EP0866185B1 - Système d'isolation thermique - Google Patents

Système d'isolation thermique Download PDF

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Publication number
EP0866185B1
EP0866185B1 EP97118932A EP97118932A EP0866185B1 EP 0866185 B1 EP0866185 B1 EP 0866185B1 EP 97118932 A EP97118932 A EP 97118932A EP 97118932 A EP97118932 A EP 97118932A EP 0866185 B1 EP0866185 B1 EP 0866185B1
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EP
European Patent Office
Prior art keywords
building
thermal insulation
wall
insulation system
insulator 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.)
Expired - Lifetime
Application number
EP97118932A
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German (de)
English (en)
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EP0866185A2 (fr
EP0866185A3 (fr
Inventor
Michael Bähr
Walter Tschupak
Marcel Bégoc
Gerhard Trunz
Gilles Garnier
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.)
Schoeck Bauteile GmbH
Kesser SNC
Original Assignee
Schoeck Bauteile GmbH
Kesser SNC
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Publication date
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Publication of EP0866185A2 publication Critical patent/EP0866185A2/fr
Publication of EP0866185A3 publication Critical patent/EP0866185A3/fr
Application granted granted Critical
Publication of EP0866185B1 publication Critical patent/EP0866185B1/fr
Anticipated expiration legal-status Critical
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    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor

Definitions

  • the invention relates to a system for thermal insulation with an insulating, between a building wall and a branching one Component to be installed, consisting of an intermediate one insulating body to be installed with integrated reinforcement elements, which extend transversely to the insulating body through this and on both sides with the building wall or the branching component in Are operatively connected, at least part of the reinforcement elements on the side of the insulator facing the outside of the building is to be concreted into an edge beam with its overhang.
  • a system is known from DE-A-3542467.
  • Such insulation systems are known, for example, as so-called Clinker pad used, with the edge beam on the outside the wall of the building protrudes and the outside of the building is arranged above it cladding facing masonry.
  • the edge bar is through the insulating body of the horizontally branching component, i.e. the adjoining one Ceiling plate and the building wall, separated, but over the reinforcement elements connected to despite the thermal insulation serving distance between edge beams and ceiling slab sufficient load-bearing capacity for the facing masonry is available to deliver.
  • the present invention is based on the object the system for thermal insulation of the above Modify type so that it can be used for other applications is.
  • This object is achieved in that for insulation a component of the insulating body branching off inside the building at least predominantly outside the building wall cross-section is arranged on the inside and that the edge bar runs within the building wall cross-section.
  • the present invention now transfers the edge bar element for superimposing facing masonry on the present one Insulation problem.
  • the Edge beams not only to support the relatively low weight of the facing masonry and as a supported external component used, on the contrary, the edge beam is used as an anchoring component moved into the building wall and on this Edge beams suspended the entire ceiling slab or the inner wall connected.
  • the effective component forces from the edge beam coupled via the reinforcement elements added, with at least some of the reinforcement elements, namely in particular the tensile and shear bars in the Edge beams with their on the building exterior of the insulating body supernatants are concreted.
  • the anchoring length of the reinforcement elements expediently lengthened by being either perpendicular to their horizontal
  • the course is bent - in the case of tension and shear bars below - and thus run parallel to the outer wall of the building, or that they have vertical anchor plates at their ends, which in particular applies to the pressure rods.
  • the reinforcing bars there usually have a straight horizontal Show course.
  • the present invention relates to the thermal insulation of two types of branching components, namely on the one hand on a horizontal floor or ceiling plate and on the other hand a vertically branching inner wall.
  • a vertically branching inner wall At the bottom or The ceiling slab is the edge beam and that from the reinforcement elements and the insulating body existing component for thermal insulation also arranged in a horizontal direction, while in the vertical inner wall the elements mentioned above and the connected edge bar runs vertically.
  • the two types of components differ not only in their orientation from each other, but also in the reinforcement elements:
  • the floor or ceiling plate becomes a large part of it associated edge beams worn, which is why advantageously as Reinforcement elements tension, compression and shear bars installed to both the continuously acting weight forces also absorb any external impacts can; in contrast, the inner walls do not need to be necessarily from the vertical edge bar or the one surrounding it Building walls in the direction of tension and compression are relieved, essential in this context is the inclusion of Lateral forces that occur in both the horizontal and vertical directions can.
  • shear bars of both component plates can expediently be bent vertically and starting from Enter the edge bar into the insulating body at the top, sloping it downwards cross through and merge into the branching component below.
  • these shear bars can also be a mirror image of the former be arranged and thus for example from the branch Starting from the top, enter the component into the insulating body, at an angle cross down and merge into the edge beam below;
  • these transverse force bars are mirror images provided together with the first-mentioned shear bars to absorb forces in both directions.
  • two of the mirror images can be used Shear bars are integrally connected, the Connection is made via a loop-shaped course in the edge beam, and both interconnected shear bars in the insulating body cross.
  • the mirror plane is for the gradient the second group of shear bars arranged vertically in the insulating body.
  • the resulting stiffening cross transfers horizontal bwz. vertical relative movements between edge bars and component in both positive and negative directions and catches this by the correspondingly inclined in the insulating body Tension loaded shear bars. The same applies, of course, if each of the bars running in mirror image without connection in parallel Layers are arranged.
  • the insulating body installed on the inside of the building advantageously runs approximately flush with the remaining inner insulation the building wall, so that cold bridges are excluded are.
  • the inside of the insulating body protrudes expediently as far into the interior of the building as one along the Interior insulation attached to the building wall, with the insulating body in addition, it is best to totally outside of the building wall cross-section is arranged around the load-bearing underside of the ceiling edge beam not affect their size.
  • the inside the building wall it is also recommended that the on the inside end face of the edge beam runs offset to no continuous joint with the inside of the building wall form. This is not just constructive, but in particular also advantageous from a sound engineering point of view.
  • edge bar is narrower than the building wall, and that on the outside remaining space is filled with a storage part that expediently from a masonry stone of the same material how the outer wall of the building is to be applied to it Plaster evenly and corresponding to the building wall Surface to offer.
