EP3656938B1 - Composant permettant le raccordement à pont thermique faible d'une partie extérieure en saillie à une enveloppe de bâtiment - Google Patents
Composant permettant le raccordement à pont thermique faible d'une partie extérieure en saillie à une enveloppe de bâtiment Download PDFInfo
- Publication number
- EP3656938B1 EP3656938B1 EP19201063.5A EP19201063A EP3656938B1 EP 3656938 B1 EP3656938 B1 EP 3656938B1 EP 19201063 A EP19201063 A EP 19201063A EP 3656938 B1 EP3656938 B1 EP 3656938B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchoring
- structural element
- reinforcement element
- anchoring portion
- anchoring section
- 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
- 238000004873 anchoring Methods 0.000 claims description 193
- 239000000463 material Substances 0.000 claims description 43
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 239000011151 fibre-reinforced plastic Substances 0.000 claims description 11
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims description 10
- 239000012212 insulator Substances 0.000 claims description 7
- 239000011248 coating agent Substances 0.000 claims description 6
- 238000000576 coating method Methods 0.000 claims description 6
- 239000004576 sand Substances 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 4
- 239000002245 particle Substances 0.000 claims 3
- 230000002787 reinforcement Effects 0.000 description 156
- 230000007704 transition Effects 0.000 description 27
- 239000004567 concrete Substances 0.000 description 21
- 230000015572 biosynthetic process Effects 0.000 description 14
- 238000005336 cracking Methods 0.000 description 9
- 230000005540 biological transmission Effects 0.000 description 6
- 239000002131 composite material Substances 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 6
- 230000003746 surface roughness Effects 0.000 description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004566 building material Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 239000011152 fibreglass Substances 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000004794 expanded polystyrene Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000005923 long-lasting effect Effects 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 235000011837 pasties Nutrition 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
Definitions
- Such components are well known from building construction. They are used, for example, to add a balcony to the building envelope.
- the rod-shaped reinforcement elements that cross the insulating body are each connected to the balcony and to the building envelope, whereby the insulating body is arranged in a joint between the balcony and the building envelope. Due to its insulating properties, the insulating body reduces thermal bridges between the balcony and the building envelope.
- both the building envelope in the connection area and the balcony are made of reinforced concrete, when the balcony is connected to the building envelope by means of the structural element, there is an overlap between the respective connecting reinforcement and the reinforcement element. Through this overlap the forces acting on the structural element can be transferred from the reinforcement element to the respective connection reinforcement.
- the anchoring section which is made of reinforcing steel and is arranged in the area outside the insulating body, and the central section must be connected to one another, which ultimately has a negative effect on the production costs and the production time of such multi-part reinforcement elements.
- one-piece reinforcement elements made of fiber-reinforced plastic with a larger diameter
- the local bond strength increases in the transition area between the joint and the adjacent components, so that the material can be overstressed in this area.
- overstressing can lead to cracking. This crack formation ultimately leads to instability in the connection of the protruding outer part to the building envelope.
- Figure 3 shows a partial representation of a first variant of the tensile reinforcement element 3 for use in the embodiment according to FIG Figure 1 .
- Both the first surface profile of the first anchoring section 5 and the second surface profile of the second anchoring section 6 are formed in the present variant of the tensile reinforcement element 3 as ribs running along the longitudinal axis of the anchoring sections 5, 6, which on the radial outer surface of the two anchoring sections 5, 6 to one another are formed in parallel.
