EP1528169B1 - Agencement pour la fixation ultérieure des éléments de construction sur une partie d'un bâtiment - Google Patents

Agencement pour la fixation ultérieure des éléments de construction sur une partie d'un bâtiment Download PDF

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Publication number
EP1528169B1
EP1528169B1 EP04020493A EP04020493A EP1528169B1 EP 1528169 B1 EP1528169 B1 EP 1528169B1 EP 04020493 A EP04020493 A EP 04020493A EP 04020493 A EP04020493 A EP 04020493A EP 1528169 B1 EP1528169 B1 EP 1528169B1
Authority
EP
European Patent Office
Prior art keywords
component
building
transverse force
reinforcing elements
force rod
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
EP04020493A
Other languages
German (de)
English (en)
Other versions
EP1528169A1 (fr
Inventor
Hubert Fritschi
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
Priority to PL04020493T priority Critical patent/PL1528169T3/pl
Publication of EP1528169A1 publication Critical patent/EP1528169A1/fr
Application granted granted Critical
Publication of EP1528169B1 publication Critical patent/EP1528169B1/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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements

Definitions

  • the invention relates to an arrangement for subsequently spaced attachment of components such as balconies and the like to building parts, in particular provided with an external insulation concrete exterior walls or floor slabs, with a component and according to the preamble of claim 1.
  • a balcony can be retrofitted to a building wall; but usually - as in the case of DE-U 88 14 638 - in addition to the the outside of the building to be attached balconies provided on the inside of the building wall load distribution profiles on which attack the wall penetrating anchor bolts for fixing the balconies.
  • These load distribution profiles ensure that not only the area of the building wall directly surrounding the armature is used to absorb the force, but also the surrounding areas of the building wall, which lie farther away from the positions of the armature elements.
  • balconies are to be added subsequently to otherwise not to be renovated building - for example, either to improve the visual appearance or the housing value of the building - should be dispensed as far as possible on the inside of the building influencing measures.
  • a component which serves as a connecting element between two parts of the building, which are separated by an insulating layer.
  • the component consists of a first and second loop of reinforcing bars.
  • the first and second loops are held together by first and second plates.
  • An insulating element is inserted between the plates.
  • the legs of the two loops also have free end portions which are releasably connected via holding means to the component.
  • the free ends of the component are cast in a second part of the building.
  • the shear force mandrel extends in and between the building and the balcony while crossing a joint, which can be provided with insulating material, U-shaped reinforcing elements both in the building and in the component allow better power transmission to the shear force mandrel.
  • the arrangement should be able to arrange the balconies or the components to be fastened spaced from the building to leave sufficient space to be arranged between the balcony and building exterior insulation.
  • transverse mandrel is meant above all such reinforcing elements, which consist not only of a slender rod material, but of a relatively rigid sleeve or profile material, which are thus able, despite horizontal extension direction of the building exterior wall via the joint in the fastened Component also absorb and transmit the transverse forces extending transversely to this horizontal extension direction.
  • transverse force mandrels consist of a hollow profile with a cylindrical cross-section which does not change over the length of the mandrel, for example from an upright rectangular cross-section.
  • hollow profiles angled profile cross sections such as double T-profiles, etc., which are constructed and arranged according to the main load directions.
  • this can even be left open at its In the component directed end, in which case the concrete of the component to be fastened, so for example, the in-situ concrete of the balcony slab flow into the hollow profile and can further solidify the shear force mandrel.
  • further reinforcing elements attached to the transverse force mandrel, in particular welded.
  • shear, pressure and / or shear forces transferring rod or plate-shaped elements are advantageous, which increase the force application range of the transverse force mandrel for the material of the component to be fastened.
  • U-bars improve in particular the anchoring of the transverse force mandrel in the component to be fastened.
  • these further reinforcing elements extend within the component to be fastened only up to the edge region of this component, but not up to the gap left between component and building in order to reduce the reinforcement elements in the joint area to a minimum and a minimum cross-section (the cross-section the reinforcing elements in the joint area are also responsible for the degree of heat transfer from the balcony into the building) to limit the other to the force from the component to be fastened in the shear force mandrel on the area of the component itself and not to extend to the joint area.
  • the device in the joint area only the transverse force mandrel and the frontally mounted in particular welded head plate whose surface is advantageously greater than the cross section of the transverse force mandrel to improve the lateral and optionally pressure force from the transverse force mandrel in the building by the forces on the distribute large headboard area better and can be transferred to the building by means of a large relative distance from each other having mounting anchors.
  • the mounting of a balcony or another subsequently to be fixed to a building wall component is now according to the invention in that the component is preferably attached to a bullet front face with the anchor bolts - for example by means of a dowel / screw connection -, the head plate of the device surface on the building wall rests and the transverse force mandrel of this vertically oriented head plate vertically, ie in the horizontal direction extends in the direction of the subsequently to be arranged (in the assembly of the device usually there not yet existing) balconies.
  • FIG. 1 is a vertical section and in FIG. 2 a horizontal section through a building part 1 in the form of a floor slab and a component 2 to be fastened thereto in the form of a balcony slab. Between floor and balcony slab a gap 3 is left, which is filled by a damping material 3 for external insulation of the building.
  • a rectangular top plate 5 of a component 6 according to the invention is arranged, wherein the top plate 5 extends in the vertical plane and flat against the front side 4 of the floor slab 1.
  • a transverse mandrel 7 which likewise belongs to the component 6 according to the invention, extends horizontally out of the gap 3 into the balcony plate 2 and continues inside the balcony plate 2 in a horizontal plane perpendicular to the building front side 4 over a larger horizontal area from the edge in the balcony plate 2.
  • the transverse force mandrel 7 is fixed to the top plate 5 by means of welded connection and has a cylindrical hollow profile shape with a rectangular cross section.
  • Two U-shaped brackets 8, 9 are fastened to the transverse force mandrel 7 in the region of their U-base 8a, 9a, the U-base lying flat against the outside of the transverse force mandrel 7 in the vertical direction. From this U-base, the two associated U-legs 8b, 8c (or 9b, 9c) extend in a horizontal plane parallel to the transverse force mandrel and parallel to one another, so that the two U-legs and the associated U-base as a whole extend the U-axis. Form result.
  • Both off FIG. 1 as well as FIG. 2 are fastening anchor 10 only hintedly removed, which may for example consist of a conventional dowel / screw connection and only need to be dimensioned so that they safely initiate the transmitted from the shear force mandrel 7 on the top plate 5 shear forces in the floor slab 1.
  • the essential advantage of the present invention is to enable with the simplest means a "minimally invasive" connecting a subsequently to be fixed to a building component, wherein the device according to the invention is designed so that it is the usual lateral forces in such cases safely from the component to the building with simple but stable means transfers.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Claims (9)

