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EP0822299B1 - Elément de liaison - Google Patents

Elément de liaison Download PDF

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Publication number
EP0822299B1
EP0822299B1 EP97112119A EP97112119A EP0822299B1 EP 0822299 B1 EP0822299 B1 EP 0822299B1 EP 97112119 A EP97112119 A EP 97112119A EP 97112119 A EP97112119 A EP 97112119A EP 0822299 B1 EP0822299 B1 EP 0822299B1
Authority
EP
European Patent Office
Prior art keywords
extensions
connecting element
structural parts
bodies
force fit
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
EP97112119A
Other languages
German (de)
English (en)
Other versions
EP0822299A1 (fr
Inventor
Clement Gutzwiller
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.)
BASYS AG
Original Assignee
Basys AG
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Filing date
Publication date
Application filed by Basys AG filed Critical Basys AG
Publication of EP0822299A1 publication Critical patent/EP0822299A1/fr
Application granted granted Critical
Publication of EP0822299B1 publication Critical patent/EP0822299B1/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 connecting element for the frictional connection between two concrete components separated by a joint with a vertical standing, firm, dimensionally stable and rigid middle plate Transmission of moment, tensile, compressive and transverse forces, the plate with Extensions extending laterally over their length are connected, wherein above and below with the plate parallel to the plate to be placed in the joint aligned bodies are firmly, dimensionally stable and rigid and connected Thickness of the plate corresponds at most to the thickness of the body and being the upper one Body at least on one side of the plate an extension along the length the plate has and the lower body at least on the other Side of the plate also an extension beyond the length of the plate has and on a use of the connecting element.
  • a connecting element for the adhesion between two through a joint separated concrete components of this type are known in DE 44 36 808 A1 specified.
  • this known connecting element for connecting a Cantilever panel with a wall or ceiling is in the joint area in the Cantilever and the wall or ceiling extending plate on both narrow sides at the top with two extending in the longitudinal direction of the plate, on this provided in one piece projecting end portions.
  • Through this Training is the connecting element with the connecting sections as a T-shaped Plate designed with the purpose of eliminating the need for Assemble connecting element as individual components.
  • EP describes 0 121 685 a slim rod, which due to its Slenderness is able to be temperature-related Longitudinal movements of the projecting part of the building to follow elastically towards the building.
  • the Invention in EP 0 121 685 arises Task to create a pressure element that despite high compressive strength and long service life mechanical stresses when moving the projecting part of the building opposite the building is able to record without being on the concrete Strains arise that lead to damage.
  • a slim rod offers as required low thermal conductivity and large Elasticity, but it is determined in a joint not the right element for high pressure forces take.
  • Within the joint is subject to slim rod on the contrary of the increased danger the kink.
  • This danger increases when the slender rod becomes elastic (as desired) deformed and no longer as a pure buckling bar, but is loaded under deformation. deformed a buckling rod is subject to an eccentric Load, which with the same dimensions leads to a drop in load capacity.
  • several must follow slim rods are used, what the aspired goals regarding pressure transfer and economy runs counter. From these A person skilled in the art would set up this arrangement hardly a slim rod as a pressure-absorbing one Insert element.
  • the present invention now addresses the Task, a connecting element of the beginning to improve the type mentioned so that the too Horizontal forces that cause structural damage absorbs appropriate elasticities in the joint, remains largely stiff in the vertical direction, like this practically also directly and without joints are connected parts of the building, and the Heat flow rate reduced.
  • the connecting element 1 can both while creating the two Concrete parts 21,22 as usual for reinforcing bars be concreted in the concrete components.
  • the Connecting element 1 can also later in provided recesses are fitted.
  • This connecting element is a part that is in both cantilever panel connectors as well as for other connection purposes between two concrete components 21, 22 in the joint for the transmission of moment, tension, pressure and Transverse forces is used.
  • Fig.1 shows that Connection element 1 in its basic Construction.
  • Figure 2 shows the connecting element 1 installed between two concrete components 21, 22.
  • the thicknesses B, B 'of the body 3, 4 are equal to or greater than the thickness D of the plate 2.
  • the plate 2 is therefore at most the thickness of B. or B '. Should be the thickness B of the body 3 have a dimension other than the thickness B 'of the body 4, the thickness D corresponds to the Plate 2 maximum of the thickness of B or B 'that the has small dimensions.
