• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    Module (1) forming a thermal bridge breaker capable of forming at the junction between an inner floor slab and a floor slab comprising an insulating material (4), bar-shaped reinforcements (5), a tube assembly ( 6), being equipped with at least one first section whose ends are provided with a plate (14), the assembly constituted by said first profile and the plates forming a buton (15); characterized in that one of the plates (14) is in contact with said front wall (6a) of the tube member (6); and in that it comprises at least one second section (20) having a vertical sheet passing right through said tube assembly (6), said vertical sheet being extended at each of its ends by a horizontal flat part (22, 23) projecting from said tube assembly (6).
    公开号:FR3031533A1
    申请号:FR1559065
    申请日:2015-09-25
    公开日:2016-07-15
    发明作者:Franck Palas；Hugues Somja；Gac Benoit Le
    申请人:Keizh；Institut National des Sciences Appliquees INSA；
    IPC主号:
    专利说明:

    [0001] FIELD OF THE DISCLOSURE The field of the invention is that of the thermal insulation of buildings with a concrete structure. More specifically, 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. 2. PRIOR ART 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 sails of facade or the slabs extending to the outside. In general, losses from thermal bridges can account for up to 30 to 40% of losses through walls in a building. Thus, one meter of thermal bridge untreated in France would be responsible for overconsumption per year of 77 kWh; 111 of fuel; that is 5 Kg of CO2 rejected each year. The treatment of thermal bridges is therefore a major challenge in improving the energy performance 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.
    [0002] Professionals have therefore developed thermal bridge breakers intended to be installed between a slab and a facade wall or between a wall of slit and a facade wall. Among the switches intended to reduce thermal bridges in the context of insulating buildings from the inside, it is known to use so-called "bar" breakers comprising a block of parallelepiped insulating material traversed from one side to the other by bars. U-shaped metal whose ends protrude slab side and whose curved part protrudes side veil facade. These metal bars are intended to take up the mechanical stresses transmitted to them by the slabs with which they cooperate.
    [0003] 3031533 2 These thermal bar breakers are highly technical and require careful implementation otherwise this recovery of solicitations can be disrupted. They are moreover relatively difficult to implement because they must be maintained during the pouring of the balcony slab and the interior slab simultaneously, no lateral movement then having to be observed. Their implementation therefore implies a risk of poor structural stability of the balconies. Such a technique also poses problems for the treatment of the thresholds, the carpentry equipping them can not be put directly on the breaker. Their implementation then makes it problematic to respect the standards for access to buildings for people with reduced mobility. Also known is a bar breaker for insulation by the more efficient interior described in European Patent EP2292855 provided with the same type of bars but further including a protective housing, inside which the insulating material is protected during the installation of chaining of sail and / or slab, and during the pouring of the concrete, and which allows in particular to keep in time the intrinsic characteristics of the insulation (size, humidity, ...). This breaker is also equipped with profiles to take the shearing forces of the structure once the breaker installed. Its installation is facilitated compared to that of conventional bar thermal breakers.
    [0004] 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. In the context of the thermal insulation of buildings from the outside ("ITE") a difficulty lies in the fact that 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. To overcome this drawback, one solution is not to form the outer and inner slabs integrally. In this case, the external slab is an external element resting on poles provided for this purpose and punctually connected to the structure of the building 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.
    [0005] 3031533 3 However, this solution requires the use of retaining posts visible balconies which assumes the adoption of a particular architectural bias. It also involves the creation of foundations to support the retaining posts which represent a significant cost item.