  1. Agencement destiné à la fixation ultérieure avec espacement, sur des corps d'édifices (1) et notamment sur des parois extérieures ou des faces extrêmes de plafonnages (4), bétonnées et pourvues d'une isolation extérieure (3), de parties d'ouvrages (2) telles que des balcons et constructions similaires, comprenant un élément structurel (6) doté d'éléments d'armature (7, 8, 9) rattachés, d'une part, à la partie d'ouvrage (2) devant être fixée, et au corps d'édifice (1) d'autre part, en couvrant transversalement la largeur d'un joint (3) réservé entre ladite partie d'ouvrage et ledit corps d'édifice et pouvant, en particulier, être comblé par l'isolation extérieure, lesdits éléments d'armature (7, 8, 9) pénétrant dans ladite partie d'ouvrage (2) devant être fixée, en vue de leur rattachement à cette derrière dans laquelle ils sont ancrés, au moins indirectement, par complémentarité de formes,
    sachant que lesdits éléments d'armature (7, 8, 9) présentent, en vue du rattachement au corps d'édifice (1), une platine d'extrémité frontale (5) verrouillée à demeure sur ledit corps d'édifice, avec affleurement, au moyen d'une pluralité d'ancres de fixation (10) disposées à distance les unes des autres,
    et sachant que des forces de pression et/ou des forces transversales desdits éléments d'armature (7, 8, 9) sont répercutées sur ledit corps d'édifice (1) par l'intermédiaire desdites ancres de fixation (10),
    caractérisé par le fait
    que les éléments d'armature (7, 8, 9) sont réalisés sous la forme d'un goujon (7) transmetteur de forces transversales ; la platine frontale (5) est verrouillée à demeure sur le corps d'édifice à un stade ultérieur, au moyen des ancres de fixation (10) ; et ledit goujon (7) transmetteur de forces transversales s'étend, à partir de ladite platine d'extrémité frontale (5), exclusivement en direction de la partie d'ouvrage (2) devant être fixée.
  2. Agencement selon la revendication 1,
    caractérisé par le fait
    que le goujon (7) transmetteur de forces transversales est constitué d'un profilé creux.
  3. Agencement selon la revendication 2,
    caractérisé par le fait
    que le profilé creux du goujon (7) transmetteur de forces transversales offre une section transversale rectangulaire, se dressant de chant.
  4. Agencement selon au moins la revendication 2,
    caractérisé par le fait
    que le profilé creux du goujon (7) transmetteur de forces transversales est ouvert à son extrémité s'engageant dans la partie d'ouvrage (2).
  5. Agencement selon l'une des revendications précédentes,
    caractérisé par le fait
    que des éléments supplémentaires d'armature (8, 9), s'étendant dans la partie d'ouvrage (2) devant être fixée, sont assujettis au goujon (7) transmetteur de forces transversales en étant, en particulier, rapportés par soudage.
  6. Agencement selon la revendication 5,
    caractérisé par le fait
    que les éléments supplémentaires d'armature (8, 9), assujettis au goujon (7) transmetteur de forces transversales, se présentent comme des étriers cintrés en U qui s'étendent dans un plan vertical, pour l'essentiel parallèlement à l'axe dudit goujon, dont les branches (8b, 8c, 9b, 9c) du U s'engagent horizontalement dans la partie d'ouvrage (2), et dont la base (8a, 9a) du U s'étend dans le sens vertical et est latéralement en applique contre ledit goujon (7) transmetteur de forces transversales.
  7. Agencement selon la revendication 6,
    caractérisé par le fait
    que les étriers (8, 9) configurés en U sont disposés, à distance du joint (3), dans la partie d'ouvrage (2) devant être fixée.
  8. Agencement selon l'une des revendications précédentes,
    caractérisé par le fait
    que la platine frontale (5) est rapportée par soudage sur le goujon (7) transmetteur de forces transversales.
  9. Agencement selon l'une des revendications précédentes,
    caractérisé par le fait
    que le goujon (7) transmetteur de forces transversales, la platine frontale (5) et/ou les étriers (8, 9) consiste(nt) en un métal et, notamment, en de l'acier fin dans la région du joint (3) ou dans les zones marginales proches dudit joint.
EP04020493A 2003-10-30 2004-08-28 Agencement pour la fixation ultérieure des éléments de construction sur une partie d'un bâtiment Expired - Lifetime EP1528169B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL04020493T PL1528169T3 (pl) 2003-10-30 2004-08-28 Układ do późniejszego mocowania w odstępie elementów budowlanych na częściach budynków

