EP3569783B1 - Composant destiné à l'isolation thermique - Google Patents
Composant destiné à l'isolation thermique Download PDFInfo
- Publication number
- EP3569783B1 EP3569783B1 EP19163599.4A EP19163599A EP3569783B1 EP 3569783 B1 EP3569783 B1 EP 3569783B1 EP 19163599 A EP19163599 A EP 19163599A EP 3569783 B1 EP3569783 B1 EP 3569783B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- structural element
- insulating body
- elements
- separating elements
- concrete
- 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.)
- Active
Links
- 238000009413 insulation Methods 0.000 title claims description 4
- 239000004567 concrete Substances 0.000 claims description 66
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 230000005540 biological transmission Effects 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 description 13
- 238000006073 displacement reaction Methods 0.000 description 8
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000010959 steel Substances 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
-
- 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
- E04B1/36—Bearings or like supports allowing movement
Definitions
- the invention relates to a component for thermal insulation between two concrete components separated by a joint, in particular a building wall on the one hand and a building ceiling on the other hand, the component having an insulating body to be arranged in the joint and reinforcement elements at least for absorbing and transmitting pressure and/or shear forces between these concrete components includes.
- thermally insulating and load-transmitting components are known through numerous property rights of the patent seeker, for example through EP 0 866 185 A2 .
- Similar components are from the DE 20 2011 001 710 U1 in the form of earthquake-proof profiles for creating breaks in cold bridges and from the modular component system for thermal insulation of the DE 197 22 051 A1 known.
- the DE 20 2011 001 710 U1 discloses Z-shaped profiles, which are designed in such a way that they have at least one flat horizontal part and at least one flat vertical or sloping part in order to be able to absorb or transmit correspondingly differently directed loads.
- the purpose of such a Z-shaped profile is to be able to pass on and dissipate the various load components, such as those that occur in particular during an earthquake.
- EP 3 315 678 A1 discloses a prefabricated component for connecting a concrete cantilever slab to a structure, the prefabricated component having reinforcing plates 6 made of steel, the end faces of which are aligned obliquely with respect to tension or compression rods (reinforcement elements) that are still present. Due to the oblique design of the end faces of the stiffening plates, transverse forces can be absorbed and transmitted, so that additional transverse bars known from the prior art can be dispensed with.
- thermally insulating components of the type mentioned at the outset have also become known, in which the reinforcement elements for absorbing compressive forces are designed either as thrust bearings with curved sliding surfaces on the end faces, so that relative movements between the thrust bearing and the adjacent concrete components are made possible with simultaneous tilting of the thrust bearing, or as Thrust bearings that are flush with the insulating body on the side facing a concrete component and rest against the concrete component with the interposition of a sliding plate, so that relative movements between the thrust bearing and the adjacent concrete component are made possible by sliding movement along the sliding plate.
- the reinforcement elements for absorbing compressive forces are designed either as thrust bearings with curved sliding surfaces on the end faces, so that relative movements between the thrust bearing and the adjacent concrete components are made possible with simultaneous tilting of the thrust bearing, or as Thrust bearings that are flush with the insulating body on the side facing a concrete component and rest against the concrete component with the interposition of a sliding plate, so that relative movements between the thrust bearing and the adjacent concrete component are made possible by sliding movement along the sliding plate.
- the size of the relative displacements with normal component dimensions can assume an order of magnitude that structural damage can no longer be ruled out.
- the object of the present invention is to improve a component of the type described at the outset in such a way that large relative movements between the adjacent concrete components are made possible without any problems and large dynamic loads on the reinforcement elements are reduced.
- the construction element has additional separating elements which protrude at least into one of the two concrete components and form predetermined crack locations therein for temperature-related changes in length relative to the other concrete component and in that the sections of the separating elements protruding into one of the two concrete components are at least approximately in one direction are oriented, which is inclined to the direction of longitudinal extent of the insulating body, this inclination being in a range between 90°+60° and 90°-60° relative to the longitudinal extent of the insulating body. In particular, this inclination is of the order of about 90°. Since the relative movement and/or the mutual change in length of the two concrete components usually takes place in the direction of the concrete components in which they have their greatest extent along the joint, this direction corresponds to the longitudinal direction of the insulating body.
