EP0338972B1 - Elément de raccordement pour panneau en porte-à-faux - Google Patents

Elément de raccordement pour panneau en porte-à-faux Download PDF

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Publication number
EP0338972B1
EP0338972B1 EP89810129A EP89810129A EP0338972B1 EP 0338972 B1 EP0338972 B1 EP 0338972B1 EP 89810129 A EP89810129 A EP 89810129A EP 89810129 A EP89810129 A EP 89810129A EP 0338972 B1 EP0338972 B1 EP 0338972B1
Authority
EP
European Patent Office
Prior art keywords
attachment element
cantilever
reinforcing rods
cantilever panel
element according
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
EP89810129A
Other languages
German (de)
English (en)
Other versions
EP0338972A1 (fr
Inventor
Heinz Witschi
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.)
CESSIONE;EGCO S.A.
Original Assignee
BAU-BOX EWIAG
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 BAU-BOX EWIAG filed Critical BAU-BOX EWIAG
Priority to AT89810129T priority Critical patent/ATE63589T1/de
Publication of EP0338972A1 publication Critical patent/EP0338972A1/fr
Application granted granted Critical
Publication of EP0338972B1 publication Critical patent/EP0338972B1/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 present invention relates to a cantilever plate connection element for the insulated, non-positive connection of a floor cover plate with a cantilever plate, with a cuboid-shaped insulation body and reinforcing bars passing through it.
  • Cantilever panel connection elements of the type mentioned above have been known in various designs for a few years.
  • DE-A 3116 381 Schough
  • a cantilever plate connection element of the type mentioned above in addition to the tension rods crossing the joint, pressure elements which take over the transmission of the pressure forces are also inserted in the insulation body.
  • a second embodiment according to EP-A 0119165 uses rods shaped in loops without, however, additionally using transverse force rods. Each pull and push rod form a loop. Against the spreading effect of the two bars, the joint bracket is attached on both sides, which in the installed position of the element in the corresponding Slabs are concreted.
  • DE-A 34 46006 also proposes to provide the rods in the joint area with corrosion-resistant sleeves.
  • the object of the present invention is to create a solution which is optimized with regard to the three criteria.
  • This object is achieved by a cantilever plate connecting element according to the preamble of patent claim 1, which is characterized in that that at least two reinforcing bars are arranged vertically one above the other, each on both sides of the insulation body in end plates made of corrosion-resistant material.
  • Balconies are a particularly important area of application for cantilever panels.
  • the balcony is therefore the cantilever plate or cantilever plate 1, which must be connected to the building, in particular with the floor slab 2 lying in the same plane. This connection is made by the cantilever panel connection element.
  • the required heat and sound insulation between the two concrete slabs 1 and 2 is created by means of an insulation body 3.
  • the floor slab 2 lies on the corresponding masonry 4, while the cantilever plate 1 hangs on the reinforcing bars 5.
  • the reinforcement bars are called 5 compression or tension bars.
  • the upper rods in the installed position are predominantly subjected to tensile forces and the lower rods are predominantly subjected to compressive forces which are brought about by the torque of the dead weight and the load on the cantilever plate 1.
  • One tension and one compression rod 5, which are arranged at least approximately vertically one above the other in the installed position, are combined in pairs by means of corrosion-resistant end plates 6.
  • the end plates 6, in the installed state of the element are combined on one side in the end face of the respective concrete plate 1 or 2 and with the other side directly on the insulation body 3 and together form the cantilever plate connection element.
  • both all tension and all compression bars of an element can be connected to at least one cross bar 7 running parallel to the longitudinal direction of the insulation body 3.
  • all tension and compression rods can be made of inexpensive structural steel and can only be protected against corrosion by a coating.
  • the end plates have to be made of corrosion-resistant material, such as stainless steel.
  • the end plates 6 have a multiple function. On the one hand, they serve, as already described, to hold a tension and a compression rod. Furthermore, similar to ironing in the EA 0119165 cited at the beginning, they counteract the expansion effect of the compression and tension rods 5 in the joint area. However, they are cheaper than the stirrups mentioned because they are located directly at the joint and are therefore effective earlier. Another function has proven to be particularly effective.
  • the reinforcing bars 5 Due to the changing load on the cantilever plate 1, the reinforcing bars 5 are deformed elastically, even if only to a limited extent. In the area of the introduction of the reinforcing bars into the concrete slabs, concrete particles have repeatedly flaked off. This created two serious problems in these places there is increased corrosion of the bars and secondly concrete erosion, which results in further spalling of concrete, and secondly the static forces change the longer the part of the reinforcing bars that is no longer held in the concrete. By using the end plates according to the invention, these problems can be avoided without having to resort to oversized and rustproof reinforcing bars. In this way, safety and service life can be increased without significantly affecting the economy of the cantilever panel connection element.
  • FIG. 2 in which a side view is shown, it can clearly be seen that the reinforcing bars 5 are each covered with a sleeve 8.
  • These sleeves are in turn made of non-corroding material, for example stainless steel.
  • the sleeves 8 do not rest on the reinforcing bars 5.
  • a cavity thus remains, which is filled with a hardening material 9.
  • Good experience has been gained, in particular, with plastic-modified mortar, which has a very high compressive strength.
  • the compressive strength of the material must in any case be equal to or higher than that of concrete.
  • the hardness should preferably be more than 500 kg / cm2.
  • the sleeves 8 are dimensioned such that they protrude into the concrete slabs 1 and 2 on both sides when installed. With this configuration, the risk of corrosion of the rods 5 can be completely avoided without having to resort to the expensive, stainless steel for the entire rods.
  • the variant ultimately shown in FIG. 3 differs only in the transverse force rod 10 from the embodiment in FIGS. 1 and 2.
  • the transverse force rod 10 in contrast to the other supports 5, the transverse force rod 10 must be made entirely of stainless steel.
  • the insulation body can be made of rock wool or foamed plastic. When using the above-mentioned plastic, the insulation body 3 can during production are foamed directly onto the cantilever panel connection element.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Semiconductor Integrated Circuits (AREA)
  • Radar Systems Or Details Thereof (AREA)
  • Analogue/Digital Conversion (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Floor Finish (AREA)
  • Mechanical Coupling Of Light Guides (AREA)
  • Pressure Sensors (AREA)
  • Particle Formation And Scattering Control In Inkjet Printers (AREA)

