EP0810334B1 - Elément de construction pour isolation thermique - Google Patents

Elément de construction pour isolation thermique Download PDF

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Publication number
EP0810334B1
EP0810334B1 EP97101949A EP97101949A EP0810334B1 EP 0810334 B1 EP0810334 B1 EP 0810334B1 EP 97101949 A EP97101949 A EP 97101949A EP 97101949 A EP97101949 A EP 97101949A EP 0810334 B1 EP0810334 B1 EP 0810334B1
Authority
EP
European Patent Office
Prior art keywords
compression
construction element
element according
webs
insulating body
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP97101949A
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German (de)
English (en)
Other versions
EP0810334A1 (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
Original Assignee
Schoeck Bauteile GmbH
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Filing date
Publication date
Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Publication of EP0810334A1 publication Critical patent/EP0810334A1/fr
Application granted granted Critical
Publication of EP0810334B1 publication Critical patent/EP0810334B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

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

Definitions

  • the invention relates to a component for thermal insulation between two components to be concreted, in particular between a building and a cantilevered outer part, consisting of one to be installed in between Insulating body with at least integrated pressure elements, which in the installed state of the component essentially horizontally and transversely to the essentially horizontal longitudinal extent of the insulating body run through it and to both Components can be connected.
  • Such printing plates in particular disc-shaped are formed and parallel to the longitudinal extension of the Insulator and perpendicular to that through the insulator extending pressure elements are arranged however, the disadvantage that the central axis the pressure elements not as deep as possible in the thermal insulation component can be arranged. Because for one can the height offset between the central axis of the Printing elements and printing plate underside not in larger Dimensions are reduced while maintaining the printing plate function and the other a certain concrete or. Insulation body thickness to be adhered to Pressure plate and thus the corrosion-prone pressure element protect against corrosion. This will, however prevents what is generally sought, namely the distance between tension and compression elements if possible large to choose, thereby the on the pressure element to be able to enlarge transmitted moment.
  • Another component of the type mentioned is known from DE-U 93 18 354 and has printing elements Plastic material whose longer, effective cross-sectional axis is the vertical axis so it too be suitable for shear force absorption and also a certain one lateral movement or lateral movement in horizontal Direction and transverse to the longitudinal extent of this Allow items.
  • Such printing elements have but precisely because of their vertical orientation the disadvantage of a smaller lever arm effective central axis of the pressure elements compared to the Tension rod axis, whereby that which can be transmitted through the pressure element Moment is correspondingly smaller.
  • the pressure elements each have a plurality of vertically extending elements when the component is installed
  • the printing elements of the stand dertechnik Vertical and horizontal extension in the The level of the joint usually does not differ as this are designed to be rotationally symmetrical Printing element of the present invention characterized in that there is only one orientation of the printing element within the Thermal insulation element that meets the requirements of the Pressure element met.
  • the pressure element according to the invention is due to the vertical, parallel to each other running pressure bars in the vertical direction stiff and thus kink-resistant, but smooth in the horizontal direction trained, which makes it lateral temperature-related Changes in length of the projecting outer part not disabled in front of the building. At a installation of the pressure element incorrectly rotated by 90 ° could only be a fraction of the pressure forces record for a long time.
  • the printing element for the requirements that for each of the different stress directions within the joint exist by directional adjustment the dimension of the pressure bars optimally designed. This leads to drastic material savings.