    [0006] Finally, it involves the implementation of a sealing between the balconies and the building to prevent the runoff of rainwater to the lower balconies. Another solution is to implement thermal bridge break devices "bar" between the balcony slab and the floor slab adapted for the ITE, such as that described in EP1832690. This breaker comprises a block of insulating material through which metal bars of different lengths protruding symmetrically from each side of the insulating block and intended to be embedded in the concrete constituting the floor slab on the one hand and the constituent part the balcony slab on the other hand. As the bars of such breakers are the only structural links between the outer slab of the balcony and the inner floor slab, the rigidity of these breakers can be sufficiently low to cause large arrows, difficult in practice to counter. Such large arrows may involve particular issues of water evacuation balcony slabs. The effectiveness of this material is also very dependent on the good quality of concreting. 3. OBJECTIVES OF THE INVENTION An object of the present invention is to provide a thermal bridge breaker module capable of forming at the junction between an interior floor slab and an exterior floor slab (such as a floor slab). balcony 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 aforementioned disadvantages of the prior art. In particular, it is an object of the present invention to describe such a switch module that makes it possible to effectively take up the moment of corbelling (also called by the person skilled in the art "moment to embedding") generated by slabs 30 external corbelled balcony floor (ie positioned cantilever), while supporting the thermal expansion of such slabs. 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, placing 3031533 in place is facilitated. 4. Presentation of the invention. These objectives, as well as others which will appear thereafter, are achieved by the invention which relates to a thermal bridge breaker module capable of forming at the junction between an inner floor slab and an exterior floor slab. substantially horizontal, said module comprising 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 back wall, an upper wall and a bottom wall, the front wall being intended to be positioned on the outer 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 reinforcing bars; form of bars passing right through said tube assembly and said insulating material, said module being equipped with at least one first section having at least one horizontal planar core and at least one vertical planar flange, the ends of said first section each being provided with an end plate, the assembly constituted by said first profile and said buton-forming plates, said bar-shaped members being disposed in the upper portion of said tube member above said at least one buton; characterized in that one of said plates is in contact with said front wall; And in that it comprises at least a second section having a vertical sheet passing right through said tube assembly, said vertical horizontal sheet being extended at each of its ends by a horizontal flat portion projecting from said tube assembly. The combination of these latter two features enables the module to effectively perform its function and not to experience deterioration in use when the concrete slab of the exterior floor, such as a balcony floor slab, expands. because of temperature variations.
    [0007] Indeed, 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 this front wall, implies that this plate does not preclude movement of the concrete of the exterior floor slab resulting from such thermal expansion thereof and the feature that the second profile 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.
    [0008] The profiles of the module are advantageously metallic and, in practice, preferably made of steel. The plates of the first sections may be in their entirety or, 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. The bar-shaped reinforcements will preferably be metallic. However, it will also be possible to envisage making these reinforcements out of other materials such as composite materials.
    [0009] The module according to the invention is particularly suitable when the external floor slab is a corbelled balcony floor slab, particularly of large span, giving rise to a significant corbel moment. Indeed, thanks to such a thermal breaker module, the recovery of the corbelled moment of the balcony is ensured.
    [0010] More precisely, the bar-shaped reinforcements take up the tensile forces due at this moment. The number of these bar-shaped reinforcements and the diameter of the branches thereof are chosen according to the maximum load likely to be supported by the balcony. The compressive forces due at the time are taken up by the 30 butons. These compression forces are taken up by the plates which have for this purpose a sufficient contact surface with the concrete. The horizontal web of these butons 3031533 6 resumes the compression forces transmitted by the plates. According to the invention, they do not oppose the thermal expansion of the external floor slab. The vertical shear force of the corbelled moment is taken up by the second sections and more specifically by the flat horizontal parts thereof. According to a first variant of the invention, said plate in contact with said front wall is provided essentially in the plane thereof. According to such an embodiment, the plate in question and the front wall of the tube element are substantially coplanar so that the buton does not oppose the movement caused by the thermal expansion of the concrete constituting the external floor slab. . In such a case, it may be envisaged to coat the outer face of this plate with a sliding material such as a polymer of the polytetrafluoroethylene type, in particular Teflon® to facilitate the movement of the outer floor slab 15 relative to the module. . According to a second variant of the present invention, said plate in contact with said front wall of the tube member is in contact with the rear face thereof. According to a third variant of the present invention, said platen in contact with said front wall of the tube member is in contact with the front face thereof. According to this third variant, the first section bearing said platen in contact with said front wall may be mounted with a game in said front wall and have in its middle part a flexible portion allowing the plate 25 to accompany the movement related to the expansion thermal floor slab interior. However, according to the second and third variants, said plate in contact with said front wall preferably comprises an outer plate in contact with said front wall of the tube element, an inner plate fixed to said first section, said inner and outer plates being movable in horizontal translation relative to each other. The surfaces concerned of these internal and external plates 3031533 7 may be coated with a sliding material such as a polytetrafluoroethylene type polymer, including Teflon ® to promote this mobility. According to a particularly advantageous option, 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. said outer and inner layers relate to each other. Said intermediate layer will advantageously be made of a material chosen from deformable materials such as synthetic rubbers, in particular Neoprene®, and sliding materials such as a polymer of the polytetrafluoroethylene type, in particular Teflon®. Thus, 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 relative to the first section, in order to 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. In a preferred manner, said first profile has a horizontal flat core and two vertical flat wings conferring a substantially U-shaped cross section.
