EP3242980A1 - Module perfectionné formant rupteur de pont thermique pour bâtiments isolés par l'extérieur - Google Patents
Module perfectionné formant rupteur de pont thermique pour bâtiments isolés par l'extérieurInfo
- Publication number
- EP3242980A1 EP3242980A1 EP15817911.9A EP15817911A EP3242980A1 EP 3242980 A1 EP3242980 A1 EP 3242980A1 EP 15817911 A EP15817911 A EP 15817911A EP 3242980 A1 EP3242980 A1 EP 3242980A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plate
- module according
- contact
- front wall
- module
- 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.)
- Granted
Links
- 239000011810 insulating material Substances 0.000 claims abstract description 16
- 230000002787 reinforcement Effects 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims description 19
- 229910052751 metal Inorganic materials 0.000 claims description 11
- 239000002184 metal Substances 0.000 claims description 11
- 239000004809 Teflon Substances 0.000 claims description 7
- 229920006362 Teflon® Polymers 0.000 claims description 7
- -1 polytetrafluoroethylene Polymers 0.000 claims description 5
- 229920001343 polytetrafluoroethylene Polymers 0.000 claims description 5
- 239000004810 polytetrafluoroethylene Substances 0.000 claims description 5
- 229920000642 polymer Polymers 0.000 claims description 4
- 241000638935 Senecio crassissimus Species 0.000 claims description 3
- 230000001737 promoting effect Effects 0.000 claims description 3
- 229920001084 poly(chloroprene) Polymers 0.000 claims description 2
- 229920003051 synthetic elastomer Polymers 0.000 claims description 2
- 239000005061 synthetic rubber Substances 0.000 claims description 2
- 238000009740 moulding (composite fabrication) Methods 0.000 claims 5
- 238000009413 insulation Methods 0.000 description 8
- 229910001220 stainless steel Inorganic materials 0.000 description 7
- 239000010935 stainless steel Substances 0.000 description 7
- 239000004033 plastic Substances 0.000 description 4
- 229920003023 plastic Polymers 0.000 description 4
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000011084 recovery Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- BASFCYQUMIYNBI-UHFFFAOYSA-N platinum Chemical compound [Pt] BASFCYQUMIYNBI-UHFFFAOYSA-N 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 241000700608 Sagitta Species 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 239000004794 expanded polystyrene Substances 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052697 platinum Inorganic materials 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 230000001902 propagating effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
Definitions
- the field of the invention is that of the thermal insulation of buildings with concrete structure.
- the invention relates to the thermal insulation of such buildings from the outside (ITE).
- the invention thus relates to a module forming a thermal bridge breaker for treating the thermal bridges capable of forming at the junction between an inner floor slab and an external floor slab (such as a balcony slab or a loggia slab ) essentially horizontal.
- Thermal bridges are at the origin of high energy losses in buildings with concrete structures. These thermal bridges appear at the junctions between the internal structural elements (floors, walls of slit) and the walls of facade or da lles extending outside. In general, thermal bridge losses can account for up to 30-40% of the losses in the perimeter of buildings. As a result, one meter of thermal power not treated in France would be responsible for overconsumption per year of 77 kWh; 11 liters of fuel; 5 Kg of C0 2 rejected each year.
- thermal bridges are therefore a major challenge in terms of the improvement of energy efficiency of new buildings. This treatment is encouraged by the tightening of the normative constraints such as the new thermal regulation RT 2012 in force in France.
- thermal bridge breakers intended to be installed between a slab and a facade wall or between a wall of slit and a facade wall.
- interrupters intended to reduce the thermal bridges in the context of building insulation from the inside, it is known to use so-called "bar" cells comprising a block of parallelepiped insulating material traversed from one side to another. part by U-shaped metal bars whose ends protrude slab side and whose curved part protrudes side veil front. These metal bars are intended to take up the mechanical stresses that are tra nsmises pa r the slabs with which they cooperate.