  • the vertical direction of the webs says that the entire pressure element starting from one component horizontal and thus transverse to the longitudinal extent of the joint to the other component, but here the pressure bars within this horizontal pressure element are at least partially arranged vertically.
  • the pressure bars are expediently by at least connected a connecting web running transversely to this, that in the direction of the longitudinal extent of the insulating body is either vertical or horizontal, a mutual fixation of the webs to each other causes and this to a profile body connects.
  • the profile body consists of at least three pressure bars and is the length of the pressure elements at least three times their height, which means a good relationship for each printing element between the cross section or the pressure element height and the compressive strength or the recordable torque.
  • the webs advantageously extend exactly in Vertical direction through the insulator to meet the requirement vertical stiffness and horizontal To ensure thrust softness.
  • the pressure bars can also be theirs Recommend inclination from the vertical, in some areas Should not exceed 45 °.
  • the pressure elements in parallel on the sides facing the concrete component extending to the longitudinal direction of the insulating body have plate-shaped contact profiles, which are expedient at the same time replace the connecting bridge can by connecting the pressure bars with each other.
  • the contact profile surfaces are the serve to absorb the compressive forces, essentially so dimensioned as large as the one circumscribed by the pressure bars Cross-sectional area of the pressure element, so that at least the vertical extension of the pressure element through the Contact profiles is not increased. This allows the distance of the contact profile from the lower edge of the Minimize the insulating body and therefore due to the larger Lever arm between the push and pull elements that to be picked up Increase moment.
  • the plate-shaped design the contact profile includes in particular rough, ribbed or generally provided with protrusions Surfaces that are in contact with the adjacent concrete components improve.
  • the plate-shaped Contact profile flatter and therefore wider be there on its back at short intervals of the pressure bars running perpendicular to it is supported and secured against bending. Consequently, the contact profile must be the same Force absorption no vertical projection over the also have reduced pressure webs in height.
  • the plate-shaped thrust bearing is not larger than the cross-sectional area circumscribed by the pressure bars have to be executed and still the storage area is larger than the cross-sectional area of the web is carried out in the insulating body, so that the thrust bearing their function of introducing the compressive forces into the Can guarantee pressure element.
  • the contact profiles positively connected to the adjacent concrete components are what by individual, extending into the concrete Projections, a correspondingly executed Surface or by extending into the concrete component Contact profile can take place.
  • This will the horizontal thrust movements between the two Transfer components directly to the pressure element, which according to the invention is carried out smoothly is. This allows relative movements between the concrete components and the pressure element, which leads to an overuse the thrust bearing surface up to its Destruction can be prevented.
  • the contact profiles at least partially embedded in the insulating body are and only to a small extent in the concrete component protrude so as to maintain a sufficient distance of to comply with the reinforcement in the concrete component. This means that the positioning of the pressure elements not consider the position of the reinforcement elements be taken.
  • Pressure elements and not just the contact profiles at least partially protrude beyond the insulating body and be anchored in the adjacent concrete component, so one Establish positive locking, in particular the transmission favored by horizontal movements.
  • the pressure elements made in particular of alkali-resistant, fiber-reinforced Plastic, for example made of glass fiber reinforced Thermoplastics or thermosets, because of this less heat conduction through the insulating body results.