Claims (6)

1. Elément de raccordement pour panneau en porte-à-faux pour liaison mécanique isolée d'une plaque de plafond (2) avec une plaque en porte-à-faux (1), avec un corps isolant rectangulaire (3) et des barres d'armature le traversant (5), caractérisé en ce qu'il y a au moins deux barres d'armature (5) disposées l'une au-dessus de l'autre en matériau résistant à la corrosion (3) de chaque côté du corps isolant (3) dans des plaques frontales.
2. Elément de raccordement pour panneaux en porte-à-faux selon la revendication 1, caractérisé en ce que les barres d'armatures (5) sont entourées de douilles (8) résistantes à la corrosion au moins dans la zone traversant le corps isolant (3), en remplissant chaque intervalle entre une douille (8) et la barre d'armature (5) d'une masse durcissable (9) qui a une plus grande dureté que le béton et que les douilles (8) traversent les plaques frontales.
3. Elément de raccordement pour panneaux en porte-à-faux selon la revendication 2, caractérisé en ce qu'en plus des barres d'armature entourées de douilles (8), sont prévues des barres d'armature (10) en matériau résistant à la corrosion, qui servent à reprendre les faces transversales et sont également maintenues dans les plaques frontales (6).
4. Elément de raccordement pour panneaux en porte-à-faux selon la revendication 2, caractérisé en ce que l'espace intermédiaire est rempli de mortier traité par de la matière plastique.
5. Elément de raccordement pour panneaux en porte-à-faux, caractérisé en ce que le corps isolant (3) se compose d'un matériau directement expansé.
6. Elément de raccordement pour panneaux en porte-à-faux, caractérisé en ce qu'on remplit l'espace intermédiaire avec un matériau qui présente une dureté supérieure à 500 kg/cm².
EP89810129A 1988-04-22 1989-02-17 Elément de raccordement pour panneau en porte-à-faux Expired - Lifetime EP0338972B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89810129T ATE63589T1 (de) 1988-04-22 1989-02-17 Kragplattenanschlusselement.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH1505/88 1988-04-22
CH1505/88A CH676615A5 (fr) 1988-04-22 1988-04-22

