EP2080841A2 - Elément de pose de dalles en console - Google Patents

Elément de pose de dalles en console Download PDF

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Publication number
EP2080841A2
EP2080841A2 EP08172989A EP08172989A EP2080841A2 EP 2080841 A2 EP2080841 A2 EP 2080841A2 EP 08172989 A EP08172989 A EP 08172989A EP 08172989 A EP08172989 A EP 08172989A EP 2080841 A2 EP2080841 A2 EP 2080841A2
Authority
EP
European Patent Office
Prior art keywords
cantilever
plate
thrust plate
legs
connection element
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
EP08172989A
Other languages
German (de)
English (en)
Other versions
EP2080841A3 (fr
EP2080841B1 (fr
Inventor
Philippe Endters
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.)
SPAETER Zug AG
Original Assignee
Sybaco AG
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Filing date
Publication date
Application filed by Sybaco AG filed Critical Sybaco AG
Priority to PL08172989T priority Critical patent/PL2080841T3/pl
Publication of EP2080841A2 publication Critical patent/EP2080841A2/fr
Publication of EP2080841A3 publication Critical patent/EP2080841A3/fr
Application granted granted Critical
Publication of EP2080841B1 publication Critical patent/EP2080841B1/fr
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Anticipated expiration legal-status Critical

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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 heat-insulating cantilever connection element, comprising an insulation body and at least one thrust plate, which passes through the insulation body and extends perpendicular to its longitudinal extent, wherein the thrust plate protrudes on both sides with their end faces from the insulation plate.
  • Heat-insulating cantilever connection elements have been known since the early 1980s.
  • Kragplattenan gleich By insulating Kragplattenan gleich implant over the building body projecting plates are connected to the building.
  • both the bottom cover plate and the cantilever plate each have a lower and an upper reinforcing mesh and the Kragplattenan gleich implant connect these networks across the joint between these two plates.
  • the known Kragplattenan gleich institute upper tie rods and lower pressure bars. The tension rods and the pressure rods pass through the insulation body.
  • this cantilever panel connection element has been slightly improved by additionally simplifying the tension bars and pressure bars by means of welded-on transverse bars running parallel to the longitudinal direction of the insulating body so as to avoid the end plates.
  • This solution is in the CH 689,231 disclosed.
  • the cantilever connection element is designated overall by 1.
  • the element comprises a heat insulation board or an insulation body 2 whose height corresponds to the thickness of the ground cover plate or the cantilever plate.
  • the bottom cover plate which of course is not part of the invention, is designated 10.
  • In alignment continuation of the bottom cover plate 10 extends the cantilever 20.
  • Between the bottom cover plate 10 and the cantilever 20 extends the joint 30.
  • the joint 30 thus determines the dimension of the insulating body 2.
  • This insulating body 2 is usually made of the known thermal insulation materials. In particular, glass wool, rock wool and foamed plastic materials come into question and are available on the market as plates of different thicknesses.
  • the statically relevant parts of the Kragplattenan gleichiatas consist of the thrust plates 3, which are arranged perpendicular to the direction of the joint and thus also perpendicular to the longitudinal axis A of the insulating body 2.
  • the thrust plates 3 are arranged mutually parallel and extending at regular intervals.
  • these thrust plates 3 will be made of stainless steel.
  • the push plates are Preferably absolutely flat and have in the embodiment according to the Figures 1 and 2 a rectangular basic shape.
  • the upper and lower horizontal edges end approximately at the level of the upper Armierisnetze 11 in the bottom cover plate 10 and at the height of the upper Armsammlungsnetze 21 in the cantilever 20 and at the bottom of the lower Armsammlungsnetze 12 and 22 in the bottom cover plate 10 and the cantilever 20th In principle, however, this relation is not mandatory.
  • the pusher plate can also be made higher or less high than shown and described here.
  • the width of the thrust plate 3 corresponds at least to the thickness of the insulating body, but it is preferably longer and therefore protrudes on both sides of the insulating body 2 addition.
  • the supernatant of the thrust plate 3 is denoted by 5. This supernatant 5 is chosen so that it corresponds to at least the minimum coverage of the reinforcement. Normally, this corresponds to at least 10 to a maximum of 30 millimeters.
  • bracket 6 are welded. These brackets 6 are U-shaped.
  • the brackets 6 have upper legs 60 and lower legs 61, which are parallel to each other and connected to each other via a connecting piece 62. According to the version in the Figures 1 and 2 is shown is this connector 62 is straight and is firmly connected over its entire length or a partial length via a weld 8 with the end face 7 of the thrust plate 3.
  • the length of the weld or the weld 8 must be at least the statically required length. This is a normal strength calculation for the person skilled in the art.
  • the weld will run virtually over the entire length of the connecting piece 62, while in Kragplattenan gleich institute for thick cantilevers only in the upper and lower weld seams, each with a length of for example 20 - 60 mm suffice.
  • the upper reinforcing mesh 21 is laid resting while the lower leg 61 rests on a lower reinforcing mesh 22.
  • These top nets 11, 21 in the bottom cover plate 10 and cantilever 20 are connected to each other with appropriate Abbinddrähten on site.
  • the type of installation shown here is one possible way of laying, but not the most common one. More often, the Kragplattenan gleich institute be laid first and then the Arm istsnetze 21, 22 laid.
  • the upper leg 60 of all the bracket 6 and the lower leg 61 can also be connected to each other by means of a welded transverse bar 9.
  • These cross bars 9 are not necessarily part of the cantilever plate connection elements for static reasons.
  • the cross bars 9 serve only to increase the strength of the cantilever panel connection element itself and increases their handling during transport.
  • these cross bars for connecting the already mentioned networks 11, 21 and 12, 22 serve.
  • a transverse bar 9 ' can also be welded on the connecting piece 62.
  • FIG. 3 an alternative of the invention Kragplattenan gleich institutes is shown.
  • the Kragplattenan gleichelement 1 is in turn provided with an insulating body 2 and through this insulating body 2 extend transversely to the longitudinal extent and thus perpendicular to the joint longitudinal direction turn the thrust plates 3.
  • At the thrust plates 3 are in the plane which spans the thrust plate on both sides again arranged bracket 6.
  • brackets 6 are again U-shaped, but in contrast to the example described above, the connecting pieces 62 extend in a semicircle.
  • the vertical end faces 7 are cut corresponding curved in the same radius.
  • the weld 8 follows according to this curvature.
  • the thrust plate 3 is in this version slightly higher than the distance between the two parallel legs 60 and 61. However, this is not mandatory and the height of the thrust plate 3 may also be less than the distance between the legs 60 and 61 of the bracket 6.
  • transverse rods 9 the connecting pieces 62 and thus the bracket 6 connected to each other.
  • larger bending radii are realized and according to the bracket 6 can be used as a reinforcing bar with a much larger cross-section, so that correspondingly high static forces can be transmitted.
  • the upper leg 60 and the lower leg 61 can be made by appropriate choice of the height of the thrust plate 3 so that the horizontal edge 4 with the corresponding top of the upper leg 60 and the lowest Edge of the lower legs 61 are aligned.
  • the thrust plate could only be the same length as the thickness of the insulating plate be. In the embodiment selected here, however, the thrust plate protrudes on both sides of the insulating body 2 and in the installed state now protrudes the corresponding supernatant 5 in the adjacent cantilever plate 20 on the one hand and in the adjacent Bodenskante the other. This ensures that the welded area is completely covered by the concrete and thus is not exposed to the environment. This is not feasible in solutions in which corresponding tension rods and pressure rods, which are welded to the upper edges or lower edges of the thrust plates, not feasible.
  • Another advantage of the inventive solution is also that the joint gap traverses remain only the thrust plates and not additionally traverse the tension and compression rods this joint gap and accordingly the heat conduction is minimized.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Connection Of Plates (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)
EP08172989.9A 2008-01-18 2008-12-29 Elément de pose de dalles en console Active EP2080841B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL08172989T PL2080841T3 (pl) 2008-01-18 2008-12-29 Element łączący płyty wspornikowe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH702008 2008-01-18