- This tensile reinforcement element 3 has so-called negative ribs, which are produced in that an unribbed radial outer surface of the tensile reinforcement element 3 in the area of the two anchoring sections 5, 6 is provided with local radial depressions 51, 52, 61, 62.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
Claims (15)
- Elément structurel (1) destiné à rattacher à l'enveloppe (A) d'un bâtiment, avec faible pont thermique, une partie extérieure (B) en débord, comprenant au moins un corps isolant (2) conçu pour être interposé entre ladite partie extérieure (B) en débord et ladite enveloppe (A) du bâtiment, et au moins un élément d'armature (3) en matière plastique renforcée par des fibres, réalisé d'un seul tenant et revêtant la forme d'au moins un élément d'armature de traction, lequel élément d'armature (3) franchit ledit corps isolant (2), pour l'essentiel horizontalement et transversalement par rapport à la direction longitudinale horizontale de ce dernier, et peut être raccordé à ladite partie extérieure (B) et à ladite enveloppe (A) du bâtiment, ledit élément d'armature (3) comportant une zone médiane (4) qui traverse le corps isolant (2), fait saillie vis-à-vis dudit corps isolant (2), est pourvue, au moins dans cette région saillante, d'une réalisation pour l'essentiel à paroi lisse sur sa surface extérieure radiale, ou bien au moins en partie d'un gainage (8), et est munie, dans une région située à l'extérieur dudit corps isolant (2), d'au moins un premier tronçon d'ancrage (5) doté d'un premier profilage sur sa surface extérieure radiale,
caractérisé par le fait
que l'élément d'armature (3) comporte, entre la zone médiane (4) et le premier tronçon d'ancrage (5), un second tronçon d'ancrage (6) doté d'un second profilage de surface, le premier profilage de surface et le second profilage de surface présentant des propriétés géométriques et/ou matérielles différentes. - Elément structurel (1) selon la revendication 1,
caractérisé par le fait
que le premier profilage de surface et le second profilage de surface sont réalisés, indépendamment l'un de l'autre, sous la forme de nervures (53, 54, 63, 64) s'étendant, pour l'essentiel, radialement ou hélicoïdalement autour de l'axe longitudinal de l'élément d'armature (3), et/ou sous la forme d'un décapage au sable. - Elément structurel (1) selon la revendication 2,
caractérisé par le fait
que les nervures (53, 54) du premier profilage de surface et les nervures (63, 64) du second profilage de surface diffèrent les unes des autres quant à leur hauteur (h), quant à leur espacement mutuel (b), quant à leur pas de répartition (T), quant à l'angle d'inclinaison (a) des flancs desdites nervures, et/ou quant à leur forme, afin de provoquer à chaque fois entre l'enveloppe (A) du bâtiment et la partie extérieure (B) en débord, à l'état intégré dudit élément structurel (1), une force d'adhérence respectivement différente du premier tronçon d'ancrage (5), et du second tronçon d'ancrage (6), avec le matériau de ladite enveloppe du bâtiment qui entoure lesdits tronçons d'ancrage (5, 6), et avec ladite partie extérieure en débord. - Elément structurel (1) selon la revendication 3,
caractérisé par le fait
que la hauteur (h) des nervures et/ou l'espacement mutuel (b) desdites nervures est (sont) plus grand(e)(s), sur le premier tronçon d'ancrage (5), que sur le second tronçon d'ancrage (6). - Elément structurel (1) selon au moins l'une des revendications 3 ou 4,
caractérisé par le fait
que l'angle d'inclinaison (a) des flancs des nervures est plus petit, sur le premier tronçon d'ancrage (5), que sur le second tronçon d'ancrage (6). - Elément structurel (1) selon au moins l'une des revendications 2 à 5,
caractérisé par le fait
que la zone médiane (4), et les nervures (53, 54, 63, 64) du premier tronçon d'ancrage (5) et/ou du second tronçon d'ancrage (6), présente(nt) un diamètre pour l'essentiel identique. - Elément structurel (1) selon la revendication 2,
caractérisé par le fait
que le décapage au sable du premier profilage de surface et le décapage au sable du second profilage de surface diffèrent l'un de l'autre quant à la composition de leur sable, à leur granulométrie et/ou à la forme de leurs grains, afin de provoquer à chaque fois, à l'état intégré dudit élément structurel (1), une force d'adhérence respectivement différente du premier tronçon d'ancrage (5), et du second tronçon d'ancrage (6), avec le matériau de l'enveloppe du bâtiment qui entoure lesdits tronçons d'ancrage (5, 6), et avec la partie extérieure en débord. - Elément structurel (1) selon la revendication 6,
