EP1528169A1 - Elément de construction pour la fixation ultérieure en particulier sur une partie d'un bâtiment - Google Patents

Elément de construction pour la fixation ultérieure en particulier sur une partie d'un bâtiment Download PDF

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Publication number
EP1528169A1
EP1528169A1 EP04020493A EP04020493A EP1528169A1 EP 1528169 A1 EP1528169 A1 EP 1528169A1 EP 04020493 A EP04020493 A EP 04020493A EP 04020493 A EP04020493 A EP 04020493A EP 1528169 A1 EP1528169 A1 EP 1528169A1
Authority
EP
European Patent Office
Prior art keywords
component
transverse force
mandrel
force mandrel
building
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
EP04020493A
Other languages
German (de)
English (en)
Other versions
EP1528169B1 (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
Not-in-force legal-status Critical Current
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
    • 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 a device for in particular subsequent spaced attachment of components such as balconies and the like Building parts, in particular provided with an external insulation concreted Exterior walls or floor slabs, wherein the component Has reinforcing elements in the form of at least one transverse force element, the on the component to be fastened on the one hand and on the building part on the other is connected and a between component and part of the building left and in particular traversed by the outer insulation filled gap.
  • the object of the present invention is now Invention therein, a device of the type mentioned to provide, above all, an optimal lateral force transmission from fastened component on the building allows, but at the same time with as little as possible to be carried out on the building and Thus, even later balconies without much effort and without making any major adjustments to buildings. Furthermore the device should be able to, the balconies or to be fastened Parts spaced from the building to arrange for a between Balcony and building to be arranged outside insulation to leave enough space.
  • the transverse force element consists of a shear force mandrel that the shear force mandrel into the extends to be fastened component and in this at least indirectly positive fit is anchored, and that the shear force mandrel for connection to the building part a front-side head plate, which by means of a plurality of spaced fixing anchors surface on the building part is determinable.
  • shear force mandrel are above all such reinforcing elements meant, which consist not only of a slender rod material, but made of a relatively rigid sleeve or profile material, which is thus able are, despite horizontal extension direction of the building exterior wall over the joint in the component to be fastened and the transverse to this horizontal Extension direction extending transverse forces absorb and transmit.
  • transverse force mandrels consist of a hollow profile with cylindrical, over the mandrel length not changing cross-section, for example from an upright rectangular cross-section.
  • hollow profiles angled profile cross-sections such as double T-profiles, etc., which use the Main load directions are constructed and arranged accordingly.
  • additional reinforcing elements attached to the shear force mandrel in particular welded.
  • shear, Pressure and / or shear forces transmitting rod or plate-shaped elements advantageous, the force application range of the transverse force mandrel for the material enlarge the component to be fastened.
  • further reinforcing elements fastened to the mandrel in Form of substantially parallel to the mandrel axis in a vertical plane extending U-shaped bent ironing the U-legs in the horizontal direction extend into the component and the U-base extends in the vertical direction and laterally abuts the mandrel.
  • U-bolts improve especially the Anchoring of the lateral force mandrel in the component to be fastened.
  • these further reinforcing elements extend within of the component to be fastened only up to the edge region of this component, but not up to the gap between component and building on the one hand the reinforcement elements in the joint area to a minimum and to reduce a minimum cross section (the cross section of the reinforcing elements in the joint area also for the degree of heat transfer from the balcony in the building are responsible) on the other hand the introduction of force from the component to be fastened in the transverse force mandrel usefully on to restrict the area of the component itself and not to the joint area expand.
  • the component in the joint area only the lateral force mandrel and the front side mounted in particular welded head plate on whose surface is expediently larger than the cross section of the transverse force mandrel, to the lateral and optionally applied pressure force from the shear force mandrel to improve in the building by the forces over the large area Better distribute the headboard area and with the help of the building from thereby a large relative distance having mounting anchors transfer.