  • this Edge beams as separate from the surrounding building wall Component is formed, which can be done, for example, that a brick building wall has a corresponding one Has recess for the edge beam consisting of in-situ concrete; on the other hand, the edge beam can also be made in one piece with the building wall be connected and for example together with this be made of in-situ concrete, the edge bar only on the recognizable reinforcement for the branching component is.
  • the Tensile and compressive forces expediently by separate tensile and Pressure elements that can be rod-shaped.
  • Tension / compression reinforcement elements are also possible to combine Tension / compression reinforcement elements to be provided as being approximately medium Height of the insulator approximately horizontal bars are trained. As a result, they are between the print and the Traction zone arranged and can both types of force by one element record, taking care when positioning them must be that in the upper or lower edge area of the insulating body no gap too large compared to the edge beam or the branching Component due to any mutual inclination arises.
  • the plate on both sides of the insulating body in the adjacent components protrudes because this area is subject to tension and thereby prevents the formation of a gap between the insulating body and the concrete components can be.
  • These panels not only allow fire protection, but in particular also a sound insulation decoupling two floors or rooms.
  • These protective plates can to this end the ceiling panel or inner wall connection opposite the Seal the environment and to achieve fire protection from fire retardant or solid material. It is very general Recommended for the protective plates if they are made of plastic foam (for example polystyrene) or with appropriate fire protection Requirements from a mineral porous fiber insulation (e.g. mineral wool).
  • a joint tape is also arranged between the two concrete components crosses the insulating body and in both adjacent components is anchored and made of air and / or waterproof and tear-resistant Material can exist in terms of sound, moisture and Odor transmission the decoupling of the two floors or Ensure spaces.
  • FIG. 1 a system for thermal insulation is shown between a vertical building wall 1 and one branching from it horizontal ceiling plate 2 is arranged.
  • the thermal insulation system has an insulating component 3, which consists of an insulating body 4 with integrated reinforcing bars 5, 6, which is extend across this.
  • the insulating body for example, made of Fiber insulation or plastic foam is aligned with one Thermal insulation 7, which is arranged on the inside of the building wall 1 is.
  • the reinforcing elements 5, 6 crossing the insulating body are made from a combined tension / compression rod 5, which is approximately in the The middle of the height of the component 3 is arranged and for receiving of compressive and tensile forces, whereby it serves for better anchoring has terminal anchor plates 8.
  • a transverse force rod 6 is provided, which is in the insulating body 4th on its side facing the building exterior, there Coming from above to sloping down runs around the insulating body to leave on the inside of the building in the lower area and pass horizontally into the adjacent ceiling tile 2.
  • the insulating body 4 is made in several parts in order to insert the Reinforcement elements 5, 6 to facilitate.
  • the Partition plane between two parts of the Insulating body such that they with those running in the insulating body Reinforcing element sections coincide.
  • a ceiling edge beam 9 is provided, which with the building wall 1 is aligned and for transferring the support forces of the ceiling tile 2 serves on the building wall 1.
  • the transverse force rod 6 extends loop-shaped in the ceiling edge beams 9, after a horizontal course in the upper traction area near the outside is angled downwards in a vertical area and then there Crossing the almost complete height of the ceiling edge beam in the Printing area runs again on the ceiling plate 2.
  • This loop-shaped The course serves to increase the anchoring length of the Shear bars in the ceiling edge beam. Because the relatively narrow ceiling edge beam 9, which corresponds to the depth of the building wall 1 the total forces and moments exerted by the ceiling plate 2 record and transfer despite its limited dimensions can.
  • the thermal insulation system according to the invention the building wall together with the ceiling edge beam completely decoupled from the ceiling plate 2, so that the prevailing disadvantages of internal thermal insulation, for example, an unavoidable additional heat flow via the connection areas or condensation of water vapor in the corner areas.
  • the sequence when assembling the thermal insulation system according to the invention can look like this, for example:
  • the building wall 1 is bricked up to the floor, then it is used as a prefabricated component trained ceiling slab positioned using a support structure, where the reinforcement elements are already provided by the manufacturer on the ceiling slab 5, 6 and the insulating body 4 molded or molded are.
  • Connection reinforcement 10 used, consisting of several horizontally in the Level of the building wall extending bars, which at least partially rest on the reinforcement of the ceiling slab.
  • the ceiling edge beam 9 made of in-situ concrete, the insulating body 4 and the building wall 1 the other parts of the concrete formwork form. After the concrete has hardened, the building wall then further bricked up and finally removed the support structure and finally the inner insulation 7 added.
  • the thermal insulation system shown in Figure 2 corresponds in principle forth from that of Figure 1. Also here is between a ceiling tile 12 and a building wall 11 an insulating component 13 is arranged, that of an insulating body 14, from itself through the insulating body transverse shear rods 16 extending therefrom as well as in this Case not combined, but separate horizontally running Tension rods 15a and compression rods 15b.
  • the tension rods 15a run in the upper area of the ceiling panel 12 parallel to the latter Top and from there through the insulating body into one Ceiling edge beams 19 on the outside of the building Side of the insulating body is arranged in the building wall 11. After a horizontal course go in the ceiling edge beam 19 the tie rods 15a into a vertical course to similar to the Schiaufe of the shear bars 16, the shear bars 6 of Figure 1 correspond to achieve the required anchorage length.
  • the ceiling edge beam 19 is narrower formed as the building wall 11, the one on the outside remaining free space with a storage part 20 in the form of a masonry stone is filled in to be applied to the building wall 11 Plaster to offer a similar surface that the position of the ceiling tiles covered.
