EP1031668B1 - Elément de construction pour l'isolation thermique - Google Patents

Elément de construction pour l'isolation thermique Download PDF

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Publication number
EP1031668B1
EP1031668B1 EP99122823A EP99122823A EP1031668B1 EP 1031668 B1 EP1031668 B1 EP 1031668B1 EP 99122823 A EP99122823 A EP 99122823A EP 99122823 A EP99122823 A EP 99122823A EP 1031668 B1 EP1031668 B1 EP 1031668B1
Authority
EP
European Patent Office
Prior art keywords
building element
element according
transverse load
building
load bars
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
EP99122823A
Other languages
German (de)
English (en)
Other versions
EP1031668A3 (fr
EP1031668A2 (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
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Publication of EP1031668A2 publication Critical patent/EP1031668A2/fr
Publication of EP1031668A3 publication Critical patent/EP1031668A3/fr
Application granted granted Critical
Publication of EP1031668B1 publication Critical patent/EP1031668B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F19/00—Other details of constructional parts for finishing work on buildings
    • 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 device for thermal insulation between two Components, in particular between a building (A) and a projecting Outer part (B), consisting of an intermediate to be laid Insulating body having at least transverse force bars, which are transverse to the longitudinal extent of the insulating body pass through it and at least projecting from the building, where they the insulating body - starting from the Building side - cross diagonally from top to bottom.
  • Such components allow projecting outer parts, in particular Balcony slabs, with the corresponding false ceiling of a building to connect, with the usual thermal bridges as far as possible be eliminated by the intermediate insulator. you put Therefore, in practice, increasingly through and are now in numerous embodiments known.
  • the insulators are next the above-mentioned shear bars in general also with tension rods and pressure rods fitted so that the projecting outer part of no further Support needs. However, if the outer part is supported at its end is, can be dispensed with the tension rods. On the other hand are the Compression rods in both cases necessary to squeeze the To prevent insulating body.
  • the said components to the effect be improved, that they by a more universal power distinguished.
  • This object is achieved in that - based on the horizontal installation of the component - at least some of the lateral force rods during their traversal of the insulating body from the vertical plane run out, such that the emerging from the insulator body ends the transverse force rod not only vertically but also horizontally against each other are offset.
  • the transverse force bars thus extend in the region of the insulating body slightly inclined to the vertical plane, and thus not only pure vertical forces, but depending on their angle of inclination relative to the vertical plane also absorb forces in the horizontal direction, parallel to the insulating body.
  • Such forces transverse to the rod longitudinal direction can wind or Seismic load on the projecting outer part occur.
  • Farther Investigations by the applicant have shown that especially at terminals from steel girders horizontal stabilization forces occur.
  • the inventive design allows the transverse force rods a much more stable fixation of the outer part and the previous Bending stress of the reinforcing bars, which are common is a recurring Biege Cookbelast, deleted.
  • the Reinforcing bars are thus subject only to a pure normal force stress, so that the cross-sectional area of the insulating body penetrating Rods can be reduced to a minimum.
  • a particularly expedient development of the invention is the one transverse force bars, which are tilted according to the invention, in pairs in mirror image, ie opposite to each other to arrange. In this way, the occurring at vertical load compensate each other horizontal reaction forces, that is, the connected Components experience no resulting horizontal stress.
  • Another advantageous embodiment of the invention is that Inclination of the shear bars to be chosen so that they are from the building side approach each other towards the projecting outer part. Thereby are the lateral force bars on the outside only a maximum of about 5 cm, in particular about 2 cm to about 4 cm apart, which is especially true It is advantageous if, instead of a reinforced concrete outer part, a wood or steel construction should be connected to the building, because the connection then only locally, quasi punctiform, and not areal like a concrete balcony slab.
  • connection of the transverse rod ends with the mounting plate takes place preferably such that the transverse force bars obliquely on the mounting plate meet, that is, that the transverse force bars at its outer-side end do not need to be bent back to the horizontal plane.
  • she can either go through the mounting plate and with her bolted or welded or the mounting plate has molded oblique stumps, with the obliquely arriving transverse force bars correspond and butt welded at the joint become.
  • transverse force rods but also with a fastening device be connected in the form of an angle or in another form.
  • the transition from the inclined relative to the vertical plane course of the transverse force bar in the horizontal course, at least on the building side, in many applications but also on the outside to realize is suitably carried out via a bow, in particular circular arc, where it is particularly favorable, this same bow for the Transition from the inclined relative to the horizontal plane course of the Use transverse force rod in the horizontal plane. You come by it for both inclinations with one and the same arc.
  • transverse distributor bar instead of the aforementioned transverse distributor bar, with a certain Distance to the insulating body is arranged, you can also with a plate work into which the transverse force rods run. In this plate can it is in particular the above-described fastening device act.
  • the component shown in Figures 1 to 3 consists of a elongated, rectangular insulating body 1, which in its upper part with a plurality of tension rods 2 and in its lower portion with the same Number of pressure bars 3 is equipped. While the tension rods 2 themselves far into the two adjoining concrete components, ie in the direction indicated by A. Buildings on the one hand and the protruding outer part indicated by B B on the other hand hineineruiten, the pressure bars 3 only relatively short projections with respect to the insulating body 1 and are for their Ends provided with anchor plates 3a.
  • the insulating body 1 is equipped with a plurality of transverse force bars 4, from the building side A about the same amount of tension rods in the insulator enter, run diagonally down inside the insulator and emerge from the insulating body approximately at the level of the pressure rods 3 and in the projecting component continue to run.
  • transverse force rods 4 not only this usual Offset from top to bottom, but also have one Offset with respect to the vertical plane.
  • the angle at which the shear bars tilt relative to the vertical plane are in the embodiment about 20 °.
  • transverse force rods are not inclined in the same direction, but that one half in one direction, the other half inclined opposite.
  • transverse force bars the same Tilt grouped together
  • they can also take turns consecutive.
  • the latter design is recommended when the probation elements are as concentrated as possible on the outside to be around them with a common fastening device connect to.
  • Such a design is shown in Figures 4 and 5.
  • the insulating body 1 is cuboid and much shorter than in the case of previously written component. He is Figure 4 for clarity indicated only by a few dash-dotted lines.
  • the pressure rods 3 open and the transverse force rods 4 after passing through the insulating body in a common fastening device 5, which is plate-like and on its side facing away from the insulating body 1 outside 5a a plane vertical Has contact surface for connection of the projecting outer part.
  • a connection plate 9 the preferably adjustable to be mounted on the fastening device 5 can.
  • the fastening device 5 is supported by adjustable stop nuts 6 from the associated pressure rods 3 from. By virtue of or turning back the nuts 6 on the push rods 3, in this area have a thread, thus can be the position as well as the adjust the angular orientation of the fastening device 5.
  • the fastening device 5 could also be adjusted be connected to the tension rods 2.
  • the but pull rods 2 through up to the terminal plate 9, wherein the position in the train area also by the nuts arranged on the tie rods 6 ', which of course also on the rear part of the connection plate 9 must be adjustable.
  • connection plate 9 only on the tension rods 2 arranged nuts 6 'can be adjusted. Then they need to The pressure rods arranged nuts 6 no longer accessible from the outside but can be fully enclosed by the insulating body 1. Furthermore In this case, the pressure bars can also be directly, with omission the nuts 6 are welded to the fastening device 5. In both cases, the insulating body 1 to the fastening device. 5 protrude and stretch vertically from there; you get in the upper portion of the fastening device 5 automatically a gap, to turn the nuts 6 'can.
  • the fastening device 5 with a horizontal Provided support surface 5c on which a mounted on the terminal plate 9 Projection 9a can be launched.
  • the through holes in the connection plate 9 for to form the reinforcing bars as slots are required.
  • the transverse force rods 4 are, as is apparent especially from FIG. 5, arranged in such a way that that they are from the building side to the projecting outer part approach each other. However, they are no longer at their lower ends bent back to the horizontal, but run directly diagonally on the Locking device 5 to. So that anyway a manufacturing technology and statically optimal welding connection can be generated, has the fastening device 5 two obliquely upwardly running stumps 5b, the are shaped and positioned so that they are inclined with the ends of the below running transverse force rods 4 correspond, so that the mutual Flush surfaces converge flush and are welded there can, in particular by flash butt welding. These stumps can be generated by the fastening device 5 a Drop forging is local or by being at the opposite side of the stumps is compressed, the upsetting tools act obliquely.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Insulated Conductors (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Thermal Insulation (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Claims (14)