- These thermal bar breakers are highly technical and require careful implementation otherwise this recovery of solicitations can be disrupted. They are also relatively difficult to put in place because they must be maintained during the casting of the da da of the balcony and the inner da ille simultaneously, no lateral movement should then be observed. Their implementation therefore implies a risk of poor structural stability of the balconies.
- Such a breaker is intended to be installed at the junction between a substantially horizontal slab and a substantially vertical façade veil, in particular between a floor slab and a façade veil, or between two substantially horizontal slabs, in particular between a balcony slab and a floor slab.
- thermal bridges persist at the junction between the slabs of the balconies and the corresponding interior floor slabs. Such thermal bridges reduce the effectiveness of the insulation.
- the outer slab is an external element resting on poles provided for this purpose and punctually connected to the building structure by anchoring means.
- This solution makes it possible to cover with insulation the outer wall of the facade walls of the buildings including in the extension of the interior slabs, that is to say without interruption.
- this solution requires the use of retaining posts visible balconies which assumes the adoption of a particular architectural bias.
- thermal bridge break devices "bar" between the balcony slab and the floor slab adapted for ⁇ such as that described in EP1832690.
- This breaker comprises a block of insulating material traversed from one side by metal bars of different lengths projecting symmetrically on each side of the insulating block and intended to be embedded in the concrete constituting the floor slab on the one hand and that constituting the balcony slab on the other hand.
- An object of the present invention is to provide a thermal bridge breaker module capable of forming at the junction between an inner floor slab and an external floor slab (such as a balcony slab or a loggia slab) essentially horizontal in the context of a thermal insulation of buildings from the outside which does not present at least some of the disadvantages mentioned above of the prior art.
- Yet another object of the present invention is to disclose such a module which, in at least some embodiments, is sealed.
- Another object of the present invention is to disclose such a thermal bridge breaker module which, in at least some embodiments, the setting in place is facilitated.
- Another object of the present invention is to disclose such a thermal bridge breaker module that effectively resists thermal expansion of the exterior floor slab.
- a module forming a thermal bridge breaker capable of forming at the junction between an inner floor slab and an exterior floor slab essentially horizontal, said module comprising an insulating material and bar-shaped reinforcements,
- said module comprising a substantially square or rectangular cross section tube assembly, said tube assembly having a front wall, a rear wall, an upper wall and a bottom wall, the front wall being intended to be positioned on the exterior floor slab side and the rear wall being intended to be positioned on the inner floor slab side, said insulating material being disposed inside said tube assembly and said bay-shaped frames traversed by said assembly forming said tube and said insulating material,
- said module being equipped with at least one first section having at least one horizontal plane core and at least one vertical plane wing, the ends of said first section being each provided with an end plate, the assembly consisting of said first section profile and said plates forming a buton,
- said bar-shaped reinforcements being disposed in the upper portion of said tube member, above said at least one buton;
- the combination of these last two characteristics allows the module to be able to perform its function efficiently and to avoid any deterioration in during use when the concrete slab of the exterior floor, such as a balcony floor slab, expands due to temperature variations.
- the characteristic that a platinum of the buton is in contact with the front face of the tube assembly, and therefore does not project at least not significantly from the front wall implies that this plate does not does not oppose a movement of the concrete of the external floor slab resulting from such thermal expansion thereof and the characteristic that the second section includes a sheet, by definition of small thickness, allows this profile to accompany this movement.
- the tube element of the module can be made of various rigid materials and in particular PVC.
- the profiles of the model are ava meta l ly meta l liq ues and, in practice, preferably in steel.
- the plates of the first profiles may be e te ut o u, as explained hereinafter in more detail only in part, metal, especially preferably steel.
- the insulating material will advantageously be selected from the group consisting of glass wool, rockwool, expanded polystyrene, extruded polystyrene, polyurethane.
- Bay-shaped erasures will preferably be meta l liq ues. However, it will also be possible to envisage making these reinforcements out of other materials such as composite materials.
