EP1892344A1 - Elément de construction thermo-isolant - Google Patents

Elément de construction thermo-isolant Download PDF

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Publication number
EP1892344A1
EP1892344A1 EP06017428A EP06017428A EP1892344A1 EP 1892344 A1 EP1892344 A1 EP 1892344A1 EP 06017428 A EP06017428 A EP 06017428A EP 06017428 A EP06017428 A EP 06017428A EP 1892344 A1 EP1892344 A1 EP 1892344A1
Authority
EP
European Patent Office
Prior art keywords
pressure
component according
longitudinal direction
structural part
insulating body
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
Application number
EP06017428A
Other languages
German (de)
English (en)
Other versions
EP1892344B1 (fr
Inventor
Klaus Fröhlich
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Leviat GmbH
Original Assignee
Halfen GmbH and Co KG
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Halfen GmbH and Co KG filed Critical Halfen GmbH and Co KG
Priority to DE502006001781T priority Critical patent/DE502006001781D1/de
Priority to EP06017428A priority patent/EP1892344B1/fr
Priority to PL06017428T priority patent/PL1892344T3/pl
Priority to AT06017428T priority patent/ATE410561T1/de
Publication of EP1892344A1 publication Critical patent/EP1892344A1/fr
Application granted granted Critical
Publication of EP1892344B1 publication Critical patent/EP1892344B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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 invention relates to a thermally insulating component for use in joints between two load-bearing structural parts with the features according to the preamble of claim 1.
  • thermally insulating components are used in a parting line between the two load-bearing building parts to be ordered.
  • the thermally insulating component comprises an insulating body, which fills in the assembled state, the parting line, and are passed through the pre-assembled state reinforcing elements transverse to the parting line, ie in a longitudinal direction.
  • the thermally insulating component has an upper tensile zone and a lower pressure zone, based on a predetermined by the intended installation position high direction due to an acting bending element. In these zones, reinforcing elements in the form of tie rods and pressure anchors adapted to the respective loads are arranged.
  • pre-assembly of such a thermally insulating component is to produce a plurality of reinforcing elements and to connect in a suitable manner with the insulating body. Shaping and spatial arrangement of the reinforcing elements is to be chosen such that they can absorb the forces acting in the parting line loads in the molded state. After pre-assembly with the insulator, the reinforcing elements are fixed in position. The result is a pre-assembled assembly, which is placed as an item at the site in position and cast with in-situ concrete.
  • the arranged in the pressure zone pressure anchor are made in known manner as individual parts and used depending on the intended load in a corresponding number and division in the insulating body as a finished item.
  • the insulating body must be provided with suitable recesses or openings, depending on the load case in Number, position and possibly size vary. Production and pre-assembly are complex and costly.
  • the invention has the object of developing a generic thermal insulating component such that at low cost manufacturing a simplified adaptation to the intended load case is possible.
  • thermally insulating component having the features of claim 1.
  • a thermally insulating component in which the insulating body has factory-inserted pairs of extending in the longitudinal direction and in the vertical direction intermediate walls, the pairs of partitions delimiting intermediate cavities, of which at least one part for filling with a pressure-resistant material for forming the pressure anchor is provided.
  • at least a part of the cavities is factory-filled with the pressure-resistant material.
  • a portion of the cavities with the pressure-resistant material and another portion of the cavities is suitably filled with an insulating material.
  • the arrangement according to the invention makes it possible to prefabricate the insulating body as a standardized part with a predetermined number of cavities per unit length.
  • the pair of partitions is part of a mold formed in the insulating body with additional end walls, wherein the mold is provided for pouring with the pressure-resistant material, in particular with a concrete, Faserbeton-, plastic or ceramic material.
  • the pouring of the mold allows the formation of complex shapes with little effort.
  • the pressure anchor is designed as a combined, flat in the longitudinal direction and in the vertical direction extending thrust-pressure armature, which has in the longitudinal direction opposite two end-face pressure surfaces and two transverse force projections.
  • the planar design of the combined thrust-pressure armature provides sufficient cross-sectional area to accommodate the pressure forces occurring in the pressure zone and to transfer from the second structural part to the first structural part.
  • the two-dimensional design produces a thrust field, which can absorb and transmit the acting shear stresses in its plane.
  • the two opposite transverse force projections ensure in the cast state for a safe initiation of acting in both parts of the building Transverse forces.
  • the combined thrust-pressure anchor requires only a small penetration depth into the two adjoining structural parts. In the preassembled state they stand only slightly above the insulating body. Overall, a compact design is found that is easy to manufacture and requires only a small footprint during storage and transport.
