EP0866185A2 - System zur Wärmedämmung - Google Patents
System zur Wärmedämmung Download PDFInfo
- Publication number
- EP0866185A2 EP0866185A2 EP97118932A EP97118932A EP0866185A2 EP 0866185 A2 EP0866185 A2 EP 0866185A2 EP 97118932 A EP97118932 A EP 97118932A EP 97118932 A EP97118932 A EP 97118932A EP 0866185 A2 EP0866185 A2 EP 0866185A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- thermal insulation
- insulating body
- building wall
- insulation system
- building
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000009413 insulation Methods 0.000 title claims abstract description 62
- 230000002787 reinforcement Effects 0.000 claims description 34
- 230000001681 protective effect Effects 0.000 claims description 14
- 230000006835 compression Effects 0.000 claims description 8
- 238000007906 compression Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 4
- 238000003860 storage Methods 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 3
- 238000010521 absorption reaction Methods 0.000 claims description 2
- 238000009421 internal insulation Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 2
- 239000012212 insulator Substances 0.000 description 7
- 238000011065 in-situ storage Methods 0.000 description 6
- 238000004873 anchoring Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 230000005494 condensation Effects 0.000 description 2
- 238000009833 condensation Methods 0.000 description 2
- 238000009422 external insulation Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000003063 flame retardant Substances 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 239000002984 plastic foam Substances 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 239000011358 absorbing material Substances 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000011343 solid material Substances 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 239000002937 thermal insulation foam Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
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
- E04B1/62—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 some of the reinforcement elements on the side of the insulator facing the outside of the building is to be concreted in with a protrusion in an edge beam.
- Such thermal insulation systems are known as so-called Clinker pad used, with the edge beam on the outside the wall of the building protrudes and the one on the outside of the building 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 theirs on the outside of the building 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 reinforcement bars are usually 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 beam run in the vertical direction.
- 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 that 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 take on 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 wall 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 traverse and go below into the branching component.
- 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 rods are mirror images provided together with the first-mentioned shear bars in order 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 due to the corresponding inclination 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 thus protrudes expediently at most as far into the interior of the building as one along the Building wall-mounted interior insulation, the insulating body in addition, it is best to totally outside the cross-section of the building wall 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 to the inside of the end face of the edge beam is offset 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 exists, in order to apply it to it Plaster evenly and corresponding to the building wall Surface to offer.
- edge beams as separate from the building wall surrounding it Component is formed, which can be done, for example, that a building wall made of bricks has a corresponding one Recess for the edge beam consisting of in-situ concrete has: 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 printing 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 protective plates are flush with the outside of the insulator ends with respect to the top of the ceiling panel connector arranged protective plate, it is particularly advantageous if the plate on both sides of the insulating body in the adjacent components protrudes because this area is under 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 for this the ceiling plate 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, from 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 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, runs diagonally down to the insulator 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 to transmit 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, must the total forces and moments exerted by the ceiling plate 2 record and transmit 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 tile 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.
- This is followed by a 9 in the area of the later ceiling edge beam Connection reinforcement 10 used, consisting of several horizontally in the Level of the building wall extending bars, which at least partly 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.
- the building wall 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 region of the ceiling panel 12 parallel to the latter Top and from there through the insulating body into one Ceiling edge beam 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 that Loop 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.
- 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 bars 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 from 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 the 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 rods 37a and 37b obliquely insulate the body 34 traverse, they will be parallel to the longitudinal extent in this area forces acting on the insulating body are each subjected to tension, whereby they are 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 application of an inventive Thermal insulation system in a sectional plan view and FIG. 6 the component used for thermal insulation in cut Side view.
- This further application relates to 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 that 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 apply to 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 in 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 manufacture, 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 of horizontal components branching off from it, such as Ceiling panels or inner walls can be decoupled, so that Indoor climate in such buildings with that of buildings External insulation corresponds to which such insulation problems in Transition area between building walls and ceiling panels or Interior 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, which is why the reinforcement elements such as shear and Tension rods an angled or loop-shaped course exhibit.
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Abstract
Description
- Figur 1
- ein erfindungsgemäßes vereinfachtes Wärmedämmsystem für Deckenplatten in geschnittener Seitenansicht;
- Figur 2
- eine alternative Bauform eines erfindungsgemäßen Wärmedämmsystems für Deckenplatten ebenfalls in geschnittener Seitenansicht;
- Figur 3
- eine Alternative zur Bauform aus Figur 2 in etwas aufwendigerer Bewehrungselementbestückung in geschnittener Seitenansicht;
- Figur 4
- die Bauform aus Figur 3 in Draufsicht;
- Figur 5
- ein erfindungsgemäßes Wärmedämmsystem für den Anschluß von Innenwänden in geschnittener Draufsicht; und
- Figur 6
- das Wärmedämmsystem aus Figur 5 in geschnittener Seitenansicht.