    [0011] According to a preferred variant of the invention, 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 element. and at the other end thereof a second fin extending over the lower portion of the opposite side of said vertical sheet projecting from said rear wall of said tube member. Thus, said vertical sheet and said fins may advantageously be made of a single piece of metal, simply made for example by folding a sheet of metal. Preferably, 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.
    [0012] According to one variant, the vertical sheet may be perforated so as to limit the heat losses that it may cause. Preferably, 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 external floor slab. In practice in most cases this distance will preferably be between 50 mm and 200 mm.
    [0013] Thus, the lever arm between these frames and the buttresses is optimized, which allows a material gain and a stiffness gain of said module. 4. List of Figures The invention, as well as the various advantages it presents, will be more easily understood thanks to the following description of embodiments thereof, given with reference to the drawings in which: FIG. 1 represents 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 breaker module according to the invention in position between an inner floor slab 2 and an external floor slab 3, at one of the buttresses made according to the method of FIG. 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 buttrum made according to a other embodiment; 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 buttrum made according to yet another embodiment. 5. DETAILED DESCRIPTION OF EMBODIMENTS OF THE INVENTION With reference to FIG. 1 and FIG. 2, a module 1 forming a thermal bridge breaker comprises an insulating material in the form of an insulating material 4. in this case a block of substantially parallelepipedal rockwool disposed within a tube assembly 6. This tube member 6 has a front wall 6a, a back wall 6b, an upper wall 6c and a lower wall 6d . The insulating material occupies essentially all the interior volume defined by these different walls.
    [0014] Finally, end plates are provided to cooperate with the ends of the tube member 6 so as to form therewith a sealed casing protecting the insulating material 4 (in FIGS. 1 and 2, the plates end 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 endplates. It will 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. Others of these lights 9 do not receive metal reinforcement. In this case, they are provided with plugs (not shown) so as to isolate the air they contain from the outside. They then constitute as many reserves to accommodate reinforcements in the form of additional bars.
    [0015] The thermal breaker module described is also traversed right through by buttresses 15 which will be described hereinafter in more detail.
    [0016] In order to accommodate these buttresses 15, the tube member 6 is provided with U-shaped slots 19. The front wall 6a of the tube member 6 is extended by a lower longitudinal stop 7 which promotes its wedging against a facade veil of a building.
    [0017] The front wall 6a and the lower stop 7 are designed in one piece and thus form only one plate. In the embodiment shown in Figures 1 and 2, two stops 15 are provided. An additional slot 19 is provided to accommodate an additional lug 15, if necessary. It will be noted that in other embodiments, the number of stops may vary, as may be the number of bar-shaped armatures 5. With reference to FIG. 3, the second sections 20 have a sheet 21 extended by two fins 22, 23. These second profiles are made by stamping folding of a stainless steel sheet.