- the component according to the invention causes a partial separation or stretching of the concrete cross-section in the edge region near the joint such that relative displacements between the two concrete components can produce cracks in the associated concrete component, which run from the joint into the adjacent concrete cross-section. Since the crack width can increase from zero to a magnitude in the millimeter range, the length of the associated concrete component in the edge area close to the joint increases by this magnitude. Depending on the number and spacing of the separating elements, a corresponding increase in the length of the concrete component can be achieved through the accumulated crack width and a greater or lesser relative displacement between the concrete components can thereby be compensated for. Because if the cracks are in the shorter of the two concrete components, the length of the shorter concrete component can be increased in the area adjacent to the joint and adapted to the length of the other concrete component.
- the invention allows a complete synchronization of expansion of the concrete components adjoining the component.
- the separating elements preferably produce cracks which run transversely to the direction of the thermally induced change in length, because then relative displacements can be compensated for best.
- the separating elements are not exactly transverse to the direction of the change in length, but to be arranged up to an angle of about 60°, because even then adequate compensation is still possible.
- the separating elements are designed as flexible separating films. They can be planar, but also curved, in particular corrugated.
- the separating elements are alternatively or additionally designed as flat, rectangular, rigid tear plates and/or as notch-forming molded parts in the form of wedges.
- the separating elements can extend over the entire joint depth transversely to the longitudinal extent of the insulating body, ie over the entire height of the component. In general, however, it is sufficient if they only extend over part of the joint width, preferably leaving the joint edges free.
- the separating elements are attached at least indirectly to the reinforcement elements, preferably to the elements for shear force and/or pressure transmission. It is particularly favorable when working with combined shearing force/compression elements, that is to say with compression elements which protrude in a form-fitting manner into their adjoining concrete components and can therefore also transmit shearing forces.
- FIG. 1 and 2 one recognizes a vertically standing building wall 1 made of reinforced concrete, which carries a horizontally running building ceiling 3 made of reinforced concrete at its upper end via a component 2 according to the invention.
- the ceiling lies with its horizontal underside 3a, with the component 2 being interposed, on the end face 1a of the building wall 1 running in the horizontal plane.
- the component 2 has an insulating body 4 that fills the horizontal joint 14 between the wall 1 and the ceiling 3 .
- the insulator has a longitudinal extension in direction L.
- This direction L corresponds not only to the largest extent of the insulating body 4, but also to the largest extent of the two adjacent concrete components 1 and 3 along the joint 14. If these are exposed to different temperatures, they do not change their length along the joint to the same extent, which leads to relative movements between the two concrete components 1 and 3 in the direction L, ie along the longitudinal extension of the insulating body.
- the construction element 2 also has a pressure element 5, which protrudes from the insulating body 4 at the top and bottom into the underside 3a of the ceiling 3 or into the end face 1a of the wall 1 and is thus integrated in a form-fitting manner into the reinforced concrete of the wall 1 and the ceiling 3 is.
- this pressure element also acts as a reinforcement element that absorbs shear forces in the horizontal direction.
- the pressure element 5 is designed as a cuboid block. It can of course also have a different shape instead. If the form-fitting engagement with the adjacent concrete components is dispensed with, additional reinforcement elements are used in the structural element 2 for the transmission of shear forces.
- the component 2 comprises a plurality of separating elements in the form of tear plates 6 .
- These tear plates are oriented approximately vertically and perpendicularly to the wall plane, i.e. approximately perpendicular to the thermally induced changes in length in direction L.
- the tear plates extend almost over the entire joint depth T, being at least on one side, in the exemplary embodiment both to wall 1 and to Ceiling 3 project out over the insulating body 4 and thus immerse form-fitting in the front side 1a of the wall 1 and the underside 3a of the ceiling 3 and be concreted there.
- the rupture plates 6 Due to the penetration of the rupture plates 6 into the wall 1 and the ceiling 3, the rupture plates detach in the event of thermally induced relative movements between the concrete components in each case the formation of small cracks in the concrete component, which lengthens to a lesser extent, through which the front side 1a of the wall 1 or the underside 3a of the ceiling 3 can increase its dimension in direction L with each crack plate 6 by a crack width R. Large relative movements between the concrete components can be compensated for by the large number of these crack plates 6 and the crack widths R "supplied" as a result.
- Figures 3a and 3b show schematically an upper concrete component 13 and a lower concrete component 11 and a joint 24 left between them with a longitudinal extension L and a joint depth T, which corresponds to the distance between the two concrete components.
