EP2679737A2 - Élément de construction pour l'isolation thermique - Google Patents

Élément de construction pour l'isolation thermique Download PDF

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Publication number
EP2679737A2
EP2679737A2 EP13171224.2A EP13171224A EP2679737A2 EP 2679737 A2 EP2679737 A2 EP 2679737A2 EP 13171224 A EP13171224 A EP 13171224A EP 2679737 A2 EP2679737 A2 EP 2679737A2
Authority
EP
European Patent Office
Prior art keywords
curvature
force
projection
transverse force
circular arc
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP13171224.2A
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German (de)
English (en)
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EP2679737B1 (fr
EP2679737A3 (fr
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
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Schoeck Bauteile GmbH
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Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Priority to PL13171224T priority Critical patent/PL2679737T3/pl
Publication of EP2679737A2 publication Critical patent/EP2679737A2/fr
Publication of EP2679737A3 publication Critical patent/EP2679737A3/fr
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Publication of EP2679737B1 publication Critical patent/EP2679737B1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the present invention relates to a component for thermal insulation according to the preamble of patent claim 1.
  • the reinforcing elements especially in terms of their thermal insulation properties have been further optimized, especially in recent years was increasingly transferred to produce the compressive force reinforcement elements of non-metallic building materials and in particular high-strength concrete or mortar materials and they essentially in the area of the joint between the two adjacent components.
  • this element for thermal insulation was, for example, in EP-A 1 225 282 or EP-A 1 225 283 described, wherein the pressure force reinforcing member made of high-strength fiber reinforced concrete and formed waisted in horizontal section, so that it had a comparatively large end face for the introduction of pressure and a slender as possible pressure transmitting central region to optimize the thermal insulation properties. Since the pressure force reinforcing element has a convexly curved contact profile facing the component with a curvature in a circular arc shape on its front side, an articulated movement of the compressive force reinforcing element relative to the adjacent component along the arcuate curved surface can be provided.
  • thermal insulation component are provided in the usual way in addition to the compression force reinforcement element transverse force rods, which initiates the lateral force on the side of the supporting member in the tie rod area and dissipates there.
  • the forces to be absorbed by the load-bearing component are introduced at different height levels of the load-bearing component.
  • the present invention seeks to provide a device of the type mentioned above, which is optimized in terms of geometric installation conditions and thus avoids the damage occurring in the device with the above-described pressure element destruction.
  • the curvature of the transverse force projection in the installed state in horizontal section is approximately circular arc-shaped with a circular arc radius which is greater than the arc radius of the curvature of the contact profiles, wherein also to form a joint with the components of the center of the arc radius of the curvature of the transverse force projection substantially the center the arc radius of the curvature of the contact profiles corresponds.
  • the present invention is therefore based on the finding that the movement of the desired joint connection consists of a pivoting movement about a pivot point, which lies substantially in the region of the center of the arc radius of the curvature of the contact profiles.
  • the entire pressure element is to provide an articulated connection to the adjacent concrete component, it is important that it pivots over the entire height about the same center. This means that the pivot point in each height level of the compressive force reinforcement element must have at least substantially the same horizontal coordinates.
  • the invention has derived the further knowledge that this requirement of the same center also applies in the area of a possible lateral force projection and that then in addition the circular arc radius of the transverse force projection must be greater than the circular arc radius of the curvature of the contact profiles. It is essential that the Transverse force projection can move without collision over the entire pivoting range, wherein it bears in each case on the front side of the adjacent component and thereby transmits forces, but in the circular direction of the pivotal movement no power transmission, otherwise this would hinder the pivoting movement.
  • the pressure force reinforcing elements project with their convex contact profiles and the convex transverse force projections relative to the insulating in the concrete components and at least indirectly act on the concrete of the adjacent component for transmitting power only in these convexly curved areas. If other areas with a shape deviating from the aforementioned convex curvature were also supported on the concrete, they would as a rule hinder the pivoting movement and thus again provoke damage or destruction as a result of the pivoting movement.
  • the compressive force reinforcing elements are designed for additional tensile force transmission so that the lateral force projection has at least one partial region forming an undercut for the adjacent component.
  • the compressive force reinforcing element can also additionally transmit tensile forces by the adjacent component is supported in the region of the undercut in the direction of tensile force.