  1. Élément de construction pour réaliser une isolation thermique entre deux éléments, notamment entre un bâtiment (A) et un élément extérieur en saillie (B), composé d'un corps isolant (1) à poser entre ces derniers, lequel présente au moins des barres (4) pour absorber les forces transversales, barres qui traversent de part en part le corps isolant transversalement à son étendue longitudinale et font saillie au moins côté bâtiment, les barres (4) traversant le corps isolant en biais de haut en bas en partant du côté bâtiment, caractérisé en ce que, concernant la mise en oeuvre ou installation horizontale de l'élément de construction, au moins certaines des barres (4) destinées à absorber les forces transversales sortent du plan vertical lors de leur passage à travers du corps isolant (1), de telle manière que les extrémités de la barre (4) destinée à absorber les forces transversales qui sortent du corps isolant (1) sont décalées les unes par rapport aux autres non seulement verticalement, mais également horizontalement.
  2. Élément de construction selon la revendication 1, caractérisé en ce que les barres (4) destinées à absorber les forces transversales, placées dans le corps isolant (1), forment par rapport au plan vertical un angle compris entre 3 degrés et 35 degrés, notamment entre 10 degrés et 25 degrés.
  3. Élément de construction selon la revendication 1, caractérisé en ce que les barres (4) destinées à absorber les forces transversales sont respectivement inclinées en miroir deux par deux.
  4. Élément de construction selon la revendication 1, caractérisé en ce que l'inclinaison par rapport au plan vertical des barres (4) destinées à absorber les forces transversales est telle qu'elles se rapprochent les unes des autres du côté bâtiment (A) vers l'élément extérieur en saillie (B).
  5. Élément de construction selon la revendication 1, caractérisé en ce que l'écart entre des barres (4) destinées à absorber les forces transversales associées s'élève côté élément extérieur à environ 5 cm au maximum et est notamment compris entre 2 et 4 cm.
  6. Élément de construction selon la revendication 1, caractérisé en ce que les extrémités, côté élément extérieur, d'au moins une paire de barres (4) destinées à absorber les forces transversales, et, le cas échéant, des extrémités adjacentes de barres de compression (3), ainsi que, éventuellement, des extrémités adjacentes de barres de traction (2), portent un dispositif de fixation commun (5).
  7. Élément de construction selon la revendication 6, caractérisé en ce que le dispositif de fixation (5) est conçu comme une plaque dont la face extérieure (5a) est verticale.
  8. Élément de construction selon la revendication 6, caractérisé en ce que le dispositif de fixation (5) présente des moignons (5b) faisant corps avec lui, qui coïncident avec les barres (4) destinées à absorber les forces transversales qui les rejoignent par le haut.
  9. Élément de construction selon la revendication 6, caractérisé en ce que des saillies (9a) et/ou des évidements sont placés sur le dispositif de fixation (5) et/ou sur un élément d'assemblage (9) de l'élément en saillie, par le biais desquels l'élément d'assemblage (9) prend appui verticalement sur le dispositif de fixation (5).
  10. Élément de construction selon la revendication 6, caractérisé en ce que le dispositif de fixation (5) est monté de façon réglable sur ses barres de compression (3).
  11. Élément de construction selon la revendication 1, caractérisé en ce que la transition entre le tracé oblique, par rapport au plan vertical, des barres (4) destinées à absorber les forces transversales et le tracé horizontal est assurée par un arc correspondant, notamment par un arc de cercle.
  12. Élément de construction selon la revendication 11, caractérisé en ce que la transition entre le tracé oblique, par rapport au plan horizontal, des barres (4) destinées à absorber les forces transversales et le plan horizontal est assurée par le même arc.
  13. Élément de construction selon la revendication 11 ou 12, caractérisé en ce que les transitions en forme d'arc sont situées chacune en dehors du corps isolant (1).
  14. Élément de construction selon la revendication 1, caractérisé en ce que les extrémités en saillie des barres (4) destinées à absorber les forces transversales sont en liaison active avec au moins une barre de répartition transversale (10) s'étendant parallèlement au corps isolant (1) et à distance de celui-ci.
EP99122823A 1999-02-26 1999-11-17 Elément de construction pour l'isolation thermique Expired - Lifetime EP1031668B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29903589U DE29903589U1 (de) 1999-02-26 1999-02-26 Bauelement zur Wärmedämmung
DE29903589U 1999-02-26