  • the component is preferably on a projectile ceiling face with the fastening anchors - for example by means of a dowel / screw connection - Is fixed, the head plate of the device to surface the building wall rests and the lateral force mandrel of this in the vertical plane oriented headstock perpendicular, that extends in the horizontal direction in Direction of the later to be arranged (during assembly of the device usually there not yet existing) balconies.
  • the Fug between the component and part of the building fills and only then the respective Define the component on the lateral force mandrel of the component, for which purpose, for example when manufacturing the component of in-situ concrete, the external insulation as lost Formwork for the in-situ concrete slab can use.
  • the in-situ concrete slab the necessary positive connection with the shear force mandrel.
  • prefabricated or non-pourable Material existing components such as balconies or canopies made of wood, from Prefabricated panels, etc. to be attached to the shear force mandrel, wherein the power transmission from the respective component to the lateral force mandrel by means of suitable plate or rod-shaped reinforcing elements takes place.
  • Figure 1 is a vertical section and in Figure 2 is a horizontal section through a Building part 1 in the form of a floor ceiling and a thereto to be fastened Component 2 shown in the form of a balcony slab. Between storey ceiling and Balcony slab is a gap 3 leave, by a Dämmmaterial 3 for external insulation filled in the building.
  • a front side 4 of the floor ceiling 1 is a rectangular top plate 5 of an inventive Component 6 is arranged, wherein the top plate 5 extends in the vertical plane and flat against the front side 4 of the floor slab 1.
  • the outgoing from the top plate 5 also extends to the invention Component 6 belonging transverse force mandrel 7 in the horizontal direction from the Fugue 3 out into the balcony slab 2 and runs inside the balcony slab 2 in a horizontal plane perpendicular to the building face 4 over a larger horizontal area from the edge into the balcony slab 2.
  • the lateral force mandrel 7 is fixed to the top plate 5 by means of welded connection and has a cylindrical hollow profile shape with rectangular cross section on.
  • U-shaped bracket 8, 9 At the shear force mandrel 7 are two U-shaped bracket 8, 9 in the region of their U-base 8a, 9a fastened, wherein the U-base in the vertical direction flat on the Outside of the transverse force mandrel 7 is applied. From this U-base extend the two associated U-legs 8b, 8c (or 9b, 9c) in a horizontal plane parallel to the shear force mandrel and parallel to each other so that the two U-legs and the associated U-base as a whole give the U-shape.
  • Both of Figure 1 and Figure 2 fastening anchor 10 are only hinted removable, for example, from a conventional dowel / screw connection can exist and only have to be dimensioned that they are transmitted from the shear force mandrel 7 via the top plate 5 transverse forces safely into the floor ceiling 1 initiate.
  • the main advantage of the present invention therein with the simplest means a "minimally invasive" connecting a later To allow to be attached to a building component, wherein the device according to the invention is designed so that it in such Filling conventional lateral forces safely from the component to the building with simple, but transmits stable means.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Working Measures On Existing Buildindgs (AREA)
EP04020493A 2003-10-30 2004-08-28 Agencement pour la fixation ultérieure des éléments de construction sur une partie d'un bâtiment Not-in-force 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 true EP1528169A1 (fr) 2005-05-04
EP1528169B1 EP1528169B1 (fr) 2011-07-27

Family

ID=31725136

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04020493A Not-in-force 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 (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
EP2080841A3 (fr) * 2008-01-18 2012-07-11 Bossard + Staerkle 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

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013111779A1 (de) 2013-10-25 2015-04-30 Schöck Bauteile GmbH Verfahren zum Verankern eines Querkraftbewehrungselements an einem Gebäudeteil

Citations (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
EP1072729A1 (fr) 1999-07-27 2001-01-31 Nivo AG Pièce de construction comme élément de connection entre deux parties de bâtiment
FR2804703A1 (fr) 2000-02-04 2001-08-10 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

Patent Citations (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
EP1072729A1 (fr) 1999-07-27 2001-01-31 Nivo AG Pièce de construction comme élément de connection entre deux parties de bâtiment
FR2804703A1 (fr) 2000-02-04 2001-08-10 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 (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
EP2080841A3 (fr) * 2008-01-18 2012-07-11 Bossard + Staerkle 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

Also Published As

Publication number Publication date
DE20316774U1 (de) 2004-02-12
PL1528169T3 (pl) 2011-12-30
ATE518034T1 (de) 2011-08-15
EP1528169B1 (fr) 2011-07-27

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