- a plurality of thrust pressure bearings 15 are arranged along the longitudinal extent L of the joint 24 and are anchored on the underside 13a of the upper concrete component 13 on the one hand and on the upper side 11a of the lower concrete component 11 on the other hand.
- the crack plates 6 (not shown) produce a large number of adjacent cracks 17 in the edge area of the upper concrete component 13 near the joint, with the cracks 17 extending from the underside 13a of the upper concrete component 13 into the upper concrete component 13 over a distance approximately corresponding to the joint depth T.
- the cracks extend essentially in a plane that is perpendicular to the longitudinal extent L of the joint 24 and in figure 3 is oriented perpendicular to the plane of the drawing.
- I 11 , I 13 , I 11' and I 13' are drawn in: I 11 is the distance between two adjacent thrust pressure bearings 15 in the area of the lower concrete component 11 and I 13 is the distance between the two thrust pressure bearings 15 in the area of the upper concrete component 13 . In Figure 3a the distances I 11 and I 13 are equal.
- FIG. 12 now shows a state in which the length of the lower concrete component 11 has increased compared to the length of the upper concrete component 11. Since the thrust bearing 15 is anchored on the underside 13a of the upper concrete component 13 and on the upper side 11a of the lower concrete component 11, they ensure a positive connection between the upper concrete component 13 and thrust bearing 15 on the one hand and between the lower concrete component 11 and thrust bearing 15 on the other. If the lower concrete component 11 now elongates in the direction L, then this elongation is passed on to the upper concrete component 13 via the thrust bearing 15 and in the process exerts a force in the direction L on the upper concrete component 13 .
- the cracks 17 can open when a corresponding force is applied, in that the mutual distance between the crack flanks 17a, 17b is correspondingly increased, the overall length of the upper concrete component 13 also increases, at least in the area of the underside 13a of the upper concrete component 13.
- the opened cracks 17, the distances 11' and 13' are again the same size, but the crack width R of each crack 17 contributes to increasing the distance I 13' .
- the accumulated cracks 17 make it possible to compensate for the relative displacements between two thermally separated concrete components 11 and 13 in that the cracks ensure that the concrete component, which is actually shorter, fans out at its edge region near the joint and becomes longer overall there.
- the Figures 4 and 5 show an installation situation with a horizontal joint 24.
- the ceiling 23 is not as in FIGS Figures 1 and 2 on the upper end of the wall 21, but abuts with its end face 23a laterally against a side face 21a of the wall running further upwards.
- the component 22 according to the invention is arranged in the joint 24 between the wall 21 and the ceiling 23 . Its insulating body 24 fills said gap 24, whereas its pressure element 25 protrudes from the insulating body 24 both in the direction of the wall and towards the ceiling.
- the insulating body 24 is traversed by a plurality of tear plates 26 .
- These crack plates are arranged in a vertical plane transverse to the longitudinal extent L of the insulating body 24 and protrude into the wall 21 and the ceiling 23, so that thermally induced relative displacements between the wall and ceiling result in the crack formation described.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
Claims (8)
- Elément structurel (2, 22) affecté à l'isolation thermique entre deux parties (1, 3, 11, 13, 21, 23) d'ouvrages en béton séparées par un joint, notamment une paroi de bâtiment, d'une part, et un plafonnage de bâtiment d'autre part, sachant que l'élément structurel (2, 22) inclut un corps isolant (4, 24) pouvant être disposé dans ledit joint, et des éléments d'armature (5, 15, 25) au moins dévolus à l'absorption et à la transmission de forces de pression et/ou de poussée entre ces parties d'ouvrages en béton, lesquels éléments d'armature (5, 15, 25) font saillie au-delà du corps isolant, et sachant que ledit élément structurel (2, 22) comporte des éléments additionnels de séparation (6, 26) qui dépassent au moins d'un côté au-delà dudit corps isolant (4, 24) et sont appropriés pour pénétrer, au moins par des régions partielles, dans l'une des deux parties (1, 3, 13, 21, 23) d'ouvrages en béton dans laquelle ils forment des zones (7, 17, 27) de fissuration par destination dédiées à des variations de longueur, conditionnées par la température, vis-à-vis de l'autre partie d'ouvrage en béton, sachant que les régions partielles desdits éléments de séparation (6, 26), qui sont aptes à pénétrer dans l'une des deux parties (1, 3, 13, 21, 23) d'ouvrages en béton, sont orientées au moins approximativement dans une direction inclinée par rapport à la direction de l'étendue longitudinale L du corps isolant,caractérisé par le faitque les éléments de séparation (6, 26) sont réalisés en tant que films séparateurs souples à la flexion et/ou en tant que tôles planes, rectangulaires et rigides, génératrices de fissures, et/ou en tant que pièces moulées qui revêtent la forme de coins conférant un profil entaillé.