caractérisé par le fait
que la granulométrie du décapage au sable est plus grande, sur le premier tronçon d'ancrage (5), que sur le second tronçon d'ancrage (6). - Elément structurel (1) selon au moins l'une des revendications 1 à 7,
caractérisé par le fait
que la zone médiane (4) et/ou le premier tronçon d'ancrage (5) et/ou le second tronçon d'ancrage (6) présente(nt) des diamètres différant mutuellement. - Elément structurel (1) selon au moins l'une des revendications 1 à 8, caractérisé par le fait
que la zone médiane (4) fait saillie vis-à-vis du corps isolant (2), dans une direction substantiellement horizontale, d'une longueur L3 représentant du double au décuple d'un diamètre dM de ladite zone médiane (4) de l'élément d'armature (3). - Elément structurel (1) selon au moins l'une des revendications 1 à 9,
caractérisé par le fait
qu'une longueur L2 du second tronçon d'ancrage (6) représente du double au décuple, de préférence du quintuple au septuple du diamètre dM de la zone médiane (4) de l'élément d'armature (3). - Elément structurel (1) selon au moins l'une des revendications 1 à 10,
caractérisé par le fait
qu'une longueur L1 du premier tronçon d'ancrage (5) représente de dix fois à cinquante fois, préférentiellement de dix fois à quarante fois le diamètre dM de la zone médiane (4) de l'élément d'armature (3). - Elément structurel (1) selon au moins l'une des revendications 1 à 12,
caractérisé par le fait
que le gainage (8) est réalisé sous la forme d'une manchette tubulaire, pour l'essentiel à paroi mince, qui peut être emboîtée au moins sur la région saillante de la zone médiane (4). - Elément structurel (1) selon au moins l'une des revendications 1 à 13,
caractérisé par le fait
que le gainage (8) est réalisé sous la forme d'un revêtement pouvant être déposé, par pulvérisation ou par enduction, sur au moins la région saillante de la zone médiane (4). - Elément structurel (1) selon au moins l'une des revendications 1 à 14,
caractérisé par le fait
que ledit élément structurel (1) comporte, en plus des éléments d'armature de traction, des éléments (7) agissant sur des forces de pression et/ou des éléments agissant sur des forces transversales.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102018129207.4A DE102018129207A1 (de) | 2018-11-20 | 2018-11-20 | Bauelement zur wärmebrückenarmen Anbindung eines vorkragenden Außenteils an eine Gebäudehülle |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP3656938A1 EP3656938A1 (fr) | 2020-05-27 |
| EP3656938B1 true EP3656938B1 (fr) | 2021-01-20 |
Family
ID=68136235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP19201063.5A Active EP3656938B1 (fr) | 2018-11-20 | 2019-10-02 | Composant permettant le raccordement à pont thermique faible d'une partie extérieure en saillie à une enveloppe de bâtiment |
Country Status (6)
| Country | Link |
|---|---|
| US (1) | US20200157816A1 (fr) |
| EP (1) | EP3656938B1 (fr) |
| CA (1) | CA3059858A1 (fr) |
| DE (1) | DE102018129207A1 (fr) |
| HU (1) | HUE053531T2 (fr) |
| LT (1) | LT3656938T (fr) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH717894A2 (de) * | 2020-09-22 | 2022-03-31 | Peikko Group Oy | Wandbauelement, insbesondere Fassadenwand-Bauelement. |
| CN114109035B (zh) * | 2021-11-09 | 2023-03-21 | 中建一局集团第五建筑有限公司 | 一种二次植筋免植筋预埋盒及其施工方法 |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10121021A1 (de) * | 2001-04-28 | 2002-10-31 | Schoeck Entwicklungsgmbh | Bewehrungsstab aus faserverstärktem Kunststoff |
| DE102016113559A1 (de) * | 2016-07-22 | 2018-01-25 | Schöck Bauteile GmbH | Bauelement zur Wärmedämmung |
-
2018
- 2018-11-20 DE DE102018129207.4A patent/DE102018129207A1/de not_active Withdrawn
-
2019
- 2019-10-02 EP EP19201063.5A patent/EP3656938B1/fr active Active
- 2019-10-02 LT LTEP19201063.5T patent/LT3656938T/lt unknown
- 2019-10-02 HU HUE19201063A patent/HUE053531T2/hu unknown
- 2019-10-23 CA CA3059858A patent/CA3059858A1/fr active Pending
- 2019-11-19 US US16/688,134 patent/US20200157816A1/en not_active Abandoned
Non-Patent Citations (1)
| Title |
|---|
| None * |
Also Published As
| Publication number | Publication date |
|---|---|
| DE102018129207A1 (de) | 2020-05-20 |
| CA3059858A1 (fr) | 2020-05-20 |
| EP3656938A1 (fr) | 2020-05-27 |
| HUE053531T2 (hu) | 2021-07-28 |
| US20200157816A1 (en) | 2020-05-21 |
| LT3656938T (lt) | 2021-04-26 |
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