- the module according to the invention is particularly suitable when the outer floor da is the corbelled balcony floor slab, including large span, giving rise to a large cantilever moment.
- the bar-shaped reinforcements take up the tensile forces of us at this moment.
- the number of these frames in the shape of ba rres and the diameter of bra nches of cel them are chosen according to the maximum chaparge likely to be supported by the balcony.
- the vertical shear force of the corbelled moment is taken up by the second sections and more specifically by the flat horizontal parts thereof.
- said plate in contact with said front wall is provided essentially in the plane thereof.
- the plate in question and the side with the tube shaped element are essentially coplanar so that the buton does not oppose the movement caused by the thermal di diation of the concrete. constituted the da for the outer layer.
- a sliding material such as a polymer of the polytetrafluoroethylene type, in particular of Teflon ® to facilitate movement of the outer floor slab relative to the module.
- said plate in contact with said front wall of the tube member is in contact with the rear face thereof.
- said plate in contact with said front wall of the tube member is in contact with the front face thereof.
- the first profile carrying said platen in contact with said front wall may be mounted with a game in said front wall and present in its middle part a flexible part allowing the platen to accompany the movement. linked to the thermic di ertion of the inner liner da.
- said platen in contact with said front wall preferably comprises an outer plate in contact with said front portion of the shaped tube member, an inner plate fixed to said first profile, said plates
- the outer and outer surfaces move in horizontal translation relative to one another.
- the affected surfaces of these internal plates and external may be coated with a sliding material such as a polytetrafluoroethylene type polymer, including Teflon ® to promote this mobility.
- said plate in contact with said front wall comprises an outer plate in contact with said front wall, an inner plate fixed to said first section, an intermediate layer provided between said inner plate and said outer plate promoting said horizontal translation of said outer and inner layers in relation to each other.
- Said intermediate layer will advantageously be made of a material selected from deformable materials such as synthetic rubbers, especially Neoprene ® , and sliding materials such as a polytetrafluoroethylene type polymer, especially Teflon ® .
- said plate in contact with the front wall of the profile comprises:
- an outer plate provided with at least one lumen, in contact with said front wall and,
- an inner plate provided with at least one lumen, fixed to said first section, said inner and outer plates being secured to one another by securing means.
- said at least one outer plate is preferably extended in its lower part and in its upper part by two fins gives it a sagitta U section.
- said outer plate and said fins are formed as a single piece of metal.
- Such fins make it possible to increase the stiffness of the assembly formed by the fins and the outer plate, to anchor this assembly in the concrete, to diffuse into the concrete efforts transmitted to this set and away from the breaker to limit the punching effect that may be caused by them.
- the invention proposes, in particular in its second and third variants detailed above, to organize the mobility of the buton plate in contact with said front wall of the tube member by rportport to the first section, and this in order to allow the module to be able to withstand the movements of the concrete constituting the external floor slab resulting from the thermal expansion thereof.
- said first profile has a horizontal flat core and two vertical flat wings conferring a substantially U-shaped cross section.
- said horizontal flat core is provided with at least one opening slot parallel to its longitudinal axis.
- opening slot means a slot, one end of which opens on an edge of the flat horizontal core.
- Such a slot allows the deformation of the horizontal flat core under the displacement imposed by the thermal expansion of the outer slab and thus allows the buton to absorb such a displacement without being damaged.
- the length of this slot will advantageously correspond to about a quarter to one third of the length of the horizontal flat core. It will preferentially endowed with a non-opening end of a piercing avoid spread by cracking da ns the rest of this pla me ne. Also advantageously, each end of said planar core will be provided with such an opening slot.
- said second profile has, at a first of its two ends, a first horizontal fin extending on the upper part of one side of said vertical sheet projecting from said front wall of said tube member and at the other of its ends, a second fin extending on the lower part of the opposite side of said vertical sheet projecting from said rear wall of said tube member.
- the central zone of the sheet designed not to project from the tube element is not endowed with a fin.