- Elément structurel (2, 22) selon la revendication 1,caractérisé par le faitque les éléments de séparation (6, 26) s'étendent, pour l'essentiel, dans des plans présentant, par rapport à la direction de l'étendue longitudinale du corps isolant, une inclinaison située dans une plage comprise entre 90° + 60° et 90° - 60°, et en particulier de l'ordre d'environ 90°.
- Elément structurel (2, 22) selon l'une des revendications précédentes,caractérisé par le faitque les éléments de séparation (6, 26) s'étendent sur l'intégralité d'une largeur, transversalement par rapport à l'étendue longitudinale du corps isolant (4, 24).
- Elément structurel (2, 22) selon l'une des revendications 1 ou 2,caractérisé par le faitque les éléments de séparation (6, 26) s'étendent uniquement sur une partie d'une largeur transversalement par rapport à l'étendue longitudinale L du corps isolant (4, 24), de préférence en laissant les bords exposés.
- Elément structurel (2, 22) selon l'une des revendications précédentes,caractérisé par le faitque les éléments de séparation (6, 26) sont implantés au moins indirectement sur des éléments d'armature dudit élément structurel et, en particulier, sur des éléments d'armature dévolus à la transmission de forces de poussée.
- Elément structurel (2, 22) selon l'une des revendications précédentes,caractérisé par le faitque les éléments de séparation (6, 26) sont interposés, en particulier centralement, entre deux éléments d'armature (5, 15, 25) voisins l'un de l'autre.
- Elément structurel (2, 22) selon l'une des revendications précédentes,caractérisé par le faitque les éléments de séparation (6, 26) sont retenus par le corps isolant (4, 24), en totalité ou en partie.
- Elément structurel (2, 22) selon l'une des revendications précédentes,caractérisé par le faitqu'il est réalisé sous la forme d'un ensemble structurel doté de corps isolants (4, 24) et/ou d'éléments d'armature (5, 15, 25) et/ou d'éléments de séparation (6, 26), pouvant être solidarisés par emboîtement.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102018112072.9A DE102018112072A1 (de) | 2018-05-18 | 2018-05-18 | Bauelement zur thermischen Isolierung |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3569783A1 EP3569783A1 (fr) | 2019-11-20 |
EP3569783B1 true EP3569783B1 (fr) | 2022-01-12 |
Family
ID=65818413
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19163599.4A Active EP3569783B1 (fr) | 2018-05-18 | 2019-03-19 | Composant destiné à l'isolation thermique |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP3569783B1 (fr) |
DE (1) | DE102018112072A1 (fr) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3315678A1 (fr) * | 2016-10-25 | 2018-05-02 | Ikona AG | Élément préfabriqué permettant de raccorder une plaque en porte à faux en béton à une construction |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19721524A1 (de) | 1997-05-22 | 1998-11-26 | Hsm Gmbh | Verfahren zur Herstellung eines Prägezylinders |
DE19722051A1 (de) * | 1997-05-27 | 1998-12-03 | Schoeck Bauteile Gmbh | Modulares Bauelementsystem zur Wärmedämmung |
DE202011001710U1 (de) * | 2011-01-19 | 2014-02-26 | Ouest Armatures | Erdbebensichere Profile zum Herstellen von Kältebrückenunterbrechungen |
-
2018
- 2018-05-18 DE DE102018112072.9A patent/DE102018112072A1/de not_active Withdrawn
-
2019
- 2019-03-19 EP EP19163599.4A patent/EP3569783B1/fr active Active
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3315678A1 (fr) * | 2016-10-25 | 2018-05-02 | Ikona AG | Élément préfabriqué permettant de raccorder une plaque en porte à faux en béton à une construction |
Also Published As
Publication number | Publication date |
---|---|
DE102018112072A1 (de) | 2019-11-21 |
EP3569783A1 (fr) | 2019-11-20 |
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