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20316774U 2003-10-30
DE20316774U DE20316774U1 (de) 2003-10-30 2003-10-30 Bauelement zur insbesondere nachträglichen beabstandeten Befestigung von Bauteilen an Gebäudeteilen

Publications (2)

Publication Number Publication Date
EP1528169A1 EP1528169A1 (fr) 2005-05-04
EP1528169B1 true EP1528169B1 (fr) 2011-07-27

Family

ID=31725136

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04020493A Expired - Lifetime EP1528169B1 (fr) 2003-10-30 2004-08-28 Agencement pour la fixation ultérieure des éléments de construction sur une partie d'un bâtiment

Country Status (4)

Country Link
EP (1) EP1528169B1 (fr)
AT (1) ATE518034T1 (fr)
DE (1) DE20316774U1 (fr)
PL (1) PL1528169T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2865821A1 (fr) 2013-10-25 2015-04-29 SCHÖCK BAUTEILE GmbH Procédé d'ancrage d'un élément de force transversale sur un élément de construction

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008037404A1 (fr) * 2006-09-25 2008-04-03 Max Frank Gmbh & Co. Kg Construction en béton armé pour un bâtiment, et procédé permettant d'ériger ladite structure
EP2080841B1 (fr) * 2008-01-18 2015-01-28 SPAETER Zug AG Elément de pose de dalles en console
DE102013100356A1 (de) * 2013-01-14 2014-07-17 Schöck Bauteile GmbH Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3403537A1 (de) * 1984-02-02 1985-08-08 Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld Balkonfertig-bauelement fuer gebaeude
EP1072729B1 (fr) 1999-07-27 2004-06-09 Nivo AG Pièce de construction comme élément de connection entre deux parties de bâtiment
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
DE10063747A1 (de) * 2000-12-21 2002-06-27 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2865821A1 (fr) 2013-10-25 2015-04-29 SCHÖCK BAUTEILE GmbH Procédé d'ancrage d'un élément de force transversale sur un élément de construction
DE102013111779A1 (de) 2013-10-25 2015-04-30 Schöck Bauteile GmbH Verfahren zum Verankern eines Querkraftbewehrungselements an einem Gebäudeteil

Also Published As

Publication number Publication date
PL1528169T3 (pl) 2011-12-30
EP1528169A1 (fr) 2005-05-04
ATE518034T1 (de) 2011-08-15
DE20316774U1 (de) 2004-02-12

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