    [0018] With reference to FIGS. 1 and 2, the second sections 20 are designed such that, once mounted in the tube element 6, their fin 22 projects from the front face 6a of the tube member 6 and their fin 23 protrudes from the rear face thereof, the sheet 21 passing through it through this tube member 6. Thus, once the module in situation, the fins 22 and 23 are embedded in the 20 concrete constituting outer and inner floor slabs respectively. They allow effective recovery of the sharp forces caused by the external floor slab, such as a balcony floor slab or loggia exerting a moment of corbelling. The sheets 21 having a small thickness, in practice advantageously between 2 mm and 6 mm, making them sufficiently flexible to accompany the movement of the concrete constituting the outer floor slab resulting from the thermal expansion thereof. With reference to Figures 4 to 6, a preferred embodiment of the butons 15 will now be described in detail. These 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 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. In this embodiment, the plate 14 consists of three elements, namely: an external steel plate 141 stainless 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; an intermediate layer 143, here in Teflon ®, provided with two third lights 143a. Thus, in situation, as shown in Figure 3, 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 due to the presence of Teflon ® present therebetween. Note that the lights of the plates 141, 142 and 143 are of equal sizes. The pins being made of plastic material, they do not have sufficient mechanical strength to oppose the horizontal translation mentioned in the previous paragraph.
    [0019] In this embodiment, 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. However, in another embodiment as shown in Figure 7, 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. It will also be possible to provide, in another embodiment as shown in FIG. 8, to design the buttresses in such a way that they integrate each at their two ends with two plates 14 and 14a simply constituted by a metal plate and a first profile 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 bearing the platinum 14 relative to the portion 101 of the section carrying the plate 14 a. Whatever their embodiment, the butons of the profile according to the invention, while allowing to resume the compression forces of the outer floor slab 3, do not oppose the thermal expansion thereof. 10
    权利要求:
    Claims (13)
    [0001]
    REVENDICATIONS1. Module (1) forming a thermal bridge breaker capable of forming at the junction between an essentially horizontal floorboard and an exterior floor slab, said module comprising an insulating material and bar-shaped reinforcements (5), said module (1) comprising a tube assembly (6) of substantially square or rectangular cross section, said tube assembly (6) having a front wall (6a), a back wall (6b), an upper wall (6c) and a wall lower (6d), the front wall (6a) 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 ( 6) and said bar-shaped reinforcements (5) passing right through said tube assembly (6) and said insulating material (4), said module (1) being equipped with a at least one first profile (10) having at least one horizontal planar core (11) and at least one vertical plane wing (12), the ends of said first profile (10) are each provided with a plate (14, 14a) of end, the assembly consisting of said first profile and said plates (14) forming a buton (15), said rod-shaped reinforcements being disposed in the upper part of said tube member (6), above said at least one a buton (15); characterized in that one of said plates (14) is in contact with said front wall (6a); and in that it comprises at least a second profile (20) having a vertical sheet (21) passing right through said tube assembly (6), said vertical sheet (21) being extended at each of its ends by a horizontal flat portion (22, 23) projecting from said tube assembly (6).
    [0002]
    2. Module according to claim 1 characterized in that said plate (14) in contact with said front wall (6a) is provided essentially in the plane thereof. 3031533 14
    [0003]
    3. Module according to claim 1 characterized in that said plate (14) in contact (14) with the front wall (6a) is in contact with the rear face thereof.
    [0004]
    4. Module according to claim 1 characterized in that said plate (14) in contact with said front wall (6a) is in contact with the front face thereof.
    [0005]
    5. Module according to claim 3 or 4 characterized in that said plate (14) in contact with said front wall (6a) comprises an outer plate (141) in contact with said front wall (6a), an inner plate (142) fixed to said first section 10 (10), said inner (141) and outer (142) plates being movable in horizontal translation relative to each other.
    [0006]
    6. Module according to claim 5 characterized in that said plate (14) in contact with said front wall (6a) comprises an outer plate (141) in contact with said front wall (6a), an inner plate (142) fixed said first profile (10), an intermediate layer (143) provided between said inner plate (142) and said outer plate (141) promoting said horizontal translation of said outer and inner layers relative to each other. 20
    [0007]
    7. Module according to claim 6 characterized in that said intermediate layer is made of a material selected from deformable materials such as synthetic rubbers, especially Neoprene®, and sliding materials such as a polytetrafluoroethylene type polymer, especially the Teflon ®. 25
    [0008]
    8. Module according to any one of claims 1 to 7 characterized in that said first profile has a horizontal flat core (11) and two vertical flat wings (12) conferring a substantially U-shaped cross section.