- said vertical sheet and said fins may advantageously be made of a one-piece metal part, simply made for example by folding a sheet of metal.
- said sheet has a thickness of between 2 mm and 6 mm, giving it the flexibility necessary to accompany the movement of the concrete constituting the external floor slab resulting from the thermal expansion thereof.
- the vertical sheet may be perforated so as to limit the heat losses that it may cause.
- said bar-shaped reinforcements are arranged in a horizontal plane, parallel to the upper and lower walls of the tube element, in the upper part of said tube element, above said at least one buton, the distance between said horizontal plane and the upper part of said buttresses being a function of the dimensions of the outer floor slab. In practice in most cases this distance will preferably be between 50 mm and 200 mm.
- lever arm between these frames and the bumpers is optimized, which allows a material gain and a stiffness gain of said module.
- FIG 1 shows a front perspective view of a thermal break module according to the invention
- FIG. 2 represents a rear perspective view of the thermal switch module shown in FIG. 1;
- FIG. 3 represents a perspective view of one of the second sections of the thermal break module shown in FIGS. 1 and 2;
- FIG. 4 represents a perspective view of an embodiment of the buttresses of a thermal break module according to the invention
- FIG. 5 represents an exploded perspective view of the butt shown in FIG. 4;
- FIG. 6 represents a partial sectional view of a thermal break module according to the invention in situ between an inner floor slab 2 and an external deck slab 3, at one of the buttresses made according to the method. embodiment shown in Figures 4 and 5;
- FIG. 7 represents a partial sectional view of a thermal breaker module according to the invention in situ between an inner floor slab 2 and an external floor slab 3, at a buton made according to another embodiment of FIG. production ;
- FIG 8 shows a partial sectional view of a thermal break module according to the invention in situ between an inner floor slab 2 and an external floor slab 3, at a buton made according to yet another embodiment of achievement;
- FIG 9 shows an exploded perspective view of another embodiment of buton
- FIG 10 is a perspective view of the butt shown in exploded mode in Figure 9;
- FIG. 11 represents a perspective view of a thermal bridge breaker module according to the invention including two buttresses as represented in FIGS. 8 and 9.
- a module 1 forming a thermal bridge breaker comprises an insulating material in the form of an insulating material 4, in this case an essentially parallelepipedal rock wool block. inside a tube assembly 6.
- This tube member 6 has a front wall 6a, a rear wall 6b, a second wall 6c, and a rear wall 6d.
- the material isola nt occupies essentially all the interior volume defined by these different walls.
- end plates are provided for cooperating with the ends of the shaped tube member 6 so as to form therewith a sealed casing. protecting the insulating material 4 (in Figures 1 and 2, the end plates are not shown to reveal the insulating material 4).
- the tube member 6 is made of PVC. This same material is used to form the end plates. It should be noted that, for other embodiments, it will be possible to use another type of plastic material than PVC.
- This tube member 6 is provided in its upper portion with lights 9 passing through the tube member and the block of insulating material from one side.
- Some of these lights 9 accommodate frames 5 in the form of metal bars.
- thermal switch module described is also traversed from one side by buttresses 15 which will be described below in more detail.
- the tube member 6 is provided with slots 19 in the shape of a U.
- the front portion 6a of the tube member 6, is extended by a lower longitudinal stop 7 promoting its wedging against a facade of a building.
- the front wall 6a and the lower longitudinal stop 7 are designed in one piece and therefore form a single plate.
- the second sections 20 have a sheet 21 extended by two fins 22, 23. These second sections are made by stamping a sheet of stainless steel.
- the first horizontal fin 22 extends on the upper part of one side of the vertical sheet 21 intended to protrude from the front wall 6a of the tube member 6.
- the second fin 23 extends over the part lower the opposite side of the vertical sheet 21 for projecting from said wall rear 6b of said tube member 6.
- the central area of the sheet, which is not intended to project from the tube member, is in turn devoid of fin.