  • a plastic pressure element is required no concrete or insulating material covering, since it is not sensitive to corrosion. Rather, the plastic pressure element can be flush with the adjoining concrete components are laid, which means that Manageability is improved.
  • a simplification in the assembly of the component for thermal insulation and a reduction in processing costs results from the fact that the length of the Pressure element correspond to the length of the insulating body can and therefore only one pressure element per insulator with a correspondingly large number of pressure bars for Must be made available.
  • the pressure elements can also be made in a modular design individual webs and / or contact profiles assembled be or individual printing elements to one composite pressure element variable in length be combined.
  • combining can via a connecting bridge or via suitable connecting means especially by mutual gluing, Clip on or snap into place.
  • a pressure element 1 is shown in plan view, that is between a building part A and a projecting outer part B, for example a concrete slab, extends.
  • the pressure element 1 consists of eight vertical webs 2, at the end of each plate-shaped extending perpendicular to the pressure bars
  • Contact profile 3 or 4 is arranged.
  • the contact profile 3 for the transmission of Pressure forces on the balcony slab B, while the contact profile 4 flat on the building component A connected.
  • Any means of positive locking Anchoring the contact profiles in the concrete components - for example in the form of protrusions - are of simplicity not shown in the principle drawings.
  • an insulating body 5 is also arranged in the joint between the building component A and the balcony slab B, which extends along the entire joint and has only recesses for the tensile, transverse force and pressure elements to be introduced.
  • the insulating body also extends above the pressure element 1 in the joint in order to prevent sound and heat transmission through the joint. It can also be seen from the sectional view in FIG. 2 that the length of the pressure element 1 in the direction of the longitudinal extent of the insulating body is a multiple of its vertical height, namely twice in the present case.
  • Figure 3 finally shows the pressure element 1 in side view and leaves the arrangement of the pressure element within recognize the joint between the two concrete components. It is particularly evident that the Pressure element in the lowest possible position within the joint can be installed, in particular the two plate-shaped contact profiles 3 and 4 not protrude downward from the pressure webs 2. In particular if the pressure element 1 is made of plastic it is not subject to corrosion, if it is flush with the underside of the component in the joint is arranged and thus exposed to the surrounding climate is.
  • the contact profiles 3 and 4 are flush with the two concrete components A and B. However, they can also do the same anchored in the concrete components by means of projections be or be partially or wholly in this Extend concrete components flat.
  • FIGs 4 to 6 show a pressure element 11, the is constructed similar to the pressure element 1, but to the Pressure webs 12 two additional connecting webs 13 and 14 (see Figures 4 and 6), which is vertical extend to the webs 12 and again vertically are arranged to each other.
  • these connecting bars 13 and 14 With the help of these connecting bars 13 and 14 in particular the bending stiffness and compressive strengths in the different Control directions appropriately.
  • FIGS 7 to 9 again show a pressure element 21, which differs from the pressure element 11 only in that that another connecting web 25 in parallel to the connecting web 23 (the connecting web 13 from Figure 4 corresponds) is provided.
  • FIGS. 10 to 12 a pressure element 31 shown.
  • Pressure bars of the printing elements 1, 11 and 21 such Pressure webs 32, which end in an arc at their ends and in the adjacent plate-shaped thrust bearings 33, 34 (see Figure 10) or in the connecting webs 35 or 36 (see Figure 11).
  • each pressure bar 32 provided with a recess 37 to heat transfer by reducing the pressure element.
  • the advantage of the present invention lies in that the pressure elements due to their lamella construction in the lowest possible position within the joint can be arranged and even with can only be carried out at a low height, which means that moment to be recorded by the pressure element is increased.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Insulated Conductors (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)