Publications (2)

Publication Number Publication Date
EP0338972A1 EP0338972A1 (fr) 1989-10-25
EP0338972B1 true EP0338972B1 (fr) 1991-05-15

Family

ID=4212016

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89810129A Expired - Lifetime EP0338972B1 (fr) 1988-04-22 1989-02-17 Elément de raccordement pour panneau en porte-à-faux

Country Status (6)

Country Link
US (1) US4959940A (fr)
EP (1) EP0338972B1 (fr)
AT (1) ATE63589T1 (fr)
CH (1) CH676615A5 (fr)
DE (1) DE58900117D1 (fr)
FI (1) FI91652C (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0499590A1 (fr) * 1991-02-15 1992-08-19 Reto Bonomo Elément connecteur isolant pour planchers de balcon et l'usage de cet élément
FR2686111A1 (fr) * 1992-01-10 1993-07-16 Job Jean Claude Console support pour fixation a une paroi d'elements decoratifs architecturaux.
DE4300181A1 (de) * 1993-01-07 1994-07-14 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
EP0792972A1 (fr) * 1996-02-27 1997-09-03 Pecon AG Elément de raccordement pour dalle en porte-à-faux
DE19908388B4 (de) * 1999-02-26 2008-10-30 Schöck Bauteile GmbH Bauelement zur Wärmedämmung