Publications (3)

Publication Number Publication Date
EP2080841A2 true EP2080841A2 (fr) 2009-07-22
EP2080841A3 EP2080841A3 (fr) 2012-07-11
EP2080841B1 EP2080841B1 (fr) 2015-01-28

Family

ID=40469791

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08172989.9A Active EP2080841B1 (fr) 2008-01-18 2008-12-29 Elément de pose de dalles en console

Country Status (2)

Country Link
EP (1) EP2080841B1 (fr)
PL (1) PL2080841T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013100357A1 (de) * 2013-01-14 2014-07-17 Schöck Bauteile GmbH Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil
DE102013100356A1 (de) * 2013-01-14 2014-07-17 Schöck Bauteile GmbH Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0034332A2 (fr) 1980-02-14 1981-08-26 Eberhard Schöck Elément de construction pour l'isolation thermique de bâtiments
EP0119165A2 (fr) 1983-03-11 1984-09-19 Walter Egger Elément de raccordement pour plaque en porte-à-faux
EP0499590A1 (fr) 1991-02-15 1992-08-19 Reto Bonomo Elément connecteur isolant pour planchers de balcon et l'usage de cet élément
EP0822299A1 (fr) 1996-07-30 1998-02-04 Basys AG Elément de liaison
CH689231A5 (de) 1995-01-18 1998-12-31 Eth Sia Reto Bonomo Dipl Ing Waermedaemmendes Kragplattenanschlusselement.

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT408675B (de) * 1999-02-12 2002-02-25 Avi Alpenlaendische Vered Einrichtung zum anschliessen von kragplatten an eine wand- oder deckenkonstruktion
DE20316774U1 (de) * 2003-10-30 2004-02-12 Schöck Entwicklungsgesellschaft mbH Bauelement zur insbesondere nachträglichen beabstandeten Befestigung von Bauteilen an Gebäudeteilen

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0034332A2 (fr) 1980-02-14 1981-08-26 Eberhard Schöck Elément de construction pour l'isolation thermique de bâtiments
EP0119165A2 (fr) 1983-03-11 1984-09-19 Walter Egger Elément de raccordement pour plaque en porte-à-faux
EP0499590A1 (fr) 1991-02-15 1992-08-19 Reto Bonomo Elément connecteur isolant pour planchers de balcon et l'usage de cet élément
CH689231A5 (de) 1995-01-18 1998-12-31 Eth Sia Reto Bonomo Dipl Ing Waermedaemmendes Kragplattenanschlusselement.
EP0822299A1 (fr) 1996-07-30 1998-02-04 Basys AG Elément de liaison

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013100357A1 (de) * 2013-01-14 2014-07-17 Schöck Bauteile GmbH Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil
DE102013100356A1 (de) * 2013-01-14 2014-07-17 Schöck Bauteile GmbH Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil

Also Published As

Publication number Publication date
PL2080841T3 (pl) 2015-08-31
EP2080841A3 (fr) 2012-07-11
EP2080841B1 (fr) 2015-01-28

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