  • the length L of the plate 2 corresponds to the maximum the width E of the joint.
  • the plate 2 should not be in protrude the material of the concrete components 21,22.
  • the Concrete components are not meant to be through plate 2 "cut” or "cut”. This would be a loss in strength in the whole construction that you can use just avoided by the connecting element 1.
  • the plate 2 is not in the material of the concrete components 21, 22 protrudes, it becomes the same certainly not to the thermal bridge over their whole Height.
  • the extensions 3 ', 4' Around the body 3, 4 via the extensions 3 ', 4' to be able to anchor in the concrete components 21, 22 the extensions 3 ', 4' with anchors 5.6 equipped.
  • the shape of these anchors 5,6 are from the concrete components to be connected predetermined tasks. In principle, they can take all possible forms exhibit. It is obvious that the body 3,4 and the extensions 3 ', 4' and the Anchors 5,6 in one piece (e.g. Reinforcement steel), or from one Pieces are.
  • the body 3.4 can be made from any profile be made.
  • One possibility is e.g. Rod material i.e. Round steel as he is for Reinforcement is used.
  • extensions 3 ', 4' and anchors 5,6 from one piece are manufactured.
  • the normal on rebars attached ribs 8 then serve simultaneously as anchors 5,6 in concrete.
  • the bodies 3, 4 with their Extensions 3 ', 4' formed as tubes, in the inner diameter of anchorages 5.6 be fastened to the construction site.
  • Other types of Profiles can lend themselves to special To develop modular systems or for special cases necessary absorption of forces to ensure. It is for that Connection element 1 irrelevant whether the body 3,4 and the extensions 3 ', 4' and the Anchors 5,6 have the same profile or Not.
  • Fig. 4 The absorption of tensile forces Z, Z 'is via the Anchoring 5.6 guaranteed.
  • Fig. 5 and Fig. 6 are different types of Anchors 5.6 shown.
  • Figure 4 shows one of the most common Method of anchoring 5,6 by means of ribs 8, which are already rolled onto the reinforcing steel were. Good anchoring 5.6 is also through splayed ends 10 reached, as well Fig 4 shown.
  • Fig. 5 shows a popular and common method: On The extensions 3'4 'become cross bars 7 welded. That way you have that Possibility of different connecting elements 1, consisting of plate 2, body 3.4 with Extensions 3'4 ', anchors 5,6 and at most for intended in the joint 20 Isolation material 18 to a whole Assemble the cantilever plate connecting element 19 the whole as a unit to the construction site can be delivered. 7 is a Cantilever panel connection element of the type mentioned displayed. Because as stated, the Anchoring 5.6 in the concrete components only Train and pressure can be used on the Ends of the extensions 3 ', 4' plate-shaped Parts 9 are attached.
  • FIG 6 Another traditional method of Anchoring 5.6 in the concrete components is in Fig 6 shown. You connect the ends of the Extensions 3 ', 4' with curved anchors 11. Whether the ends of the extensions 3 ', 4' be connected to each other, as in the Drawing shown, or whether both ends of the Extensions 3 'and 4', with the other Extension of unlinked anchorages 11 provided, plays for the principle itself not matter.
  • the type of manufacture of the connecting element 1 is of the greatest importance.
  • the simplest way of manufacturing can be done by means of a Welded construction can be realized.
  • As in 3 shows two bodies 3, 4 on one Plate 2 welded on.
  • Body 3.4 longer profiles e.g. the one on the Reinforcing steel available on the market, which are ripped.
  • the parts: body 3, 4, Extensions 3 ', 4' and the anchors 5,6 are in this way in one operation the plate 2 to the connecting element 1 together.
  • extension 3 'on top of one and the Extension 4 'at the bottom on the other side made in one piece.
  • the welded parts are made the same material as that in one piece manufactured connecting element with at least each an extension 3 'and an extension 4'. By using the same material to avoid corrosion problems on the Welds.
  • Fig. 3 shows one way how the Body 3.4 by means of screws on the plate 2 be attached.
  • Advantage of this type of Construction is the freedom of choice Profile, which is chosen for the body 3.4. To for use on the construction site, can be open remain what profiles for body 3,4, Extensions 3 ', 4' and anchors 5,6 should be used. This can be done in Connection with renovation work in old buildings be of great advantage.
  • Such reinforcement devices can also made of reinforced plastic, e.g. Composites like used in the aircraft industry become. This opens up for such constructions the possibility of using plate 2 and body 3.4 Glue to connect. The plate is said to be in the Take up joint 20 resulting pressure forces P. A combination of metal and materials Plastic would probably be for plate 2 and the bodies 3.4 conceivable while those on train and pressure stressed extensions 3 ', 4' and Anchors 5.6 made of carbon or glass fiber reinforced plastic can be.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Piezo-Electric Or Mechanical Vibrators, Or Delay Or Filter Circuits (AREA)
  • Surgical Instruments (AREA)