  • the partitions or the mold can be inexpensively made of plastic, and take over no significant shares of the loads occurring.
  • a pressure-resistant material such as fiber concrete, plastic or ceramic is to be chosen, which also withstands shear stresses.
  • the pressure anchor formed as a combined thrust-pressure anchor comprises a pressure element and a separate thrust element made of metal, in particular of sheet metal.
  • the thrust element is formed by the intermediate walls of the insulating body.
  • a pressure-resistant material can cost concrete or the like. Be selected, which does not have to endure shear loads. The thrust loads are absorbed by the pushers.
  • the partitions exercise here in a cost-saving manner a multiple function as a positioning, mold and pusher.
  • the lateral force projection assigned to the second structural part is lower, relative to the vertical direction, than the lateral force projection assigned to the first structural part.
  • This design takes into account the fact that initiated by the second part of the building transverse force from above points downward, while the opposing transverse force acts as a bearing force in the first building part in the opposite direction, ie from bottom to top. Even with a small thickness of the respective structural parts, in each case a sufficient material thickness of concrete remains on that side of the respective transverse force projection from which the respective transverse force acts.
  • the lateral force projection assigned to the second structural part is advantageously arranged in the region of a lower edge of the structural element and the transverse force projection assigned to the first structural part in the region of an upper edge of the structural element.
  • the lateral force projection assigned to the first structural part is close to or in the tensile zone. Avoiding a spatial collision with the arranged in the tension zone tie rod almost the full height of the two parts of the building is exploited. Overall, only a small height of the two parts of the building is required.
  • the pressure surface associated with the second structural part has a height with respect to the vertical direction that is less than a corresponding height of the pressure surface associated with the first structural part.
  • the smaller height on the side of the second part of the structure reduces the heat transfer through the combined push-pressure armature and thus supports the effect of the broken-off by him insulating.
  • the greater height on the side of the first part of the structure makes it possible in particular, the associated lateral force projection far into the tension zone and to position close to the tie rod, whereby the attacking from below lateral force in the first part of the construction can be safely initiated even at low height.
  • transverse force projection is expedient part of the pressure surface and protrudes in the longitudinal direction over one of the respective pressure surface associated base.
  • the transverse force projection thus acts equally as a force introduction element for the compressive forces occurring and also for the transverse forces.
  • the combined thrust-pressure armature has a width in the region of the pressure surface, which is greater than a width in the region of the insulating body, and in particular approximately that, relative to a lateral direction of the thermally insulating component that is transverse to the longitudinal direction and the vertical direction 1.5 times the width in the region of the insulating body.
  • the combined thrust-pressure armature can be made in its central region just so narrow that it carries the pressure and shear forces occurring with the required safety factor. The narrow design increases the thermal insulation effect.
  • the opposite widened version in the area of the pressure surface allows an improved introduction of force.
  • FIG. 1 shows a perspective view of a thermally insulating component 1 embodied according to the invention, comprising two approximately cuboid insulating bodies 5, 5 '.
  • the two insulating body 5, 5 ' are joined together according to arrows 24 to a common insulating body.
  • the box 25 may be made of plastic, wood, metal or the like.
  • As insulating material 26 is rock wool, plastic foam or the like. 'Provided.
  • each second mold 23 is filled with the pressure-resistant material 41, in this case concrete material, while the remaining further forms 23 'are filled with insulating material 26'.
  • These filled with concrete material forms 23 form reinforcing elements in the form of pressure anchors 9, which extend flat in the longitudinal direction 10 and in the vertical direction 11. It may also be appropriate a different numerical distribution of pressure anchors 9, in which, for example, all forms 23, 23 'are filled with the pressure-resistant material 41, without there insulating material 26' is used. Further reinforcing elements in the form of tie rods 8 are related to the vertical direction 11 passed through the upper insulating body 5 in the longitudinal direction 10 above. Below each of a tie rod 8 is ever a shape 23 or 23 'arranged. It may also be appropriate a different distribution ratio of tie rods 8 and pressure anchors 9.
  • the thermally insulating component 1 is provided for use in a parting line 2 between a first load-bearing structural part 3 and a second load-bearing structural part 4 as shown in FIG. 4.
  • the pressure anchors 9 are combined thrust-pressure anchors which receive thrust and pressure loads occurring in the parting line 2 (FIG. 4).
  • the pressure-resistant material 41 introduced into the molds 23 is a thrust and pressure-resistant fiber concrete.