Publications (3)

Publication Number Publication Date
EP1031668A2 EP1031668A2 (fr) 2000-08-30
EP1031668A3 EP1031668A3 (fr) 2002-09-11
EP1031668B1 true EP1031668B1 (fr) 2004-05-12

Family

ID=8070079

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99122823A Expired - Lifetime EP1031668B1 (fr) 1999-02-26 1999-11-17 Elément de construction pour l'isolation thermique

Country Status (3)

Country Link
EP (1) EP1031668B1 (fr)
AT (1) ATE266779T1 (fr)
DE (2) DE29903589U1 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1647643A1 (fr) * 2004-10-12 2006-04-19 HALFEN GmbH & CO. Kommanditgesellschaft Dispositif d'armature pour la connexion de deux éléments de construction
DE102006011336A1 (de) * 2006-03-09 2007-09-13 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102007014925A1 (de) * 2007-03-22 2008-09-25 Bert Kolpatzik Bauelementsystem zur Wärmedämmung
DE102007014927A1 (de) * 2007-03-22 2008-09-25 Bert Kolpatzik Bauelementsystem zur Wärmedämmung
DE102007014926A1 (de) * 2007-03-22 2008-09-25 Bert Kolpatzik Elementierung eines Bauelementsystems zur Wärmedämmung
CH699781B1 (de) * 2008-10-23 2013-11-15 Basys Ag Anschlusselement für Gebäudeverbindungen.
DE102019116683A1 (de) * 2019-06-19 2020-12-24 Schöck Bauteile GmbH Bauelement zum einbau in trennfugen von gebäuden
FR3120640B1 (fr) * 2021-03-11 2023-11-03 Josselin Guicherd Système de chaînage avec rupteur thermique

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4302683A1 (de) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
DE19508292A1 (de) * 1995-03-09 1996-09-12 Rolf Hirn Bauelement zur Wärmedämmung von Gebäuden
DE19528130B4 (de) * 1995-06-24 2005-07-21 Schöck Bauteile GmbH Bauelement zur Wärmedämmung

Also Published As

Publication number Publication date
EP1031668A3 (fr) 2002-09-11
ATE266779T1 (de) 2004-05-15
EP1031668A2 (fr) 2000-08-30
DE59909468D1 (de) 2004-06-17
DE29903589U1 (de) 1999-05-20

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