Families Citing this family (66)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4102332C2 (de) * 1991-01-26 1998-07-02 Frank Gmbh & Co Kg Max Balkonanschluß
DE4103278A1 (de) * 1991-02-04 1992-08-13 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE4214704A1 (de) * 1992-05-02 1993-11-04 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE4302683A1 (de) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
DE4342673A1 (de) * 1993-12-15 1995-06-22 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
US5487249A (en) * 1994-03-28 1996-01-30 Shaw; Ronald D. Dowel placement apparatus for monolithic concrete pour and method of use
DE19528130B4 (de) * 1995-06-24 2005-07-21 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
US5678952A (en) * 1995-11-16 1997-10-21 Shaw; Lee A. Concrete dowel placement apparatus
CH691269A5 (de) * 1996-07-08 2001-06-15 Pecon Ag Querkraftdorn.
CH691606A5 (de) * 1996-11-08 2001-08-31 Pecon Ag Kragplattenanschlusselement.
DE19652736B4 (de) * 1996-12-18 2006-02-16 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE19705698B4 (de) * 1997-02-14 2007-08-09 Döllen, Heinz von Vorgefertigtes, zwischen eine tragende Gebäudedecke und eine Balkonplattform im Zuge der Betonierung der Gebäudedecke und der Balkonplattform einzubetonierendes Dämmelement
USD419700S (en) * 1998-11-20 2000-01-25 Shaw Lee A Load transfer dowel holder
US6210070B1 (en) 1999-04-14 2001-04-03 Ron D. Shaw Concrete dowel slip tube with clip
NL1012410C2 (nl) * 1999-06-22 2001-01-10 R C M Ankertec B V Betonconstructie met ankerstaven alsmede ankerstaaf.
US6502359B1 (en) * 2000-02-22 2003-01-07 Bometals, Inc. Dowel placement apparatus for concrete slabs
US6345473B1 (en) * 2000-04-24 2002-02-12 Charles Pankow Builders, Ltd. Apparatus for use in the construction of precast, moment-resisting frame buildings
FR2808821B1 (fr) * 2000-05-11 2003-05-09 Electricite De France Module elementaire pour la construction d'un rupteur de pont thermique entre un mur et une dalle de beton et structure de batiment en comportant application
US6588730B2 (en) * 2001-07-31 2003-07-08 Bill Hughes Method and apparatus for use in positioning high-strength cables within a precast, moment resisting frame
NO316180B1 (no) * 2002-05-22 2003-12-22 Sb Produksjon As Anordninger for innfesting av bygningselementer til et understöttelseselement og anvendelse av disse
ES2229885B1 (es) * 2003-03-20 2005-12-16 Antonio Maria Estudio Urgari,S.L. Sistema de construccion de balcones o terrazas y balcon o terraza construido con este sistema.
BG64925B1 (bg) * 2003-11-11 2006-09-29 Момчил ЯКИМОВ Устройство за прекъсване на топлинните мостове в стоманобетонни плочи
DE102004020914B4 (de) * 2004-04-28 2008-05-29 Max Frank Gmbh & Co Kg Kragplattenanschlusselement
US20060180950A1 (en) * 2005-02-09 2006-08-17 Jordan Richard D Apparatus for and method of forming concrete and transferring loads between concrete slabs
US8454265B2 (en) * 2005-02-09 2013-06-04 Ez Form, Inc. Apparatus for transferring loads between concrete slabs
US20060185316A1 (en) * 2005-02-09 2006-08-24 Jordan Richard D Apparatus for and method of forming concrete and transferring loads between concrete slabs
US20050166531A1 (en) * 2005-02-09 2005-08-04 Mcdonald Stephen F. Method of forming concrete and an apparatus for transferring loads between concrete slabs
US20070272824A1 (en) * 2005-03-11 2007-11-29 Mcdonald Stephen F Method of Forming Concrete
DE102005039025A1 (de) * 2005-08-18 2007-02-22 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
US20070134063A1 (en) * 2005-12-14 2007-06-14 Shaw And Sons, Inc. Dowel device with closed end speed cover
US20070196170A1 (en) * 2006-02-09 2007-08-23 Mcdonald Stephen F Apparatus for forming concrete and transferring loads between concrete slabs
US20090049776A1 (en) * 2007-08-23 2009-02-26 Matakii O'goshi Lim Stable and efficient building system
CH711841B1 (de) 2007-11-02 2017-05-31 Debrunner Koenig Man Ag Isolierendes Verbindungselement für Betonbauteile.
DE102009011616A1 (de) * 2009-03-04 2010-09-09 Schöck Bauteile GmbH Schalungsvorrichtung und Verfahren zum Schaffen einer Aussparung beim Gießen eines Bauteils
CH701351A1 (de) * 2009-06-24 2010-12-31 Stefan Schweizer Kragplattenanschlusselement.
US8291662B2 (en) 2010-01-06 2012-10-23 Tdj Masonry Inc. Continuous pour concrete slip dowel
DE102010027661B4 (de) * 2010-07-19 2012-08-02 Schöck Bauteile GmbH Schalungsvorrichtung und Verfahren zum Schaffen einer Aussparung beim Gießen eines Gebäudebauteils
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EP2405065B1 (fr) * 2010-11-19 2014-04-23 Georg Koch Elément isolant de connexion pour supporter des charges de compression
FR2970722B1 (fr) * 2011-01-20 2015-05-01 Ouest Armatures Profile parasismique a faible conductivite thermique et module formant rupteur de pont thermique equipe d'un tel profile.
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US8973317B2 (en) 2013-05-13 2015-03-10 James Larkin Thermal break for concrete slab edges and balconies
US20150197898A1 (en) 2014-01-15 2015-07-16 Shaw & Sons, Inc. Concrete dowel system
US9340969B1 (en) 2014-11-13 2016-05-17 Shaw & Sons, Inc. Crush zone dowel tube
US10787809B2 (en) * 2015-03-23 2020-09-29 Jk Worldwide Enterprises Inc. Thermal break for use in construction
EP3118381A1 (fr) * 2015-07-15 2017-01-18 FEHR Groupe Dispositif de fixation d'un élément de construction présentant un porte-à-faux important tel qu'un balcon préfabriqué sur au moins un élément de structure d'une construction
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US20170096810A1 (en) 2015-10-05 2017-04-06 Shaw & Sons, Inc. Concrete dowel placement system and method of making the same
US20190024367A1 (en) 2015-10-05 2019-01-24 Shaw & Sons, Inc. Concrete dowel placement system and method of making the same
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US20210172240A1 (en) * 2019-12-05 2021-06-10 Jim KIRSCHNER Thermal-break assembly
US11578491B2 (en) 2020-02-07 2023-02-14 Shaw Craftsmen Concrete, Llc Topping slab installation methodology
US10934734B1 (en) * 2020-02-21 2021-03-02 King Saud University Damped reinforced joint for beam-column connection
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GB2595473B (en) * 2020-05-27 2024-06-26 Farrat Isolevel Ltd Structural thermal break connector
KR102348485B1 (ko) * 2020-07-06 2022-01-07 주식회사 정양에스지 단열유니트 내부에 전단근이 내재 되고 인장근과 전단근이 일체화된 단열구조체
FR3120640B1 (fr) * 2021-03-11 2023-11-03 Josselin Guicherd Système de chaînage avec rupteur thermique
EP4245934A1 (fr) 2022-03-14 2023-09-20 Leviat GmbH Composant thermo-isolant