  • fiber concrete and shear-and pressure-resistant plastic or ceramic can be used.
  • a pressure-resistant material 41 can then be simpler concrete or the like. Expedient that only pressure loads, but not shear stresses must withstand.
  • the thermally insulating component 1 with the insulating body 5, the tie rods 8, the molds 23, 23 'and the filled shear and pressure-resistant material 41 and the insulating material 26, 26' is prepared in the configuration of FIG. 1 in the factory and ready transported to the construction site. There it is so cast with the formation of the parting line 2 (Fig. 4) with in-situ concrete of the two building parts 3, 4, that in the Longitudinal direction 10 over the insulating body 5 protruding portions of the reinforcing elements in the concrete of the two structural parts 3, 4 are cast, wherein the thermal insulating body 5, the parting line 2 between the two structural parts 3, 4 fills. Further details of this will be described in more detail below in connection with FIG. 4.
  • the insulating body 5 has factory-inserted pairs of intermediate walls 36, 37 extending in the longitudinal direction 10 and in the vertical direction 11.
  • the pairs of intermediate walls 36, 37 each delimit an intermediate cavity 40. It may be simply designed, for example, planar partitions 36, 37 may be provided as individual parts, which are inserted into the insulating body 5 at regular intervals.
  • the pressure-resistant material 41 or the insulating material 26 ' is optionally used depending on the load occurring. These may be ready-prepared moldings or the like. It may also be advantageous initially to fill all cavities 40 in one operation, in particular together with the box 25 with the insulating material 26, 26 ', for example by foaming. Subsequently, the insulating material is then removed from those cavities 40, which are provided to form the pressure anchor 9.
  • the removed insulating material is then replaced by the pressure-resistant material 41.
  • the intermediate walls 36, 37 together with end walls 38, 39 upwardly and downwardly open forms 23, 23 '.
  • the shown cavities 40 of the molds 23 are factory-made with the pressure-resistant material 41, whereby a respective pressure anchor 9 is formed.
  • the cavities 40 of the molds 23 '(FIG. 1) are filled with the insulating material 26'. It may also be expedient to carry out the optional filling of the cavities 40 with the pressure-resistant material 41 or the insulating material 26 'on site at the construction site.
  • the molds 23, 23 ' can be made of plastic and do not exert any significant static function.
  • the loads acting in the pressure anchor 9 are absorbed exclusively by the pressure-resistant, possibly also shear-resistant material 41.
  • the molds 23, 23 ' are made of metal, in particular sheet steel, preferably of stainless steel sheet.
  • the inner cavity 40 between the intermediate walls 36, 37 is in particular completely filled with the pressure-resistant material 41, wherein a pressure element 21 is formed as part of the pressure anchor 9 for receiving pressure forces 30 shown in FIG.
  • Another part of the pressure armature 9 designed as a combined thrust-pressure armature is then the mold 23, whose partition walls 36, 37, which extend in the vertical direction 11 and in the longitudinal direction 10, respectively form thrust elements 22.
  • the pushers 22 are suitable and provided for receiving and transmitting transverse forces 31, 32 shown in FIG.
  • pressure-resistant material 41 can then be simpler concrete or the like. Expedient to withstand only compressive loads, but not shear stresses.
  • the pressure anchor 9 designed as a combined thrust-pressure armature has two front-side pressure surfaces 12, 13 which are opposite one another in the longitudinal direction 10 and also have two lateral force projections 14, 15 which are likewise opposite one another in the longitudinal direction 10.
  • the two end-face pressure surfaces 12, 13 and the two transverse force projections 14, 15 project in the longitudinal direction 10 via end faces 27, 28 of the insulating body 5.
  • the pressure anchor 9 has a lower edge 16 and an upper edge 17.
  • the lateral force projection 15 assigned to the second structural part 4 (FIG. 4) is arranged in the region of the upper edge 17 in the region of the lower edge 16 and the transverse force projection 14 assigned to the first structural part 3 (FIG. 4).
  • the lateral force projection 15 is lower than the transverse force projection 14 with respect to the vertical direction 11.
  • the mold 23 according to FIGS. 1 and 2 is shown in perspective as an individual part in FIG.
  • the thrust elements 22 formed by the intermediate walls 36, 37 of the mold 23 lie within the box 25 of the insulating body 5, not shown here.
  • the pressure anchor 9 formed in the lateral direction 20 has a width b 1 and in the range the inside of the insulating body 5 (Fig. 2) lying pushers 22 has a width b 2 .
  • the width b 1 in the region of the pressure surfaces 12, 13 is greater than the width b 2 in the region of the insulating body 5 (FIG. 2) and is in the shown embodiment, about 1.5 times the width b. 2
  • FIG. 4th Further features of the embodiment of FIG. 3 will be apparent from the illustration of FIG. 4th
  • FIG. 4 shows a cross-sectional view of the thermally insulating component 1 according to FIGS. 1 and 2 with the pressure armature 9 according to FIG. 3 shown in side view.
  • two load-absorbing structural parts 3, 4 formed substantially as flat plates
  • the longitudinal direction 10 adjoin one another. Between them remains a parting line 2, which is at least approximately completely filled by the insulating body 5 of the thermally insulating component 1.