    [0009]
    9. Module according to claim 1 to 8 characterized in that said second section has, at a first of its two ends, a first horizontal fin (22) extending on the upper part of one side of said vertical sheet (21). ) protruding from said front wall (6a) of said tube member (6) and at the other end thereof a second fin (23) extending on the lower portion of the opposite side of said vertical leaf (21). ) protruding from said rear wall (6b) of said tube member (6).
    [0010]
    10. Module according to claim 9 characterized in that said vertical sheet (21) 5 and said fins (22, 23) form a one-piece metal part.
    [0011]
    11. Module according to any one of claims 1 to 10 characterized in that said vertical sheet (21) has a thickness of between 2 mm and 6 mm. 10
    [0012]
    12. Module according to any one of claims 1 to 11 characterized in that said vertical sheet (21) is perforated.
    [0013]
    13. Module according to any one of claims 1 to 12 characterized in that said rod-shaped reinforcements (5) are arranged in a horizontal plane 15 parallel to the upper (6c) and lower (6b) walls of the element forming tube (6), in the upper part of said tube member (6), above said at least one buton (15), the distance between said horizontal plane and the upper part of said buttresses being between 50 mm and 200 mm.
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    同族专利:
    公开号 | 公开日
    EP3242980A1|2017-11-15|
    EP3242980B1|2018-11-21|
    FR3031528A1|2016-07-15|
    FR3031533B1|2017-03-31|
    FR3031528B1|2017-01-13|
    WO2016110435A1|2016-07-14|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    DE29615018U1|1996-08-29|1996-12-05|Rojek Richard Prof Dr Ing|Device for the joint absorption of compressive and transverse forces|
    EP0834622A2|1996-10-02|1998-04-08|SCHÖCK BAUTEILE GmbH|Heat insulated connection between external concrete elements, particularly cantilever parts, and building|
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    EP2479354A1|2011-01-20|2012-07-25|Quest Armatures|A module forming a thermal-bridge breaker provided with a Z-profile member|
    DE102010034514A1|2010-08-16|2012-03-15|Gerhard Horstmann|Insulating structure for e.g. concrete balcony, has single or multi-piece composite box-shaped casing that includes insulation units filled with different insulation materials|CN106193607B|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|A kind of glomeration building prefabricated construction wall piece wears muscle method and wears muscle tool|
    CN106193616B|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|A kind of glomeration building limit type wears muscle device and wears muscle method using what this wore muscle device|
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    GB2575498A|2018-07-12|2020-01-15|Blackwood Benjamin|Universal concrete slab edge assembly|
    法律状态:
    2016-08-26| PLSC| Search report ready|Effective date: 20160826 |
    2016-09-27| PLFP| Fee payment|Year of fee payment: 2 |
    2017-09-08| TP| Transmission of property|Owner name: COHB INDUSTRIE, FR Effective date: 20170803 |
    2017-09-28| PLFP| Fee payment|Year of fee payment: 3 |
    2018-09-27| PLFP| Fee payment|Year of fee payment: 4 |
    2019-09-26| PLFP| Fee payment|Year of fee payment: 5 |
    2021-06-11| ST| Notification of lapse|Effective date: 20210506 |
    优先权:
    申请号 | 申请日 | 专利标题
    FR1550151A|FR3031528B1|2015-01-08|2015-01-08|THERMAL BRIDGE BREAKER MODULE FOR ISOLATED BUILDINGS OUTSIDE|EP15817911.9A| EP3242980B1|2015-01-08|2015-12-29|Improved module forming a thermal bridge breaker for externally insulated buildings|
    PCT/EP2015/081373| WO2016110435A1|2015-01-08|2015-12-29|Improved module forming a thermal bridge breaker for externally insulated buildings|
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