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3283458A (en) * 1958-02-25 1966-11-08 Gersovitz Benjamin Shear reinforcement in reinforced concrete floor systems
US3782057A (en) * 1971-07-12 1974-01-01 R Gross Decking structure with guard rail support
DE2400928A1 (de) * 1974-01-09 1975-07-17 Lawrence R Ramberg Betonbewehrung und verfahren zum errichten einer solchen
US4070848A (en) * 1977-04-28 1978-01-31 Lingle Cleo M Fastening bar assembly for frameless insulating panels
DE3116381C2 (de) * 1981-04-24 1983-04-28 Eberhard Ing. Schöck (grad.), 7570 Baden-Baden Druckelement in einem wärmedämmenden Fertigbauteil für vorkragende Gebäudeteile
CH652160A5 (de) * 1983-03-11 1985-10-31 Walter Egger Kragplattenanschlusselement.
DE3403537A1 (de) * 1984-02-02 1985-08-08 Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld Balkonfertig-bauelement fuer gebaeude
DE8417440U1 (de) * 1984-06-08 1985-10-10 Halfeneisen GmbH & Co KG, 4000 Düsseldorf Konsole zum Verbinden einer auskragenden Platte mit einer Wand, Decke od. dgl.
US4781006A (en) * 1986-11-10 1988-11-01 Haynes Harvey H Bolted chord bar connector for concrete construction
DE8700301U1 (fr) * 1987-01-07 1987-03-26 Schoeck Bauteile Gmbh, 7570 Baden-Baden, De

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0499590A1 (fr) * 1991-02-15 1992-08-19 Reto Bonomo Elément connecteur isolant pour planchers de balcon et l'usage de cet élément
FR2686111A1 (fr) * 1992-01-10 1993-07-16 Job Jean Claude Console support pour fixation a une paroi d'elements decoratifs architecturaux.
DE4300181A1 (de) * 1993-01-07 1994-07-14 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
DE4300181C2 (de) * 1993-01-07 2001-11-29 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
EP0792972A1 (fr) * 1996-02-27 1997-09-03 Pecon AG Elément de raccordement pour dalle en porte-à-faux
DE19908388B4 (de) * 1999-02-26 2008-10-30 Schöck Bauteile GmbH Bauelement zur Wärmedämmung

Also Published As

Publication number Publication date
CH676615A5 (fr) 1991-02-15
FI891833A0 (fi) 1989-04-18
FI91652B (fi) 1994-04-15
FI891833A (fi) 1989-10-23
US4959940A (en) 1990-10-02
FI91652C (fi) 1994-07-25
ATE63589T1 (de) 1991-06-15
DE58900117D1 (de) 1991-06-20
EP0338972A1 (fr) 1989-10-25

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