale entoure au moins les parties coudées (15f) des barres de force transversale.
- Élément de construction pour l'isolation thermique selon au moins la revendication 5, caractérisé en ce que les éléments de coffrage (20b, 20c) sont rajoutés au corps isolant (20) ou l'entourent au moins dans des régions partielles sur les côtés et/ou sur son dessous, et en ce qu'ils dépassent en direction horizontale par rapport au corps isolant (20).
- Élément de construction pour l'isolation thermique selon au moins une des revendications précédentes 3 à 6, caractérisé en ce que l'élément (22) de répartition de pression et/ou l'élément (22) de répartition de force transversale présentent une épaisseur (a) de l'ordre du centimètre et en particulier comprise entre environ 3 et 5 cm.
- Procédé pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment porteuse existante (12) en utilisant un élément de construction pour l'isolation thermique selon au moins la revendication 1,
comprenant au moins les étapes de procédé suivantes :positionnement de l'élément de construction (11) pour l'isolation thermique dans la région de la partie de bâtiment (12) en laissant un espace horizontal (a) entre l'élément de pression (18) et la partie de bâtiment porteuse (12), etremplissage de l'espace (a) entre l'élément de pression et la partie de bâtiment porteuse avec du béton coulé sur place, afin de réaliser un élément (22) de répartition de pression. - Procédé pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment porteuse existante selon au moins la revendication 8,
sachant que l'élément de construction (11) pour l'isolation thermique présente des éléments d'armature sous la forme de barres de force transversale (15) qui s'étendent à l'intérieur du corps isolant (20) essentiellement en oblique dans des plans verticaux parallèles entre eux et qui, pour le raccordement aux deux parties de bâtiment (12), dans leur étendue supérieure (15b) associée à la partie de bâtiment porteuse (12) et dans leur étendue inférieure (15c) associée à la partie de bâtiment portée, sont coudées de telle sorte qu'elles dépassent du corps isolant (20) horizontalement à des hauteurs différentes dans les plans verticaux précités,
comprenant au moins l'étape de procédé supplémentaire suivante, placée avant et/ou après :réalisation dans la partie de bâtiment (12) d'ouvertures (21) s'étendant en direction horizontale, afin d'introduire et de fixer en position des régions partielles (15b) des barres de force transversale (15) qui dépassent dans la partie de bâtiment. - Procédé pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment porteuse existante selon au moins la revendication 9,
comprenant au moins l'étape de procédé supplémentaire suivante, placée avant et/ou après :positionnement de l'élément de construction (11) pour l'isolation thermique dans la région de la partie de bâtiment (12) en laissant un espace (b) entre le corps isolant (20) et la partie de bâtiment porteuse (12) afin de disposer les régions partielles coudées des barres de force transversale (15) dépassant dans la partie de bâtiment, etremplissage de l'espace (b) entre le corps isolant (20) et la partie de bâtiment porteuse (12) avec du béton coulé sur place, afin de soutenir les régions partielles coudées des barres de force transversale (15) dépassant dans la partie de bâtiment. - Procédé pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment porteuse existante selon au moins une des revendications précédentes, sachant qu'avant le remplissage avec le béton coulé sur place, on prévoit pour le béton coulé sur place un coffrage (20b, 20c) couvrant l'espace (a, b) sur les côtés et/ou sur le dessous.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200910033779 DE102009033779A1 (de) | 2009-07-17 | 2009-07-17 | Verfahren und Vorrichtung zum nachträglichen Anfügen eines vorkragenden Außenteils an ein bestehendes tragendes Gebäudeteil |
PCT/EP2010/004388 WO2011006674A2 (fr) | 2009-07-17 | 2010-07-19 | Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2486196A2 EP2486196A2 (fr) | 2012-08-15 |
EP2486196B1 true EP2486196B1 (fr) | 2015-08-26 |
Family
ID=43382866
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP10736623.9A Active EP2486196B1 (fr) | 2009-07-17 | 2010-07-19 | Procédé et dispositif pour l'ajout postérieur d'une partie extérieure en saillie à une partie de bâtiment existante |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2486196B1 (fr) |
DE (1) | DE102009033779A1 (fr) |
WO (1) | WO2011006674A2 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2575498A (en) * | 2018-07-12 | 2020-01-15 | Blackwood Benjamin | Universal concrete slab edge assembly |
EP3839162A1 (fr) | 2019-12-16 | 2021-06-23 | HALFEN GmbH | Composant thermo-isolant destiné à être utilisé dans une fente de séparation entre deux parties de construction et construction |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202013006229U1 (de) * | 2013-07-11 | 2014-10-13 | H-Bau Technik Gmbh | Thermisch isolierendes Bauteil |
KR101661998B1 (ko) | 2015-03-11 | 2016-10-19 | 주식회사 제드건축사사무소 | 열교 차단형 외부통로 연결 구조체 및 그 시공방법 |
DE102015016450A1 (de) | 2015-12-21 | 2017-06-22 | Frank Herrmann | Vorrichtung zum Anschließen eines auskragenden Bauteils, insbesondere eines Balkons oder eines Vordachs, sowie ein diese Vorrichtung verwendendes Bauteil |
DE202015008660U1 (de) | 2015-12-21 | 2017-03-22 | Frank Herrmann | Vorrichtung zum Anschließen eines auskragenden Bauteils, insbesondere eines Balkons oder eines Vordachs, sowie ein diese Vorrichtung verwendendes Bauteils |
KR101663205B1 (ko) | 2016-07-09 | 2016-10-10 | 주식회사 제드건축사사무소 | 열교 차단형 외부통로 연결 구조체 및 그 시공방법 |
CN111321801B (zh) * | 2018-12-14 | 2023-08-01 | 力维拓有限责任公司 | 建筑和用于安装在建筑的分隔缝中的热绝缘的结构元件 |
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE8814638U1 (de) | 1988-11-24 | 1989-02-16 | Armo Gesellschaft für Bauelemente, Bau- und Wohnbedarf mbH, 4350 Recklinghausen | Nachträglich anbaubarer Balkon |
DE19630552C2 (de) * | 1996-07-18 | 1999-02-04 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung |
DE10007450A1 (de) * | 2000-02-18 | 2001-08-30 | Mea Meisinger Stahl & Kunststo | Montageträgersystem sowie Verfahren zur Befestigung eines Fertigbauteils an einem Gebäudeteil unter Verwendung des Montageträgersystems |
DE102006032444A1 (de) * | 2006-07-13 | 2008-01-17 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
-
2009
- 2009-07-17 DE DE200910033779 patent/DE102009033779A1/de not_active Ceased
-
2010
- 2010-07-19 WO PCT/EP2010/004388 patent/WO2011006674A2/fr active Application Filing
- 2010-07-19 EP EP10736623.9A patent/EP2486196B1/fr active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2575498A (en) * | 2018-07-12 | 2020-01-15 | Blackwood Benjamin | Universal concrete slab edge assembly |
EP3839162A1 (fr) | 2019-12-16 | 2021-06-23 | HALFEN GmbH | Composant thermo-isolant destiné à être utilisé dans une fente de séparation entre deux parties de construction et construction |
Also Published As
Publication number | Publication date |
---|---|
DE102009033779A1 (de) | 2011-01-20 |
WO2011006674A2 (fr) | 2011-01-20 |
EP2486196A2 (fr) | 2012-08-15 |
WO2011006674A3 (fr) | 2012-08-30 |
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