Claims (20)
- System zur Wärmedämmung mit einem isolierenden, zwischen einer Gebäudewand und einem hiervon abzweigenden Bauteil einzubauenden Bauelement, bestehend aus einem dazwischen zu verlegenden Isolierkörper mit integrierten Bewehrungselementen, die sich quer zum Isolierkorper durch diesen hindurch erstrecken und beidseits mit der Gebäudewand bzw. dem abzweigenden Bauteil in Wirkverbindung stehen, wobei zumindest ein Teil der Bewehrungselemente auf der zur Gebäudeaußenseite weisenden Seite des Isolierkörpers mit ihrem Überstand in einen Randbalken einzubetonieren ist,
dadurch gekennzeichnet,
daß zur Dämmung eines gebäudeinnenseitig abzweigenden Bauteils (2, 12, 32, 41) der Isolierkörper (4, 14, 34, 45) zumindest überwiegend außerhalb des Gebäudewandquerschnittes (1, 11, 31, 42) an deren Innenseite angeordnet ist und daß der Randbalken (9, 19, 39, 46) innerhalb des Gebäudewandquerschnittes verläuft. - System zur Wärmedämmung nach Anspruch 1,
dadurch gekennzeichnet,
daß das abzweigende Bauteil (2, 12, 32) eine horizontale Boden- oder Deckenplatte ist, und daß diese Platte über die Bewehrungselemente (5, 6, 15a, 15b, 16, 35a, 35b, 36, 37a, 37b) und den in Horizontalrichtung verlaufenden Randbalken (9, 19, 39) an der Gebäudewand (1, 11, 31) aufgelagert ist. - System zur Wärmedämmung nach Anspruch 1,
dadurch gekennzeichnet,
daß das abzweigende Bauteil (41) eine vertikale Innenwand ist, die über die Bewehrungselemente (47) und den in Vertikalrichtung verlaufenden Randbalken (46) in der Gebäudewand (42) verankert ist. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Bewehrungselemente vertikal abgebogene Querkraftstäbe (6, 16, 36) umfassen, die ausgehend vom Randbalken (9, 19, 39) oben in den Isolierkörper (4, 14, 34) eintreten, ihn schräg nach unten durchqueren und unten in das abzweigende Bauteile (2, 12, 32) übergehen. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Bewehrungselemente horizontal abgebogene Querkraftstäbe (37a, 37b) umfassen, die ausgehend vom abzweigenden Bauteil (32) horizontal verlaufend senkrecht in den Isolierkörper (34) eintreten, ihn in der Horizontalebene abgewinkelt schräg durchqueren und in die Gegenrichtung abgewinkelt in den Randbalken (39) übergehen. - System zur Wärmedämmung nach einem der Ansprüche 4 oder 5,
dadurch gekennzeichnet,
daß zusätzlich zu den vertikal und/oder horizontal abgebogenen Querkraftstäben (37a) spiegelbildlich verlaufende Querkraftstäbe (37b) vorgesehen sind. - System zur Wärmedämmung nach Anspruch 6,
dadurch gekennzeichnet,
daß jeweils einer der Querkraftstäbe mit einem hierzu spiegelbildlich verlaufenden Querkraftstab einstückig verbunden ist, daß die Verbindung über einen schlaufenförmigen Verlauf im Randbalken erfolgt, und daß sich die beiden Querkraftstäbe im Isolierkörper kreuzen. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Innenseite des Isolierkörpers (4) maximal etwa soweit in das Gebäudeinnere ragt wie eine längs der Gebäudewand (1) angebrachte Innenisolierung (7). - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß der Isolierkörper (4, 14, 34) total außerhalb des Gebäudewandquerschnittes (1, 11, 31) angeordnet ist. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß der Randbalken (19, 39) schmäler ist als die Gebäudewand (11, 31) und daß der an der Außenseite verbleibende Freiraum mit einem Abstellteil (20), insbesondere einem Mauerwerkstein desselben Materials wie die Gebäudewand, gefüllt ist. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Aufnahme der Zug- und Druckkräfte durch kombinierte Zug/Druck-Bewehrungselemente (5) erfolgt. - System zur Wärmedämmung nach Anspruch 11,
dadurch gekennzeichnet,
daß die kombinierten Zug/Druck-Bewehrungselemente (5) als in etwa mittlerer Höhe des Isolierkörpers (4) ungefähr horizontal verlaufende Stäbe ausgebildet sind. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die Bewehrungselemente (5, 15b, 35b) endständige Ankerplatten (8, 21) tragen. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß der Isolierkörper (14, 34) gegenüber der Umgebung mit Schutzplatten (22a, 22b) abgedeckt ist. - System zur Wärmedämmung nach Anspruch 14,
dadurch gekennzeichnet,
daß die Schutzplatten (22a, 22b) bündig mit der Außenseite des abzweigenden Bauteiles (12, 32) verlaufen. - System zur Wärmedämmung nach Anspruch 14,
dadurch gekennzeichnet,
daß die an der Oberseite des Isolierkörpers (14) angeordnete Schutzplatte (22a) gegenüber den Außenseiten des Isolierkörpers in den Randbalken (19) und/oder das abzweigende Bauteil (12) vorsteht. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß im Bereich des Isolierkörpers (34) ein luft- und/oder feuchtigkeitsdichtes Fugenband (38) angeordnet ist, das sich zwischen Randbalken (39) und abzweigendem Bauteil (32) erstreckt und in diesen verankert ist. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß die auf der Gebäudeinnenseite liegende Stirnfläche des Randbalkens (46) und die Innenseite der Gebäudewand (42) zueinander versetzt verlaufen. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
dadurch gekennzeichnet,
daß der Randbalken einstückig mit der Gebäudewand verbunden ist. - System zur Wärmedämmung nach zumindest einem der vorstehenden Ansprüche,
daß der Randbalken (9, 19, 39, 46) als von der Gebäudewand (1, 11, 31, 42) separates Bauteil ausgebildet ist.