  • the component engages in the region of the undercut in or on the compression force reinforcing element and thereby also transmits movements and forces that are directed away from the pressure force reinforcing element, ie, acting in the pulling direction.
  • the undercut portion may be formed in that the adjacent component acts on the transverse force projection over a circular arc circumference which is greater than the circumference of the semicircle.
  • the lateral force projection has the outer shape of a circle portion larger than a semicircle. If then the pressure force reinforcing elements project with their lateral force projection relative to the insulating body by a measure X in the concrete components, which is greater than the circular arc radius of the curvature of the transverse force projection, then the area of the component are formed, which laterally encompass the transverse force projection form fit and thereby form the desired undercuts ,
  • the protrusion of the transverse force projection relative to the insulating body by said dimension X can either lead to the insulating body over the entire height has a vertical constant course or it is also possible that the insulating body at the height level of the transverse force projection over the remaining vertical course of the Isolier Scienceskante is reset and so only in this area, which is indeed responsible for the achievement of the undercut, the said measure X complies.
  • the undercut region can also be formed by the transverse force projection having a depression in the region of its upper and / or lower side, wherein the depression expediently consists of a local reduction of the height of the transverse force projection.
  • This recess is expediently located in an area which can be acted upon unhindered by the material of the component, namely in the region of the underside of the transverse force projection opposite the upper side of the compressive force reinforcement element, if the transverse force projection is arranged in the upper portion of the compression force reinforcement element and in the area of the underside of the Compression force reinforcing member opposite top of the transverse force projection, when the transverse force projection is disposed in the lower portion of the compression force reinforcing member.
  • the lateral force projection has an end face facing the associated components, which extends in the vertical direction to form a cylinder part lateral surface.
  • the end face has a deviating from the cylindrical shape surface configuration such. a convex bulbous shape to form a spherical surface or a slightly inclined to the vertical configuration to form a truncated cone shape.
  • this sub-area below or above the cylinder part shell surface forms a truncated cone part shell surface in the case of a rectilinearly inclined cross-section in the vertical direction or a partial shell surface with a curved cross-section in the vertical direction.
  • FIGS. 1a-1d show a compression force reinforcement element 3 for a device according to the invention for thermal insulation 1, the in FIG. 2 is shown and between a (in Figure 2a, 2b, 2c right) supporting building component A and a (in Figure 2a, 2b, 2c left) cantilevered outer part B is installed.
  • it has an insulating body 2 extending between the two components, as well as reinforcing bars in the form of compressive force reinforcing elements arranged transversely to the longitudinal extension of the insulating body 3 and tension rods, which are not shown for the sake of clarity in the drawing, but extend in the usual manner in the upper tension zone in the horizontal direction perpendicular to the longitudinal extension of the insulating body.
  • the embodiment of the component for thermal insulation 1 shown here intentionally dispenses with transverse force rods, as will be explained in detail later.
  • the reinforcing elements project respectively from the insulating body 2 and are consequently anchored to the concrete of the respective adjacent component A, B.
  • the compressive force reinforcing elements 3 are only slightly protruding into the adjacent concrete components A, B with their curved end faces 4a facing the components (A, B). 4b.
  • These end faces have in parts a convexly curved contact profile (5a, 5b), wherein the curvature of the contact profiles (5a, 5b) in the installed state in the horizontal section is approximately circular arc-shaped.
  • the contact profiles are used for pressure force transmission between compression force reinforcement element and adjacent component and that in the example of FIGS. 1 and 2 is the contact profile 5a of the end face 4a on the supporting building component A and the contact profile 5b of the end face 4b on the projecting component, the balcony slab B.
  • the contact profiles 5a, 5b have the overall shape of a half-cylinder, as it is the FIGS. 1a and 1d is apparent.
  • the circular arc shape of the contact profiles in horizontal section ensures that compressive force reinforcement element and adjacent components can move relative to each other articulated, as required for example in temperature-induced changes in length of the balcony slab opposite the building. Since the adjacent components are usually cast against the compressive force reinforcing elements, the shape of the adjacent component is exactly adapted to the shape of the contact profiles. Thus, an unhindered pivotal movement about a vertical pivot axis C, D (in plan view in FIG Fig. 1d indicated as a point) possible.
  • the compression force reinforcing elements 3 have on the end face 4a in an upper portion of a relative to the contact profile 5a in the direction of the component A horizontally further projecting convex transverse force projection 6a.
  • the front side 4a essentially divides into the first partial region, which forms the contact profile 5a, and a second partial region arranged above it, which forms the transverse force projection 6a.