Claims (15)

  1. Elément de solidarisation pour l'assemblage mécanique entre deux parties structurelles en béton séparées par un joint, comprenant une dalle centrale (2) dressée verticalement, rigide, douée d'une stabilité de forme et de rigidité à la flexion, en vue de répercuter un couple, des forces de traction, des forces de pression et des forces transversales, des corps (3, 4), orientés parallèlement à la dalle (2) devant être implantée dans le joint, étant reliés l'un à l'autre en partie haute et en partie basse de ladite dalle (2), de façon rigide, avec stabilité de forme et avec rigidité à la flexion, sachant que le corps supérieur (3) présente, au moins d'un côté de la dalle (2), un prolongement (3') excédant la longueur de ladite dalle (2), et que le corps inférieur (4) présente semblablement, au moins sur l'autre côté de la dalle (2), un prolongement (4') excédant la longueur de ladite dalle (2), pour pouvoir ancrer les corps (3, 4) dans les parties structurelles en béton (21, 22), par l'intermédiaire des prolongements (3', 4'), caractérisé par le fait que les corps (3, 4) sont respectivement réalisés sous la forme d'un renflement présentant des épaisseurs (B, B'); par le fait que l'épaisseur (D) de la dalle (2) correspond, au maximum, aux épaisseurs (B, B') des corps (3, 4); et par le fait que les corps (3, 4) sont reliés par des moyens mécaniques, en particulier par une liaison soudée, collée ou vissée, à la dalle (2) dont la longueur correspond au maximum à la largeur (E) du joint.
  2. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 1, caractérisé par le fait que les prolongements (3', 4') se prolongent par des pièces d'ancrage (5, 6).
  3. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon les revendications 1 et 2, caractérisé par le fait que les corps (3, 4), les prolongements (3', 4') et les pièces d'ancrage (5, 6) sont fabriqués d'un seul bloc.
  4. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon les revendications 1, 2 et 3, caractérisé par le fait que les corps (3, 4), les prolongements (3', 4') et les pièces d'ancrage (5, 6) sont des profilés.
  5. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 4, caractérisé par le fait que les corps (3, 4), les prolongements (3', 4') et les pièces d'ancrage (5, 6) sont constitués du même profilé.
  6. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 4, caractérisé par le fait que les corps (3, 4), les prolongements (3', 4') et les pièces d'ancrage (5, 6) sont des profilés différents.
  7. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon les revendications 1 à 2, caractérisé par le fait que les prolongements (3', 4') sont équipés de moyens d'ancrage dans le béton.
  8. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 7, caractérisé par le fait que les moyens d'ancrage dans le béton sont des nervures situées sur la surface des prolongements (3', 4'), du type habituel pour des aciers d'armature nervurés.
  9. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 7, caractérisé par le fait que les moyens d'ancrage dans le béton sont des extrémités écartées sur les prolongements (3', 4').
  10. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 7, caractérisé par le fait que les moyens d'ancrage dans le béton sont des baguettes transversales (7) reliées aux prolongements (3', 4').
  11. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 7, caractérisé par le fait que les moyens d'ancrage dans le béton sont des pièces (9) en forme de plaques, fixées sur les prolongements (3', 4').
  12. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 7, caractérisé par le fait que les moyens d'ancrage dans le béton sont des extrémités des profilés, cintrées avec les prolongements (3', 4').
  13. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 1, caractérisé par le fait que la dalle (2), les corps (3, 4) et les prolongements (3', 4') sont protégés de la corrosion au moins dans la région du joint (20).
  14. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 1, caractérisé par le fait que la dalle (2), les corps (3, 4) et les prolongements (3', 4') sont fabriqués en métal.
  15. Elément de solidarisation pour l'assemblage mécanique entre des parties structurelles, selon la revendication 1, caractérisé par le fait que la dalle (2), les corps (3, 4) et les prolongements (3', 4') sont fabriqués en d'autres matériaux présentant les robustesses requises.
EP97112119A 1996-07-30 1997-07-16 Elément de liaison Expired - Lifetime EP0822299B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CH1897/96 1996-07-30
CH189796 1996-07-30
CH189796 1996-07-30