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 true EP0866185A2 (de) | 1998-09-23 |
EP0866185A3 EP0866185A3 (de) | 1999-04-28 |
EP0866185B1 EP0866185B1 (de) | 2003-03-19 |
Family
ID=7823741
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97118932A Expired - Lifetime EP0866185B1 (de) | 1997-03-18 | 1997-10-30 | System zur Wärmedämmung |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0866185B1 (de) |
AT (1) | ATE234972T1 (de) |
DE (2) | DE19711187A1 (de) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1148179A1 (de) * | 2000-04-17 | 2001-10-24 | MEA MEISINGER Stahl und Kunststoff GmbH | Wärmedämmendes, brandgeschütztes Anschlussbauteil zum Anschluss eines getragenen an ein tragendes Bauteil und Verfahren zu seiner Verbindung |
FR2827620A1 (fr) * | 2001-07-23 | 2003-01-24 | 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 |
EP1355013A1 (de) * | 2002-04-19 | 2003-10-22 | Bouygues Batiment | Verbindung zwischen einem Deck und einer Wand und isoliertes Gebäude so hergestellt |
CN100351472C (zh) * | 2003-04-02 | 2007-11-28 | 石瑛 | 建筑墙体喷涂保温材料 |
EP1757744A3 (de) * | 2005-08-25 | 2008-03-05 | SCHÖCK BAUTEILE GmbH | Bauelemnent zur Wärme-und/oder Schalldämmung |
FR2910033A1 (fr) * | 2006-12-15 | 2008-06-20 | Applic Composants Guiraud Frer | "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" |
EP2792806A1 (de) * | 2013-04-17 | 2014-10-22 | Lesage, Rector | Vorgefertigte Platte mit unterbrochener Wärmebrücke, ihr Herstellungsverfahren und Baumethode einer Decke mit einer solchen Platte |
EP3070220A1 (de) | 2015-03-17 | 2016-09-21 | Kp1 | Verfahren zur behandlung von wärmebrücken, entsprechendes wärmeisolationselement und entsprechendes strukturelles verbindungselement sowie mit diesen elementen ausgerüstete schal-betonplatte |
EP3070221A1 (de) | 2015-03-17 | 2016-09-21 | Kp1 | Verfahren zur behandlung von wärmebrücken, entsprechendes wärmeisolationselement und entsprechendes strukturelles verbindungselement sowie mit diesen elementen ausgerüstete schal-betonplatte |
EP3309312A1 (de) | 2016-10-14 | 2018-04-18 | Lesage Developpement S.A.S. | Verfahren zur herstellung von balkon und so gewonnener balkon |
EP4414511A1 (de) * | 2023-02-08 | 2024-08-14 | Max Frank GmbH & Co. KG | Anschlusselement für lasteinleitende bauteile |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10063747A1 (de) | 2000-12-21 | 2002-06-27 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung |
DE102009044895A1 (de) * | 2009-12-15 | 2011-06-16 | Fischerwerke Gmbh & Co. Kg | Befestigungsanordnung |
ES2936722T3 (es) * | 2015-03-17 | 2023-03-21 | Kp1 | Elemento de construcción prefabricado y procedimiento para fabricar dicho elemento de construcción prefabricado |
CA3088299A1 (en) * | 2018-01-10 | 2019-07-18 | Jencol Innovations, Llc | Thermal break for concrete slabs |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3542467A1 (de) * | 1985-11-30 | 1987-06-04 | Camino Handelsgesellschaft Mbh | Bausatz fuer eine stahlbeton-konsole zum abfangen eines verblendmauerwerks |
DE4302682A1 (de) * | 1993-02-01 | 1994-08-04 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung |
DE19502712A1 (de) * | 1995-01-28 | 1996-10-02 | Dennert Kg Veit | Deckenplatte für Gebäude |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3469930D1 (en) * | 1984-04-16 | 1988-04-21 | Zumbrunn & Junker Ag Ingenieur | Enclosure for formwork for thermally insulating the passage between a concrete wall and a ceiling |
DE4300181C2 (de) * | 1993-01-07 | 2001-11-29 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung bei Gebäuden |