- the second profiles 20 are designed in such a way that, once mounted in the tube element 6, their fin 22 projects from the front face 6a of the tube element 6 and their flap 23 protrudes from the rear face thereof, the sheet 21 traversing meanwhile through this tube member 6.
- the fins 22 and 23 are embedded in the concrete constituting outer and inner floor slabs respectively. They allow the efficient recovery of the shear forces caused by the external floor slab, such as a balcony floor slab or loggia exerting a moment of corbelling.
- the central area of the leaflets 21 without a fin can itself deform to absorb part of the forces generated by the thermal expansion of the external floor slab.
- buttresses 15 consist of a profile 10, each end of which is provided with an end plate 14,14a said plates being interconnected by pins 24 made of a plastic material.
- the profile 10 has a horizontal core 11 extended by two vertical flanges 12. The profile thus has a U-shaped cross section.
- the core 11 and the flanges 12 are made of one piece of stainless steel.
- the plate 14a is, as shown in Figure 6, intended to be in contact with the rear wall 6b of the block member 6 of the breaker. It is, in the present embodiment, stainless steel.
- the plate 14 is intended to be in contact with the front wall 6b of the block member 6.
- the plate 14 consists of three elements, namely: an external plate 141 stainless steel provided with two first lights 141a hosting the end of the pins 24;
- an inner plate 142 also made of stainless steel provided with two second lights 142a and welded to the profile 10;
- the outer plate is embedded in the concrete constituting the outer floor slab 3 of a balcony for example but the thermal expansion thereof is not countered by the butons, the inner and outer plates thereof being movable in horizontal translation relative to each other thanks to the presence of Teflon ® present therebetween.
- the outer plate 141 of the plate 14 is in contact with the front face of the wall 6a of the tube member 6. Such a variant facilitates the mounting of the buttresses 15 on this element.
- the outer plate 141 of the plate 14 may also be provided in contact with the rear face of the wall 6a of the tube member.
- buttresses in such a way that they each incorporate at their two ends two plates 14 and 14a simply constituted by a metal plate and a first section. 10 in two parts 101, 102 each comprising an inner plate 103, 104, between which a layer of sliding material 105 including polytetrafluoroethylene type such as Teflon ® is provided to allow the sliding of the portion 102 of the section carrying the plate 14 relative to the portion 101 of the section carrying the plate 14 a.
- a layer of sliding material 105 including polytetrafluoroethylene type such as Teflon ®
- the buttresses 15 shown are provided with end plates 14 and 14a made of stainless steel. welded to a U-shaped frame 10 also made of stainless steel.
- the plate 14 is constituted:
- an outer plate 1411 provided with two oblong slots 1411a, and is intended to be in contact with the front wall 6a of the tube member 6 and,
- an inner plate 142 provided with two circular lights 142a.
- the inner plates 1411 and outer 142 are secured to one another by fastening means comprising screws 24a.
- the outer plate 1411 is extended in its lower part and in its upper part by two fins 1411b conferring a sagittal section U.
- the end plate 14a is likewise provided with fins 1141b also conferring a U-shaped sagittal section.
- the flat horizontal core 11 of the section 10 is itself provided with two opening slots 11b parallel to its longitudinal axis and each opening at one end of said horizontal soul. These opening slots 11b are each provided at their non-emergent end with a hole 11c preventing them from propagating.
- the two opening slots 11c each extend at one end of the horizontal planar core 11 to a length corresponding to about a quarter of the length thereof.
- FIG. 11 represents a thermal bridge breaker module equipped with two stops 15 as shown in detail in FIGS. 9 and 10, and two sections 20 as shown in FIG. 3 projecting from both sides of the module. .
- the outer plates 1411 extended by the fins 1411b of the buttresses 15 project from the side with the tube member of the thermal bridge breaker module.
- These external plates 1411 extended by the fins 1411b are intended to be embedded in the concrete of an external floor slab during the casting thereof.
- the fins 1411b promote the anchoring of the module in the concrete.
