EP2069581B2 - Construction en béton armé pour un bâtiment - Google Patents

Construction en béton armé pour un bâtiment Download PDF

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Publication number
EP2069581B2
EP2069581B2 EP07818360.5A EP07818360A EP2069581B2 EP 2069581 B2 EP2069581 B2 EP 2069581B2 EP 07818360 A EP07818360 A EP 07818360A EP 2069581 B2 EP2069581 B2 EP 2069581B2
Authority
EP
European Patent Office
Prior art keywords
reinforced concrete
component
base component
auxiliary components
connection
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.)
Not-in-force
Application number
EP07818360.5A
Other languages
German (de)
English (en)
Other versions
EP2069581A1 (fr
EP2069581B1 (fr
Inventor
Simon Kropmeier
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.)
Max Frank GmbH and Co KG
Original Assignee
Max Frank GmbH and Co KG
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
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Application filed by Max Frank GmbH and Co KG filed Critical Max Frank GmbH and Co KG
Publication of EP2069581A1 publication Critical patent/EP2069581A1/fr
Publication of EP2069581B1 publication Critical patent/EP2069581B1/fr
Application granted granted 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
    • 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

Definitions

  • the invention relates to a reinforced concrete structure for a building, comprising at least one reinforced concrete base component and an outer component arranged on the at least one reinforced concrete base component.
  • a prefabricated reinforced concrete balcony is suspended by means of a connection, for example a SCH ⁇ CK isocorben, into an in-situ concrete floor, an in-situ concrete lining or an in-situ concrete wall.
  • a connection for example a SCH ⁇ CK isocorben
  • Such a construction is exemplary in the Figures 1 and 2 displayed.
  • a reinforced concrete precast here a reinforced concrete wall 1
  • a ceiling 2 is arranged, to which an external component, here a balcony plate 3, is attached.
  • the ceiling 2 is made of in-situ concrete, so that the connecting iron 4, which connect the balcony slab 3 with the ceiling 2 at intervals of, for example, 10 cm, must be placed on the construction site in its final position. This requires a very accurate length of the screw connections, is therefore very expensive and often does not lead to optimal results.
  • Exterior components can not be installed anywhere in the building. For example, in the stairwell area or when spanning large glass surfaces mounting using the solution outlined above is either not possible or very problematic, since the outer component "hangs" more or less strong in the middle when using only a few connecting iron 4 in the side areas.
  • the balcony plate 3 is in the described and in the Figures 1 and 2 shown construction on the ceiling 2.
  • a SCH ⁇ CK Isokorbes a directed into the balcony slab 3 bearing force acts as a tensile force Z next to an obliquely downward acting low suspension force Z1 and a retroactive in the ceiling bearing force as a compressive D. All forces act in the plane of the balcony slab third
  • An object of the present invention is to provide a reinforced concrete construction for the arrangement of an external component to a building, which is on the one hand structurally particularly simple and on the other hand particularly universally applicable.
  • a core idea of the invention is to use a reinforced concrete auxiliary component for mounting the outer component, on which the outer component can rest.
  • the reinforced concrete auxiliary component is thermally separated from the reinforced concrete base component.
  • a mechanical connection of the outer component with the reinforced concrete base component is no longer absolutely necessary.
  • For reinforced concrete - auxiliary component and reinforced concrete - Base component is Festigsbaumaschine.
  • the outer component can be a balcony slab, a support, a wall, a staircase, etc.
  • the exterior part is a precast reinforced concrete part. All components can be completely manufactured in advance in the factory and only have to be screwed together on site.
  • connection Under a connection is understood in particular a secure connection of two components.
  • a thermally isolated connection is understood in particular to mean a connection in which a minimum distance necessarily required for thermal insulation (preferably at least 8 centimeters in the current state of the art) is present between the two components to be connected, which is filled with high-quality insulation.
  • the Stahlbotgnkonstrument invention is - compared to known solutions, such as a SCH ⁇ CK Isokorb - structurally very simple.
  • known solutions such as a SCH ⁇ CK Isokorb - structurally very simple.
  • Reinforced concrete construction are unlimited and include civil engineering and civil engineering. With the help of the construction staircase areas, areas of elevator shafts and large-scale vertical glass surfaces or the like of external components can be easily spanned. Also, supports and walls can be placed on the cantilevered outer component, without resulting in bending of the outer component. Overall, significantly heavier and significantly more cantilevered exterior components can be used compared to the prior art. In addition, the time required for assembly compared to conventional solutions is significantly lower, which reduces the overall construction costs. In addition, the use of in-situ concrete is no longer mandatory.
  • the auxiliary components 10 can be arranged with significantly greater distances from each other than the known from the prior art connecting iron 4, so that even larger glass areas X or the like can be bridged.
  • FIG. 5 a first variant of a thermally isolated connection is shown.
  • a single auxiliary component 10 and its connection to a base member 11 is shown.
  • at least two of these auxiliary components 10 are used for mounting an outer component 3.
  • the base member 11 is formed in the form of a reinforced concrete support and will be described in more detail below.