  • the push rods 15b extend parallel to the tension rods 15a lower ceiling tile area and stand up to the ceiling edge beams 19 before where they end with a terminal anchor plate 21.
  • the insulating body 14 from Figure 2 on its top and bottom protective plates 22a and 22b, which cover or seal it from the environment and, for example, fire-retardant or sound-absorbing Material. While the protective plate 22a is offset to the insulator sides runs and protrudes into the adjacent concrete components, closes the protective plate 22b flush with the outside of the Insulating body. Furthermore, the insulating body 14 is in the entry area of the transverse force rods 16 with those indicated by dashed lines in FIG. 2 Recesses 14a, 14b provided by a concrete cover and better introduction of force into the concrete of the bent rod areas already running in the insulating body is achieved.
  • Figure 3 shows a roughly the same as the thermal insulation system of Figure 2 Embodiment in sectional side view and figure 4 shows this design from FIG. 3 in a sectional plan view.
  • the component consists of a between the ceiling tile and the building wall arranged insulating body 34, from tension rods 35a Compression bars 35b and vertically angled shear bars 36. These reinforcing bars extend from the ceiling component through the insulating body in a ceiling edge beam 39 in one the type corresponding to the design from FIG. 2.
  • Shear bars 37a and 37b are provided, each approximately in the middle Height run and their bends in particular the horizontal section can be seen from Figure 4.
  • This horizontally angled Shear bars 37a and 37b run in different Horizontal planes.
  • the ceiling plate in FIG. 4 is wider Shear force rod 37a shown above also in FIG. 3 above of the other rod 37b, both rods being both cross in the insulating body and in the area of the edge beam 39 or overlap. Run to increase anchor length the bars in the edge beam over a certain distance parallel to the insulating body in opposite directions until they are adjacent Cross reinforcement elements 35a and 36.
  • transverse force bars 37a and 37b obliquely insulate the body 34 traverse, they will be parallel to the longitudinal extension in this area forces acting on the insulating body are each subjected to tension, whereby they also between the ceiling component 32 and the building wall 31 or the horizontal bar 39 occurring horizontal Intercept forces without causing them to bend would.
  • the tension rods 35a are within their course of the edge bar 39 is slightly different from the design from FIG 2 trained. So they are after their horizontal entry into the Edge bar 39 angled approximately U-shaped in the vertical plane, so that they are horizontal again in the lower edge bar area Insulating body taper.
  • the underside of the ceiling slab 32 consists of a prefabricated concrete slab 32a, which is also used as lost formwork for in-situ concrete the ceiling plate 32 acts. Otherwise the designs correspond from Figures 2 and 3 each other, for example by the insulating body 34 via horizontal Protective plates 22a and 22b are covered with respect to the environment and the ceiling edge beam 39 via a storage part 20 to the outside of the building is disguised.
  • FIG Insulating body 34 there is something below the protective plate 22a a joint tape 38 is arranged, which extends in the horizontal direction along the joint between ceiling edge beam 39 and ceiling tile 32 extends and is molded into these two components, so the The top of the joint is airtight and / or watertight from the bottom of the joint decouple.
  • This joint tape 38 can for example consist of a tear-resistant film material consist of both some relative movements between the two components as well as that when setting of the concrete occurring setting movements absorb in an elastic manner can.
  • FIG. 5 shows a further area of application of an inventive device Thermal insulation system in a sectional plan view and FIG. 6 the component used here for thermal insulation in cut Side view.
  • This further form of application concerns the connection an inner wall 41 to a building outer wall 42, which with an inner insulation 43 is provided. Now that the inner wall 41 has this insulation layer 43 must cross to 42 in the building outer wall
  • the thermal insulation system according to the invention has the ability to be anchored a component for thermal insulation 44 on the mechanical connection between the inner and outer wall and secondly ensures their thermal decoupling.
  • the reinforcement elements 47 consist of a U-shape angled shear bars that are in a horizontal plane starting from the inner wall through the insulating body in the Extend edge bars, there are angled U-shaped and parallel to run their first U-leg back into the inner wall 41. These shear bars are even over the height of the inner wall are used to absorb lateral and horizontal forces, which, for example, by setting movements when setting of the mortar or concrete or through to the outer or inner wall transmitted forces are caused.
  • the inner wall 41 Since the inner wall 41 is generally self-supporting, it does not have to be separate via tension and compression bars in the edge beam 46 of the building's outer wall be anchored, however, this may be the case with certain Certainly recommend constructions. Likewise, vertically angled shear bars are provided for relative movements or to absorb moments and forces in the vertical direction.
  • the edge bar 46 can - as shown in Figure 5 - in one slot-shaped recess of the outer wall 42 of the building Run inside the area of the inner wall connection, the
  • the outer wall is usually made of masonry bricks and the edge beams 46 be made from in-situ concrete.
  • the edge beam 46 together with the outer wall 42 made of in-situ concrete to produce, with both elements connected in one piece are.
  • the advantage of the present invention is that that even in buildings with internal insulation, building walls from horizontal components that branch off from it, such as ceiling panels or inner walls can be decoupled, so that the Indoor climate in such buildings with that of buildings External insulation corresponds to which such insulation problems in Transitional area between building walls and ceiling panels or inside walls are strange in themselves.
  • this becomes a kind of ring anchor used in the form of the ceiling edge beam, the ceiling tile on the building wall in a greatly reduced section Area, including the reinforcement elements such as shear force and Tension rods an angled or loop-shaped course exhibit.