- the butons of the profiles according to the invention while allowing nt to resume the compressive forces of the outer floor slab 3, do not oppose the thermal expansion thereof.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR1550151A FR3031528B1 (fr) | 2015-01-08 | 2015-01-08 | Module formant rupteur de pont thermique pour batiments isoles par l'exterieur |
FR1559065A FR3031533B1 (fr) | 2015-01-08 | 2015-09-25 | Module perfectionne formant rupteur de pont thermique pour batiments isoles par l'exterieur |
PCT/EP2015/081373 WO2016110435A1 (fr) | 2015-01-08 | 2015-12-29 | Module perfectionné formant rupteur de pont thermique pour bâtiments isolés par l'extérieur |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3242980A1 true EP3242980A1 (fr) | 2017-11-15 |
EP3242980B1 EP3242980B1 (fr) | 2018-11-21 |
Family
ID=53200071
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15817911.9A Active EP3242980B1 (fr) | 2015-01-08 | 2015-12-29 | Module perfectionné formant rupteur de pont thermique pour bâtiments isolés par l'extérieur |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP3242980B1 (fr) |
FR (2) | FR3031528B1 (fr) |
WO (1) | WO2016110435A1 (fr) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106193616B (zh) * | 2016-08-31 | 2018-06-12 | 哈尔滨达城绿色建筑技术开发股份有限公司 | 一种集块建筑限定型穿筋器及使用该穿筋器的穿筋方法 |
CN106193607B (zh) * | 2016-08-31 | 2018-06-08 | 哈尔滨达城绿色建筑技术开发股份有限公司 | 一种集块建筑装配化施工墙片穿筋方法与穿筋工具 |
GB2563085A (en) * | 2017-06-03 | 2018-12-05 | Insula Ltd | Connection and alignment of building elements |
GB2575498A (en) * | 2018-07-12 | 2020-01-15 | Blackwood Benjamin | Universal concrete slab edge assembly |
CN111663429B (zh) * | 2020-05-16 | 2024-09-20 | 中建钢构江苏有限公司 | 一种蝶型连接节点构件的制作方法 |
FR3125309A1 (fr) | 2021-07-18 | 2023-01-20 | Damien Gilliard | Dispositif et procédé pour la rupture thermique de seuil de porte. |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29615018U1 (de) * | 1996-08-29 | 1996-12-05 | Eisenhofer, André, Dipl.-Ing. (FH), 86150 Augsburg | Vorrichtung zur gemeinsamen Aufnahme von Druck- und Querkräften |
DE19640652A1 (de) * | 1996-10-02 | 1998-04-09 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung |
AT408675B (de) * | 1999-02-12 | 2002-02-25 | Avi Alpenlaendische Vered | Einrichtung zum anschliessen von kragplatten an eine wand- oder deckenkonstruktion |
DE102010034514A1 (de) * | 2010-08-16 | 2012-03-15 | Gerhard Horstmann | Modularer Dämmkörper |
FR2970722B1 (fr) * | 2011-01-20 | 2015-05-01 | Ouest Armatures | Profile parasismique a faible conductivite thermique et module formant rupteur de pont thermique equipe d'un tel profile. |
-
2015
- 2015-01-08 FR FR1550151A patent/FR3031528B1/fr not_active Expired - Fee Related
- 2015-09-25 FR FR1559065A patent/FR3031533B1/fr not_active Expired - Fee Related
- 2015-12-29 WO PCT/EP2015/081373 patent/WO2016110435A1/fr active Application Filing
- 2015-12-29 EP EP15817911.9A patent/EP3242980B1/fr active Active
Also Published As
Publication number | Publication date |
---|---|
FR3031528A1 (fr) | 2016-07-15 |
EP3242980B1 (fr) | 2018-11-21 |
WO2016110435A1 (fr) | 2016-07-14 |
FR3031533B1 (fr) | 2017-03-31 |
FR3031533A1 (fr) | 2016-07-15 |
FR3031528B1 (fr) | 2017-01-13 |
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