  • the thermally insulating component 1 and the two structural parts 3, 4 are shown in the intended installation position, according to which the flat building parts 3, 4 extend in the longitudinal direction 10 and in the lateral direction 20 (FIG. 3).
  • the first building part 3 is in the illustrated embodiment, cast from concrete building ceiling, which is clamped according to static aspects firmly in the building, not shown.
  • a balcony floor plate as a second load-bearing structural part 4, which projects freely over and which is fixed by means of the thermally insulating component 1 on the first building part 3.
  • the weight force direction indicated by an arrow 34 in which the weight of the second structural part 4 acts.
  • the weight force acting on the second structural part 4 generates in the region of the parting line 2 a bending moment indicated by an arrow 33.
  • a tension zone 6 forms in the upper region of the structural parts 3, 4 and of the intermediate thermally insulating component 1 relative to the weight force direction 34 and a pressure zone 7 in the opposite, lower region.
  • Tensile forces which are indicated by arrows 29 prevail in the tension zone 6, while compressive forces indicated by arrows 30 in the pressure zone 7 act in the longitudinal direction 10 in each case.
  • acting in the region of the parting line 2 indicated by arrows 31, 32 transverse forces, which also follow from the weight load of the second structural part 4 in the direction of gravity 34 and are parallel to this.
  • the pressure anchor 9 extending in the longitudinal direction 10 and in the vertical direction 11 is provided, which is arranged at least in sections in the pressure zone 7.
  • a second type of reinforcing elements in the form of the tie rod 8 is arranged.
  • Other types of reinforcing elements are not provided. If, in a different embodiment, the pressure anchor 9 is designed solely for absorbing compressive forces but not for pushing forces, a third type of reinforcement element in the form of thrust carriers or the like may also be expedient.
  • the greater part of the pressure anchor 9 lies in the pressure zone 7. Only the lateral force projection 14 assigned to the first structural part 3 is almost directly below the overlying zone in the tension zone 7 Tie rod 8 arranged. In the installed position of Fig. 4 it can be clearly seen that the second structural part 4 associated lateral force projection 15 is lower with respect to the vertical direction 11 than the first structural part 3 associated lateral force projection 14. Above the transverse force projection 15 remains a residual height H 2 in the second Building part 4, by means of which the force resulting from the weight 34, indicated by the arrow 31 transverse force acts on the transverse force projection 15 and is introduced via this in the pressure anchor 9.
  • FIG. 4 can also be seen that the second structural part 4 associated pressure surface 13 with respect to the vertical direction 11 has a height h 2 , which is less than a corresponding height h 1 of the first building part 3 associated pressure surface 12. Die Pressure surface 13 is thus completely in the pressure zone 7, while the opposite pressure surface 12, although largely located in the pressure zone 7, but extends from here with the transverse force projection 14 in the tension zone 6. At the two pressure surfaces 12, 13 engage the pressure forces 30 opposite. you will be received within the pressure anchor 9 by the pressure element 21 indicated in FIGS. 2 and 3.
  • the two pressure surfaces 12, 13 each have a base surface 18, 19, over which the associated transverse force projection 14, 15 protrudes in the longitudinal direction 10.
  • the base surfaces 18, 19 and the transverse force projections 14, 15 merge into one another in the vertical direction 11.
  • at least the second structural part 4 associated, located in the pressure zone 7 transverse force projection 15 is not only intended to initiate the transverse force 31 acting thereon. Rather, it is also part of the pressure surface 13, so in addition takes on proportionately there the pressure forces 30 acting there.
  • the tie rods 8 are arranged in the tension zone 6. They run there rectilinearly parallel to the longitudinal direction 10 or parallel to the tensile forces acting there. They are cast with both ends projecting beyond the insulating body 5 into the concrete of the two structural parts 3, 4.
  • the tie rods 8 transmit the tensile forces 29 between the two structural parts 3, 4 in the tension zone 6 and thus take another Part of the resulting from the bending moment 33 stress.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Cooling Or The Like Of Semiconductors Or Solid State Devices (AREA)
  • Building Environments (AREA)
  • Thermistors And Varistors (AREA)
  • Thermal Insulation (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Insulated Conductors (AREA)
  • Polymers With Sulfur, Phosphorus Or Metals In The Main Chain (AREA)
EP06017428A 2006-08-22 2006-08-22 Elément de construction thermo-isolant Active EP1892344B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE502006001781T DE502006001781D1 (de) 2006-08-22 2006-08-22 Thermisch isolierendes Bauelement
EP06017428A EP1892344B1 (fr) 2006-08-22 2006-08-22 Elément de construction thermo-isolant
PL06017428T PL1892344T3 (pl) 2006-08-22 2006-08-22 Termoizolacyjny element konstrukcyjny
AT06017428T ATE410561T1 (de) 2006-08-22 2006-08-22 Thermisch isolierendes bauelement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP06017428A EP1892344B1 (fr) 2006-08-22 2006-08-22 Elément de construction thermo-isolant