Publications (2)

Publication Number Publication Date
EP0822299A1 EP0822299A1 (fr) 1998-02-04
EP0822299B1 true EP0822299B1 (fr) 2002-11-27

Family

ID=4221151

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97112119A Expired - Lifetime EP0822299B1 (fr) 1996-07-30 1997-07-16 Elément de liaison

Country Status (3)

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EP (1) EP0822299B1 (fr)
AT (1) ATE228599T1 (fr)
DE (1) DE59708804D1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010016096B3 (de) * 2010-03-23 2011-06-16 Max Frank Gmbh & Co. Kg Kragplattenanschlusselement
DE102011054275A1 (de) 2011-10-07 2013-04-11 Max Frank Gmbh & Co Kg Kragplattenanschlusselement

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10002383A1 (de) * 2000-01-20 2001-07-26 Oliver Matthaei Querkraftbeanspruchtes Stahl- oder Spannbetonteil
FR2804703B1 (fr) * 2000-02-04 2002-11-08 Plakabeton Coffratec S C A Procede de construction en beton arme a rupture thermique integree et construction ainsi obtenue
DE10251779B4 (de) * 2002-11-05 2007-02-22 Fachhochschule Gießen-Friedberg Stahlbetonbau-oder Spannbetonbauteil
ATE373750T1 (de) * 2004-02-11 2007-10-15 Halfen Gmbh Thermisch isolierendes bauelement
DE102004016799A1 (de) * 2004-04-06 2005-10-27 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
ITTO20060540A1 (it) * 2006-07-21 2008-01-22 Pontarolo Engineering Spa Mensola di supporto per elementi edili aggettanti.
CH711841B1 (de) 2007-11-02 2017-05-31 Debrunner Koenig Man Ag Isolierendes Verbindungselement für Betonbauteile.
PL2080841T3 (pl) 2008-01-18 2015-08-31 Peikko Group Oy Element łączący płyty wspornikowe
EP2130984B1 (fr) * 2008-06-04 2013-06-19 Industrieberatung Maier AG Corps de répartition de charge doté d'un système de support de profil
CH699781B1 (de) * 2008-10-23 2013-11-15 Basys Ag Anschlusselement für Gebäudeverbindungen.
EP2354343B1 (fr) 2010-02-10 2014-07-23 SPAETER Zug AG Elément de raccordement de dalles en console / éléments de pression
AT510798B1 (de) * 2010-11-30 2012-12-15 Avi Alpenlaendische Vered Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton
CH706052A2 (de) * 2012-01-20 2013-07-31 Basys Ag Integriertes Monitoringelement.
CN112681533B (zh) * 2020-12-30 2024-09-10 九牧厨卫股份有限公司 一种连接件及整体卫浴设备

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2608141A (en) * 1947-04-26 1952-08-26 James H Jacobson Load transfer device for concrete pavements
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.
DE59208345D1 (de) * 1991-02-15 1997-05-22 Reto Bonomo Wärmedämmendes Kragplattenanschlusselement und Verwendung desselben
DE4436808C2 (de) * 1994-10-14 1999-06-17 Schaedler Felix Dipl Ing Verbindungselement

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010016096B3 (de) * 2010-03-23 2011-06-16 Max Frank Gmbh & Co. Kg Kragplattenanschlusselement
EP2369073A2 (fr) 2010-03-23 2011-09-28 Max Frank GmbH & Co. KG Elément de pose de dalles en console
DE102011054275A1 (de) 2011-10-07 2013-04-11 Max Frank Gmbh & Co Kg Kragplattenanschlusselement

Also Published As

Publication number Publication date
DE59708804D1 (de) 2003-01-09
ATE228599T1 (de) 2002-12-15
EP0822299A1 (fr) 1998-02-04

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