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Claims (20)

  1. Système d'isolation thermique avec un élément de construction isolant à poser entre un mur de bâtiment et un composant de construction bifurquant à partir de celui-ci, constitué par un corps isolant à poser entre eux avec des éléments d'armature intégrés qui s'étendent transversalement par rapport au corps isolant à travers celui-ci et qui sont raccordés, des deux côtés, de manière active, au mur du bâtiment et au composant de construction bifurquant, au moins une partie des éléments d'armature devant être encastrée, dans du béton avec sa saillie, dans un entrait du côté du corps isolant orienté vers le côté extérieur du bâtiment,
       caractérisé en ce que
       pour l'isolation d'un composant de construction (2, 12, 32, 41) bifurquant du côté intérieur d'un bâtiment , le corps isolant (4, 14, 34, 45) est disposé au moins majoritairement à l'extérieur de la section transversale du mur du bâtiment (1, 11, 31, 42) sur le côté intérieur de celui-ci et en ce que l'entrait (9, 19, 39, 46) s'étend à l'intérieur de la section transversale du mur du bâtiment.
  2. Système d'isolation thermique selon la revendication 1,
       caractérisé en ce que le composant de construction bifurquant (2, 12, 32) est une dalle de plancher ou une dalle de plafond horizontale et en ce que cette dalle est appuyée sur le mur du bâtiment (1, 11, 31) par l'intermédiaire des éléments d'armature (5, 6, 15a, 15b, 16, 35a, 35b, 36, 37a, 37b) et les entraits (9, 19, 39) s'étendant dans le sens horizontal.
  3. Système d'isolation thermique selon la revendication 1,
       caractérisé en ce que le composant de construction bifurquant (41) est un mur intérieur vertical qui est ancré dans le mur du bâtiment (42) par l'intermédiaire des éléments d'armature (47) et de l'entrait (46) s'étendant dans le sens vertical.
  4. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que les éléments d'armature comprennent des barres d'efforts transversaux (6, 16, 36) pliées verticalement qui pénètrent par le haut dans le corps isolant (4, 14, 34) à partir de l'entrait (9, 19, 39), le traversent en biais vers le bas et pénètrent, en bas, dans le composant de construction bifurquant (2, 12, 32).
  5. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que les éléments d'armature comprennent des barres d'efforts transversaux (37a, 37b) pliées horizontalement qui, à partir du composant de construction bifurquant (32), pénètrent perpendiculairement dans le corps isolant (34) en s'étendant horizontalement, le traversent en biais dans le plan horizontal, en étant pliés et pénètrent dans l'entrait (39), en étant repliés dans le sens opposé.
  6. Système d'isolation thermique selon l'une des revendications 4 ou 5,
       caractérisé en ce que des barres d'efforts transversaux (37b) s'étendant de manière inversée sont prévues en plus des barres d'efforts transversaux (37a) pliées verticalement et/ou horizontalement.
  7. Système d'isolation thermique selon la revendication 6,
       caractérisé en ce que l'une des barres d'efforts transversaux respective est raccordée en une seule partie à une barre d'efforts transversaux s'étendant de manière inversée par rapport à elle, en ce que le raccordement se fait à l'aide d'un tracé en forme de boucle dans l'entrait et en ce que les deux barres d'efforts transversaux se croisent dans le corps isolant.
  8. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que le côté intérieur du corps isolant (4) déborde à l'intérieur du bâtiment au maximum à peu près sur la distance d'une isolation intérieure (7) disposée le long du mur du bâtiment (1).
  9. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que le corps isolant (4, 14, 34) est disposé entièrement à l'extérieur de la section transversale du mur du bâtiment (1, 11, 31).
  10. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que l'entrait (19, 39) est plus étroit que le mur du bâtiment (11, 31) et en ce que l'espace libre restant du côté extérieur est rempli par une pièce de fermeture (20), en particulier une brique faite du même matériau que le mur du bâtiment.
  11. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que l'absorption des forces de traction et de compression se fait à l'aide d'éléments d'armature de traction/compression combinés (5).
  12. Système d'isolation thermique selon la revendication 11,
       caractérisé en ce que les éléments d'armature de traction/compression combinés (5) sont conçus comme des barres s'étendant à peu près horizontalement à environ mi-hauteur du corps isolant (4).
  13. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que les éléments d'armature (5, 15b, 35b) portent des plaques d'ancrage (8, 21) aux extrémités.
  14. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que le corps isolant (14, 34) est recouvert par des plaques de protection (22a, 22b) contre l'environnement.
  15. Système d'isolation thermique selon la revendication 14,
       caractérisé en ce que les plaques de protection (22a, 22b) s'étendent au même niveau que le côté extérieur du composant de construction bifurquant (12, 32).
  16. Système d'isolation thermique selon la revendication 14,
       caractérisé en ce que la plaque de protection (22a) disposée du côté supérieur du corps isolant (14) fait saillie dans l'entrait (19) et/ou dans le composant de construction bifurquant (12) par rapport aux côtés extérieurs du corps isolant.
  17. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que, dans la zone du corps isolant (34), est disposée une bande couvre-joint (38) étanche à l'air et/ou à l'humidité qui s'étend entre l'entrait (39) et le composant de construction bifurquant (32) et qui est ancrée dedans.
  18. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que la surface extérieure de l'entrait (46) placée du côté intérieur du bâtiment et le côté intérieur du mur du bâtiment (42) s'étendent de manière décalée l'une par rapport à l'autre.
  19. Système d'isolation thermique selon au moins l'une des revendications précédentes,
       caractérisé en ce que l'entrait est raccordé au mur du bâtiment en une seule partie.
  20. Système d'isolation thermique selon au moins l'une des revendications précédentes 1 à 18,
       caractérisé en ce que l'entrait (9, 19, 39, 46) est conçu comme un composant de construction séparé du mur du bâtiment (1, 11, 31, 42).
EP97118932A 1997-03-18 1997-10-30 Système d'isolation thermique Expired - Lifetime EP0866185B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19711187 1997-03-18
DE19711187A DE19711187A1 (de) 1997-03-18 1997-03-18 System zur Wärmedämmung