Publications (2)

Publication Number Publication Date
EP1892344A1 true EP1892344A1 (fr) 2008-02-27
EP1892344B1 EP1892344B1 (fr) 2008-10-08

Family

ID=37591618

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06017428A Active EP1892344B1 (fr) 2006-08-22 2006-08-22 Elément de construction thermo-isolant

Country Status (4)

Country Link
EP (1) EP1892344B1 (fr)
AT (1) ATE410561T1 (fr)
DE (1) DE502006001781D1 (fr)
PL (1) PL1892344T3 (fr)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008113347A2 (fr) * 2007-03-22 2008-09-25 Bert Kolpatzik Élément d'isolation thermique
FR2948135A1 (fr) * 2009-07-16 2011-01-21 Ouest Armatures Module elementaire pour la construction de rupteur de ponts thermiques
FR2948134A1 (fr) * 2009-07-16 2011-01-21 Ouest Armatures Profile parasismique pour la construction de rupteur de ponts thermiques
WO2013021069A1 (fr) * 2011-08-11 2013-02-14 Schöck Bauteile GmbH Élément d'isolation thermique
FR2983497A1 (fr) * 2011-12-01 2013-06-07 Deltisol Dispositif d'interruption pour plancher en beton a poutrelles et entrevous.
EP2653625A1 (fr) 2012-04-20 2013-10-23 HALFEN GmbH Composant à isolation thermique
EP2679737A3 (fr) * 2012-06-29 2014-08-06 SCHÖCK BAUTEILE GmbH Élément de construction pour l'isolation thermique
EP2821558A1 (fr) * 2013-07-03 2015-01-07 F.J. Aschwanden AG Composant destiné à relier deux parties de bâtiment de façon thermiquement isolée
EP2937481A1 (fr) 2014-04-24 2015-10-28 HALFEN GmbH Élément de construction à isolation thermique
EP3202991A1 (fr) * 2016-02-03 2017-08-09 HALFEN GmbH Composant à isolation thermique
EP3225759A1 (fr) * 2016-04-01 2017-10-04 SCHÖCK BAUTEILE GmbH Élément de raccordement d'isolation thermique d'éléments de bâtiments verticaux reliés
CN108691366A (zh) * 2017-04-05 2018-10-23 哈尔芬有限公司 起热隔离作用的结构元件
EP4050170A1 (fr) 2020-12-04 2022-08-31 Leviat GmbH Construction pourvue d'élément thermoisolant