DE4424526A1 (de) * | 1993-07-14 | 1995-01-19 | Dennert Kg Veit | Fertigteil-Deckenplatte für Gebäude |
-
1997
- 1997-03-18 DE DE19711187A patent/DE19711187A1/de not_active Withdrawn
- 1997-10-30 EP EP97118932A patent/EP0866185B1/de not_active Expired - Lifetime
- 1997-10-30 AT AT97118932T patent/ATE234972T1/de not_active IP Right Cessation
- 1997-10-30 DE DE59709574T patent/DE59709574D1/de not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3542467A1 (de) * | 1985-11-30 | 1987-06-04 | Camino Handelsgesellschaft Mbh | Bausatz fuer eine stahlbeton-konsole zum abfangen eines verblendmauerwerks |
DE4302682A1 (de) * | 1993-02-01 | 1994-08-04 | Schoeck Bauteile Gmbh | Bauelement zur Wärmedämmung |
DE19502712A1 (de) * | 1995-01-28 | 1996-10-02 | Dennert Kg Veit | Deckenplatte für Gebäude |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1148179A1 (de) * | 2000-04-17 | 2001-10-24 | MEA MEISINGER Stahl und Kunststoff GmbH | Wärmedämmendes, brandgeschütztes Anschlussbauteil zum Anschluss eines getragenen an ein tragendes Bauteil und Verfahren zu seiner Verbindung |
FR2827620A1 (fr) * | 2001-07-23 | 2003-01-24 | 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 |
WO2003010394A2 (fr) * | 2001-07-23 | 2003-02-06 | Pouget Andre | 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 |
WO2003010394A3 (fr) * | 2001-07-23 | 2004-01-22 | Andre Pouget | 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 |
EP1355013A1 (de) * | 2002-04-19 | 2003-10-22 | Bouygues Batiment | Verbindung zwischen einem Deck und einer Wand und isoliertes Gebäude so hergestellt |
FR2838759A1 (fr) * | 2002-04-19 | 2003-10-24 | 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 |
EP1757744A3 (de) * | 2005-08-25 | 2008-03-05 | SCHÖCK BAUTEILE GmbH | Bauelemnent zur Wärme-und/oder Schalldämmung |
FR2910033A1 (fr) * | 2006-12-15 | 2008-06-20 | Applic Composants Guiraud Frer | "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" |
EP2792806A1 (de) * | 2013-04-17 | 2014-10-22 | Lesage, Rector | Vorgefertigte Platte mit unterbrochener Wärmebrücke, ihr Herstellungsverfahren und Baumethode einer Decke mit einer solchen Platte |
EP3070220A1 (de) | 2015-03-17 | 2016-09-21 | Kp1 | Verfahren zur behandlung von wärmebrücken, entsprechendes wärmeisolationselement und entsprechendes strukturelles verbindungselement sowie mit diesen elementen ausgerüstete schal-betonplatte |
EP3070221A1 (de) | 2015-03-17 | 2016-09-21 | Kp1 | Verfahren zur behandlung von wärmebrücken, entsprechendes wärmeisolationselement und entsprechendes strukturelles verbindungselement sowie mit diesen elementen ausgerüstete schal-betonplatte |
FR3033810A1 (fr) * | 2015-03-17 | 2016-09-23 | Kp1 | Procede de traitement de ponts thermiques, element d'isolation thermique et element de liaison structurelle associes et predalle equipee de tels elements. |
FR3033809A1 (fr) * | 2015-03-17 | 2016-09-23 | Kp1 | Procede de traitement de ponts thermiques, element d'isolation thermique et element de liaison structurelle associes et predalle equipee de tels elements. |
EP3309312A1 (de) | 2016-10-14 | 2018-04-18 | Lesage Developpement S.A.S. | Verfahren zur herstellung von balkon und so gewonnener balkon |
EP4414511A1 (de) * | 2023-02-08 | 2024-08-14 | Max Frank GmbH & Co. KG | Anschlusselement für lasteinleitende bauteile |
Also Published As
Publication number | Publication date |
---|---|
EP0866185B1 (de) | 2003-03-19 |
EP0866185A3 (de) | 1999-04-28 |
DE59709574D1 (de) | 2003-04-24 |
ATE234972T1 (de) | 2003-04-15 |
DE19711187A1 (de) | 1998-09-24 |
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