Claims (18)

  1. Elément de construction pour l'isolation thermique entre deux parties de construction à bétonner, notamment entre un bâtiment (A) et une partie extérieure (B) en saillie, constitué d'un corps isolant (5) à poser entre ces parties de construction, qui comporte au moins des éléments de pression intégrés qui, à l'état installé de l'élément de construction, s'étendent à travers le corps isolant essentiellement horizontalement et transversalement au développement longitudinal essentiellement horizontal du corps isolant, et qui peuvent être respectivement raccordés aux deux parties de construction,
    caractérisé en ce que les éléments de pression (1, 11, 21, 31) présentent respectivement plusieurs branches de pression (2, 12, 22, 32) s'étendant essentiellement verticalement à l'état installé de l'élément de construction, qui sont respectivement assemblées entre elles en un corps profilé, la longueur des éléments de pression dans la direction du développement longitudinal du corps isolant étant un multiple de leur hauteur verticale.
  2. Elément de construction selon la revendication 1, caractérisé en ce que l'assemblage des branches de pression (2, 12, 22, 32) en un corps profilé respectif (1, 11, 21, 31) s'effectue au moyen d'une branche de liaison (13, 14, 23, 24, 25, 35, 36) s'étendant transversalement aux branches de pression et dans la direction du développement longitudinal du corps isolant (5).
  3. Elément de construction selon la revendication 1, caractérisé en ce que les éléments de pression (1, 11, 21, 31) présentent, sur les côtés tournés vers les parties de construction en béton (A, B), des profilés de contact (3, 4, 33, 34) en forme de plaques, s'étendant parallèlement à la direction longitudinale du corps isolant (5), qui assemblent entre elles les branches de pression (2, 12, 22, 32) en un corps profilé respectif.
  4. Elément de construction selon la revendication 1, caractérisé en ce que les dimensions des branches de pression (2, 12, 22, 32) sont différentes dans les différentes directions de sollicitation, en adaptation aux sollicitations qui apparaissent effectivement.
  5. Elément de construction selon la revendication 1, caractérisé en ce que le corps profilé est constitué d'au moins trois branches de pression (2, 12, 22, 32).
  6. Elément de construction selon la revendication 1, caractérisé en ce que la longueur des éléments de pression (1, 11, 21, 31) dans la direction du développement longitudinal du corps isolant (5) est égale à au moins trois fois leur hauteur.
  7. Elément de construction selon la revendication 1, caractérisé en ce qu'au moins des régions partielles des branches de pression (2, 12, 22, 32) sont inclinées d'au plus 45° par rapport à la verticale.
  8. Elément de construction selon la revendication 1, caractérisé en ce que les branches de pression (2, 12, 22, 32) sont pourvues d'évidements traversants (37) dans la région du corps isolant (5).
  9. Elément de construction selon la revendication 3, caractérisé en ce que les profilés de contact (3, 4, 33, 34) assemblent entre elles les branches de pression (2, 12, 22, 32) qui s'étendent perpendiculairement à ces profilés, et en ce que la surface du profilé est prévue sensiblement de la même taille que la région de section de l'élément de pression (1, 11, 21, 31) qui est circonscrite par les branches de pression.
  10. Elément de construction selon la revendication 3, caractérisé en ce que les profilés de contact (3, 4, 33, 34) sont au moins partiellement incorporés dans le corps isolant (5).
  11. Elément de construction selon la revendication 1, caractérisé en ce que les éléments de pression (1, 11, 21, 31) dépassent au moins partiellement du corps isolant (5).
  12. Elément de construction selon la revendication 3, caractérisé en ce que les profilés de contact (3, 4, 33, 34) sont assemblés en engagement positif aux parties de construction en béton (A, B) limitrophes.
  13. Elément de construction selon la revendication 1, caractérisé en ce que les éléments de pression (1, 11, 21, 31) sont réalisés en matière plastique renforcée par fibres, notamment résistante aux alcalis.
  14. Elément de construction selon la revendication 13, caractérisé en ce que les éléments de pression (1, 11, 21, 31) sont protégés au moins sur un côté par un matériau anti-feu.
  15. Elément de construction selon la revendication 1, caractérisé en ce que la longueur de l'élément de pression (1, 11, 21, 31) dans la direction du développement longitudinal du corps isolant (5) correspond à la longueur du corps isolant.
  16. Elément de construction selon la revendication 1, caractérisé en ce que des branches de pression (2, 12, 22, 32) et/ou des profilés de contact (3, 4, 33, 34) individuels peuvent être combinés de façon modulaire en un élément de pression (1, 11, 21, 31) de longueur variable.
  17. Elément de construction selon la revendication 1, caractérisé en ce que des éléments de pression (1, 11, 21, 31) individuels peuvent être combinés de façon modulaire en un élément de pression de longueur variable.
  18. Elément de construction selon la revendication 16 ou 17, caractérisé en ce que la combinaison des branches de pression (2, 12, 22, 32) et/ou profilés de contact (3, 4, 33, 34) individuels, ou des éléments de pression (1, 11, 21, 31), s'effectue au moyen d'une branche de liaison ou à l'aide de moyens d'assemblage, notamment par collage, clipsage ou enclenchement mutuel.
EP97101949A 1996-05-30 1997-02-07 Elément de construction pour isolation thermique Expired - Lifetime EP0810334B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19621643 1996-05-30
DE19621643A DE19621643A1 (de) 1996-05-30 1996-05-30 Bauelement zur Wärmedämmung

Publications (2)