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3116381A1 (de) * 1981-04-24 1982-11-11 Eberhard 7570 Baden-Baden Schöck Waermedaemmelement fuer gebaeude mit vorkragenden wandteilen
EP1229176A2 (fr) * 2001-01-18 2002-08-07 Pecon AG Element de connexion pour dalle en porte-a-faux
EP1564336A1 (fr) * 2004-02-11 2005-08-17 HALFEN GmbH & CO. Kommanditgesellschaft Elément de construction thermo-isolant

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3116381A1 (de) * 1981-04-24 1982-11-11 Eberhard 7570 Baden-Baden Schöck Waermedaemmelement fuer gebaeude mit vorkragenden wandteilen
EP1229176A2 (fr) * 2001-01-18 2002-08-07 Pecon AG Element de connexion pour dalle en porte-a-faux
EP1564336A1 (fr) * 2004-02-11 2005-08-17 HALFEN GmbH & CO. Kommanditgesellschaft Elément de construction thermo-isolant

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008113347A3 (fr) * 2007-03-22 2009-06-04 Bert Kolpatzik Élément d'isolation thermique
WO2008113347A2 (fr) * 2007-03-22 2008-09-25 Bert Kolpatzik Élément d'isolation thermique
FR2948135A1 (fr) * 2009-07-16 2011-01-21 Ouest Armatures Module elementaire pour la construction de rupteur de ponts thermiques
FR2948134A1 (fr) * 2009-07-16 2011-01-21 Ouest Armatures Profile parasismique pour la construction de rupteur de ponts thermiques
EP2292855A1 (fr) * 2009-07-16 2011-03-09 Quest Armatures Module armé formant rupteur de pont thermiques pour dalles en béton
EP2319998A1 (fr) * 2009-07-16 2011-05-11 Quest Armatures Profilé parasismique pour module de rupteur de pont thermique et module de rupteur de pont thermique équipé d'au moins un tel profilé
US9435115B2 (en) 2011-08-11 2016-09-06 Schöck Bauteile GmbH Structural element for heat-insulating purposes
WO2013021069A1 (fr) * 2011-08-11 2013-02-14 Schöck Bauteile GmbH Élément d'isolation thermique
FR2983497A1 (fr) * 2011-12-01 2013-06-07 Deltisol Dispositif d'interruption pour plancher en beton a poutrelles et entrevous.
EP2653625A1 (fr) 2012-04-20 2013-10-23 HALFEN GmbH Composant à isolation thermique
US8733052B2 (en) 2012-04-20 2014-05-27 Halfen Gmbh Thermally insulating construction component
EP2653625B1 (fr) 2012-04-20 2018-11-21 HALFEN GmbH Composant à isolation thermique
EP2679737A3 (fr) * 2012-06-29 2014-08-06 SCHÖCK BAUTEILE GmbH Élément de construction pour l'isolation thermique
EP2679737B1 (fr) 2012-06-29 2015-09-30 SCHÖCK BAUTEILE GmbH Élément de construction pour l'isolation thermique
EP2821558A1 (fr) * 2013-07-03 2015-01-07 F.J. Aschwanden AG Composant destiné à relier deux parties de bâtiment de façon thermiquement isolée
EP2937481A1 (fr) 2014-04-24 2015-10-28 HALFEN GmbH Élément de construction à isolation thermique
EP3202991A1 (fr) * 2016-02-03 2017-08-09 HALFEN GmbH Composant à isolation thermique
EP3901385A1 (fr) * 2016-02-03 2021-10-27 HALFEN GmbH Composant thermo-isolant
EP3225759A1 (fr) * 2016-04-01 2017-10-04 SCHÖCK BAUTEILE GmbH Élément de raccordement d'isolation thermique d'éléments de bâtiments verticaux reliés
CN108691366A (zh) * 2017-04-05 2018-10-23 哈尔芬有限公司 起热隔离作用的结构元件
EP4050170A1 (fr) 2020-12-04 2022-08-31 Leviat GmbH Construction pourvue d'élément thermoisolant
EP4328395A2 (fr) 2020-12-04 2024-02-28 Leviat GmbH Construction avec élément de construction thermiquement isolant
EP4328394A2 (fr) 2020-12-04 2024-02-28 Leviat GmbH Construction avec élément de construction thermiquement isolant

Also Published As

Publication number Publication date
PL1892344T3 (pl) 2009-04-30
EP1892344B1 (fr) 2008-10-08
DE502006001781D1 (de) 2008-11-20
ATE410561T1 (de) 2008-10-15

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