  • the division is reversed: In a lower portion of a relative to the contact profile 5b in the direction of the component B horizontally further convex convex transverse force projection 6b is provided above.
  • the curvature of the transverse force projections 6a, 6b is in the installed state in horizontal section approximately circular arc-shaped with a circular arc radius R, which is greater than the circular arc radius r of the curvature of the contact profiles.
  • the center point C, D of the circular arc radius R of the curvature of the transverse force projection 6a, 6b substantially corresponds to the center of the circular arc radius r of the curvature of the contact profiles 5a, 5b.
  • the lateral force projections 6a, 6b have a vertically extending end surface 8a, 8b, which has the shape of a cylinder jacket part surface. Starting from this cylinder jacket part surface, the transverse force projections 6a, 6b slowly into the contact sections 5a, 5b, where they have below or above the cylinder part surface inclined to the vertical extending horizontally curved portion 9a, 9b, the curvature in the installed state in horizontal section approximately circular arc is formed with about the height changing circular arc radius, which is smaller than the circular arc radius R of the curvature of the cylinder part surface area 8a, 8b and larger than the circular arc radius r of the curvature of the contact profiles 5a, 5b.
  • FIG. 2 shows now the Druckkraftbewehrungselement 3 in the built-in element 1 state, but only for better readability of the drawing: So not only - with the exception of the compressive force reinforcement element 3 - no further reinforcing elements, also no component-side connection reinforcement shown.
  • the components A and B are only partially shown, which should be noted that the insulating body 2 extends in a gap left between component A and component B, in a conventional device over a length of 1 meter, while of course the two components one in contrast have greater length in the direction of the longitudinal extent of the insulating body.
  • a sliding layer which covers the end faces 4a, 4b to improve the pivotal movement between the contact profile and component. This sliding layer is usually made of plastic and is part of a mold, which is used for the production of the compressive force reinforcement element and is installed together with Druckkraftwehrelement in the device 1.
  • the compression force reinforcement element 3 extends between component A and component B over the entire height of the components and the insulator 2 arranged therebetween. It protrudes in the region of the end faces 4a, 4b with respect to the insulating body 2 into the components A, B, both in the area of Contact profiles 5a, 5b and in the region of the transverse force projections 6a, 6b.
  • the pressure force reinforcing element is arranged opposite the insulating body so that the pivot axis or the center C, D lie in the plane of the components A, B facing end surfaces 2a, 2b of the insulating body.
  • FIGS. 3a to 3d an alternative embodiment of a compressive force reinforcement element 13 is shown. If the subregions correspond to those of compression force reinforcing element 3, the same reference numerals are used, and these will not be described again to avoid repetition. While in the compressive force reinforcing member 3, the curved sub-portions 9a, 9b adjacent to the cylindrical sub-skirt surfaces 8a, 8b make a uniform transition between end faces 8a, 8b of the lateral force protrusions 6a, 6b, in the compressive force reinforcing member 13, a recess 10a for forming the undercut is in the vicinity of the underside of the compressive force reinforcing member 13 opposite side of the transverse force projection 16a and a recess 10b for forming the undercut in the region of the underside 19b of the transverse force projection 16b opposite the upper side of the compression force reinforcing element 13.
  • the depression 10a, 10b consists of a circumferential groove around the contact profile, which follows on its outer side the circular arc of the end face 18a, 18b of the end face 18a, 18b and has a horizontal groove bottom.
  • the region of the groove 10a, 10b is filled in the installed state with concrete of the respective adjacent component and thereby forms the undercut, which ensures the transmission of tensile force.
  • FIGS. 4a-4d show an alternative compression force reinforcing member 23, which essentially corresponds to the compression force reinforcing member 3 with the only difference that not two, but four lateral force projections 26a, 26b, 26c, 26d are provided, namely at each end face 4a, 4b two, ie in the upper and lower subarea.
  • the compression force reinforcement element on the one hand can be used without preferential installation orientation, which avoids installation errors.
  • this can cover additional applications in which a symmetrical lateral force transmission is required.
  • FIGS. 5a-5c show the pressure force reinforcing element 23 in the installed state as shown in the FIGS. 2a-2c ,
  • Figures 6a - 6d show an alternative compressive force reinforcement element 33, which essentially corresponds to the compressive force reinforcement element 13 with the only difference that not two, but four lateral force projections 36a, 36b, 36c, 36d are provided, namely at each end face 4a, 4b two, ie in the upper and lower subarea.
  • the present invention has the advantage of preventing damage to the components by simple means. In addition, the power transmission and the function over a long life are improved.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
EP13171224.2A 2012-06-29 2013-06-10 Élément de construction pour l'isolation thermique Active EP2679737B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL13171224T PL2679737T3 (pl) 2012-06-29 2013-06-10 Element budowlany do termoizolacji