Publication Number Publication Date
EP0810334A1 EP0810334A1 (fr) 1997-12-03
EP0810334B1 true EP0810334B1 (fr) 2000-11-08

Family

ID=7795641

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97101949A Expired - Lifetime EP0810334B1 (fr) 1996-05-30 1997-02-07 Elément de construction pour isolation thermique

Country Status (5)

Country Link
US (1) US5822938A (fr)
EP (1) EP0810334B1 (fr)
AT (1) ATE197484T1 (fr)
CA (1) CA2204699A1 (fr)
DE (2) DE19621643A1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE459764T1 (de) * 2001-12-20 2010-03-15 Sfs Locher Ag Kragplattenanschlusselement und kragplattenanschlussbaugruppe mit einer anzahl solcher kragplattenanschlusselementen
US20080120940A1 (en) * 2006-08-23 2008-05-29 Daniel Lee Smith Coated insulation hanger
US20100223870A1 (en) * 2009-03-04 2010-09-09 Cincinnati Thermal Spray Inc. Structural Member and Method of Manufacturing Same
US8973317B2 (en) 2013-05-13 2015-03-10 James Larkin Thermal break for concrete slab edges and balconies
US20160002920A1 (en) 2014-07-07 2016-01-07 Composite Technologies Corporation Compression transfer member
CN115749024A (zh) * 2022-07-27 2023-03-07 华南理工大学 适用于高烈度区的高层模块化钢结构建筑节点及施工方法

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3244472A1 (de) * 1982-12-01 1984-06-14 Eberhard Ing. Schöck (grad.), 7570 Baden-Baden Druckelement in einem waermedaemmenden fertigbauteil fuer vorkragende gebaeudeteile
DE3309254A1 (de) * 1983-03-15 1984-10-04 Manfred Dierichs Druckelement in einem waermedaemmenden bauteil fuer vorkragende gebaeudeteile
DE8700301U1 (de) * 1987-01-07 1987-03-26 Schöck Bauteile GmbH, 76534 Baden-Baden Bauelement zur Isolierung bei Gebäuden
DE3722584A1 (de) * 1987-07-08 1989-01-19 Schoeck Bauteile Gmbh Waermedaemmendes bauteil
DE3739967A1 (de) * 1987-11-25 1989-06-08 Meisinger Kg M Stahltraeger fuer eine beton-kragplatte
DE4040433A1 (de) * 1990-12-18 1992-06-25 Strabag Bau Ag Daemmelement
EP0499590B1 (fr) * 1991-02-15 1997-04-16 Reto Bonomo Elément connecteur isolant pour planchers de balcon et l'usage de cet élément
CH685252A5 (de) * 1992-03-02 1995-05-15 Extruplast Gmbh Kragplattenanschlusselement.
US5743056A (en) * 1992-04-10 1998-04-28 Balla-Goddard; Michael Steven Andrew Building panel and buildings made therefrom
DE9318354U1 (de) * 1993-11-18 1994-03-24 Max Frank Gmbh & Co Kg, 94339 Leiblfing Balkonanschluß
US5598673A (en) * 1994-01-18 1997-02-04 Atkins; Mark R. Masonry cavity wall air space and weeps obstruction prevention system
US5535565A (en) * 1994-09-28 1996-07-16 Majnaric Technologies, Inc. Containment structure and method of making same
DE4436808C2 (de) * 1994-10-14 1999-06-17 Schaedler Felix Dipl Ing Verbindungselement
DE9417777U1 (de) * 1994-11-05 1995-01-05 Dausend, Hans-Werner, 42289 Wuppertal Kragplattenanschlußelement
US5570552A (en) * 1995-02-03 1996-11-05 Nehring Alexander T Universal wall forming system

Also Published As

Publication number Publication date
DE59702589D1 (de) 2000-12-14
US5822938A (en) 1998-10-20
CA2204699A1 (fr) 1997-11-30
DE19621643A1 (de) 1997-12-04
ATE197484T1 (de) 2000-11-11
EP0810334A1 (fr) 1997-12-03

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