Publications (3)

Publication Number Publication Date
EP0866185A2 EP0866185A2 (fr) 1998-09-23
EP0866185A3 EP0866185A3 (fr) 1999-04-28
EP0866185B1 true EP0866185B1 (fr) 2003-03-19

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EP97118932A Expired - Lifetime EP0866185B1 (fr) 1997-03-18 1997-10-30 Système d'isolation thermique

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EP (1) EP0866185B1 (fr)
AT (1) ATE234972T1 (fr)
DE (2) DE19711187A1 (fr)

Cited By (1)

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DE10063747A1 (de) 2000-12-21 2002-06-27 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
FR2827620B1 (fr) * 2001-07-23 2004-07-02 Knauf Snc Dispositif de liaison realisant,de maniere isolee thermiquement,la liaison entre au moins deux parois d'une construction,et procede de realisation d'un tel dispositif
FR2838759B1 (fr) * 2002-04-19 2005-05-06 Bouygues Batiment Assemblage d'un mur et d'une dalle de plancher et application a la construction d'immeuble a isolation thermique amelioree
CN100351472C (zh) * 2003-04-02 2007-11-28 石瑛 建筑墙体喷涂保温材料
DE102005040170A1 (de) * 2005-08-25 2007-03-01 Schöck Bauteile GmbH Bauelement zur Wärme- und/oder Schalldämmung
FR2910033B1 (fr) * 2006-12-15 2015-04-24 Applic Composants Guiraud Freres Soc Et "element de construction destine a etre positionne sur une paroi afin de constituer une partie d'un plancher d'etage, et isolant destine a etre accroche sur un tel element de construction"
DE102009044895A1 (de) * 2009-12-15 2011-06-16 Fischerwerke Gmbh & Co. Kg Befestigungsanordnung
FR3004740B1 (fr) * 2013-04-17 2015-09-18 Rector Lesage Dalle prefabriquee a rupture de pont thermique, procede de fabrication de ladite dalle prefabriquee, et procede de construction d'un plancher a partir de ladite dalle prefabriquee
FR3033809B1 (fr) 2015-03-17 2017-03-10 Kp1 Procede de traitement de ponts thermiques, element d'isolation thermique et element de liaison structurelle associes et predalle equipee de tels elements.
FR3033810B1 (fr) * 2015-03-17 2017-03-10 Kp1 Procede de traitement de ponts thermiques, element d'isolation thermique et element de liaison structurelle associes et predalle equipee de tels elements.
FR3057586B1 (fr) 2016-10-14 2022-07-08 Lesage Dev Procede de fabrication d'un balcon et balcon obtenu
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EP3070222B1 (fr) * 2015-03-17 2022-11-09 Kp1 Élément de construction préfabriqué et procédé de fabrication d'un tel élément de construction préfabriqué

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EP0866185A2 (fr) 1998-09-23
EP0866185A3 (fr) 1999-04-28
ATE234972T1 (de) 2003-04-15
DE59709574D1 (de) 2003-04-24
DE19711187A1 (de) 1998-09-24

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