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102012012912.2A DE102012012912A1 (de) 2012-06-29 2012-06-29 Bauelement zur Wärmedämmung

Publications (3)

Publication Number Publication Date
EP2679737A2 true EP2679737A2 (fr) 2014-01-01
EP2679737A3 EP2679737A3 (fr) 2014-08-06
EP2679737B1 EP2679737B1 (fr) 2015-09-30

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ID=48613467

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EP13171224.2A Active EP2679737B1 (fr) 2012-06-29 2013-06-10 Élément de construction pour l'isolation thermique

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EP (1) EP2679737B1 (fr)
DE (1) DE102012012912A1 (fr)
PL (1) PL2679737T3 (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4009987A1 (de) 1990-03-28 1991-10-02 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE4103278A1 (de) 1991-02-04 1992-08-13 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
EP1225282A2 (fr) 2001-01-23 2002-07-24 Schöck Entwicklungsgesellschaft mbH Elément isolant thérmique pour la construction
EP1225283A1 (fr) 2001-01-23 2002-07-24 Schöck Entwicklungsgesellschaft mbH Elément de construction pour l'isolation thermique
EP1564336A1 (fr) 2004-02-11 2005-08-17 HALFEN GmbH & CO. Kommanditgesellschaft Elément de construction thermo-isolant

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202004021467U1 (de) 2004-04-28 2008-05-08 Max Frank Gmbh & Co Kg Kragplattenanschlusselement
ATE410561T1 (de) * 2006-08-22 2008-10-15 Halfen Gmbh Thermisch isolierendes bauelement

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4009987A1 (de) 1990-03-28 1991-10-02 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE4103278A1 (de) 1991-02-04 1992-08-13 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
EP1225282A2 (fr) 2001-01-23 2002-07-24 Schöck Entwicklungsgesellschaft mbH Elément isolant thérmique pour la construction
EP1225283A1 (fr) 2001-01-23 2002-07-24 Schöck Entwicklungsgesellschaft mbH Elément de construction pour l'isolation thermique
EP1564336A1 (fr) 2004-02-11 2005-08-17 HALFEN GmbH & CO. Kommanditgesellschaft Elément de construction thermo-isolant

Also Published As

Publication number Publication date
EP2679737B1 (fr) 2015-09-30
PL2679737T3 (pl) 2016-03-31
DE102012012912A1 (de) 2014-04-10
EP2679737A3 (fr) 2014-08-06

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