  • the auxiliary member 10 is formed as a beam, so that the outer member (not shown) can rest securely on the auxiliary member 10.
  • the joist 10 may be a cantilever beam or a field beam. The load and shape of the beam 10 depends on the permissible load on the support 11.
  • Base member 11 and auxiliary member 10 are spaced from each other and form between them a gap 5, which serves to form the thermal separation between the base member 11 and auxiliary component 10 on the one hand and the base member 11 and outer member 3 on the other hand, as will be explained in more detail below.
  • connection to the base member 11 by means of a structurally comparatively simple connection device, such as a screw or anchoring takes place. This tensile forces are transmitted.
  • connection is carried out by means of a tie rod 10 arranged in the drawbar 30 by means of a thread and corresponding connecting elements (nuts, washers, etc.) in the intermediate space 5 between beam 10 and base member 11 with the in the gap.
  • 5 protruding end plate of a mounting shoe 31 is connected, which rests in the base member 11.
  • a side view and a plan view of the mounting shoe 31 shows FIG. 8 ,
  • the end plate of the mounting shoe 31 has to receive the tie rod 30 has a hole or a slot to compensate for assembly tolerances.
  • connection to the base member 11 is effected in that the beam 10 rests on the base member 11, so it is supported on this.
  • This compressive forces are transmitted.
  • This bearing of the underlay pressure belt 21 on the base member 11 is preferably carried out freely resting. But it can also be done depending on the application with the aid of a gearing (Verdornung) or screwing.
  • connection is made with the aid of a provided in the beam 10 printing frame 32 which is formed in the manner of a load-bearing triangle.
  • a pressure frame 32 in the form of a load-bearing triangle, a particularly stable system is achieved in which no bending forces act in the frame.
  • the use of a pressure frame 32 makes it possible to selectively absorb the pressure forces and to divert them into the base component 11.
  • console 33 which projects into the intermediate space 5 between the base 10 and the base component 11 in order to rest there on a compression belt console 33, which projects into the intermediate space 5 and is arranged in the base component 11.
  • simple console 33 may also be a support pocket
  • a console 34 with threaded sleeve or an anchor plate 35 may be provided with threaded sleeve for the pressure belt 21, cf.
  • FIG. 8 It is particularly advantageous if the anchor plate 35 has horizontal toothing grooves.
  • the construction of the printing frame can be 32 from the in FIG. 5 deviate from the pictured form.
  • the distance between the connection of the draw-train belt 20 and the Auflagerung the beam tension belt 21 is not fixed, but can be chosen depending on the load and the local construction conditions.
  • an insulating material 6 is arranged throughout, see. FIG. 3 , This is in the FIGS. 5 to 9 only for reasons of clarity not shown throughout. Which type of insulating material 6 is used, is known in the art and therefore not part of the present invention.
  • the base member 11 is a reinforced concrete support.
  • the construction of such a reinforced concrete support is in FIG. 6 shown. Shown are in addition to the mounting shoes 31, the Lijnsbelochrungen 50 of the support 11 and the bracket 51. Alternatively, it may be in the base member 11 is also a reinforced concrete wall or the like.
  • FIG. 7 is a further embodiment of the invention shown in which the connection of the beam 10 is made to the base member 11 in a modified manner.
  • a beam shoe 37 is provided in the region of the tension belt 20 of the beam 10, the end plate, which may be provided to compensate for assembly tolerances again with a hole or slot, not in the Intermediate space 5 between the base 10 and the base member 11 protrudes, but with the beam 10 terminates, wherein the beam shoe 37 is disposed in a space provided for this recess 7 in the beam 10.
  • a reinforcement screw 38 is provided with sleeve, to which a transition piece 39 with two-sided threads can be connected, which establishes the connection to the beam shoe 37 by means of appropriate fasteners (nuts, washers, etc.).
  • a pressure frame 32 is provided in the region of the pressure belt 21 of the beam 10. This is in the base member 11 but not in this case on a console 33. Instead, a bearing pocket 40 arranged in the interior of the base component 11 is provided for the pressure belt 21.
  • a support pocket 41 with a threaded sleeve for the pressure belt 21 can also be used, see FIG. 10.
  • connection elements (arms of the pressure frame 32, tie rods 30, brackets 33, etc.), which protrude from the concrete components and protrude into the intermediate space 5, are made of stainless steel , This can prevent premature aging of the connection elements by corrosion.

Claims (4)

  1. Construction en béton armé pour un bâtiment, comportant au moins un élément de base en béton armé (11), comportant un élément extérieur (3) disposé sur au moins un élément de base en béton armé (11) et comportant une pluralité d'éléments auxiliaires en béton armé (10) espacés les uns des autres et raccordés à au moins un élément de base en béton armé (10) de manière séparée thermiquement, sur lesquels l'élément extérieur (3) vient reposer, dans laquelle les éléments auxiliaires en béton armé (10) sont réalisés comme des solives (10),
    dans laquelle le raccordement des éléments auxiliaires en béton armé (10) à l'élément de base en béton armé (11) a lieu au niveau d'une sangle de traction (20) de l'élément auxiliaire en béton armé respectif (10) afin de transmettre des forces de traction par l'intermédiaire d'un dispositif de raccordement respectif,
    caractérisé en ce que
    le raccordement des éléments auxiliaires en béton armé (10) à l'élément de base en béton armé (11) a lieu au niveau d'une sangle de pression (21) de l'élément auxiliaire en béton armé respectif (10) afin de transmettre des forces de traction par l'intermédiaire de respectivement un support de la pluralité d'éléments auxiliaires en béton armé (10) sur au moins un élément de base en béton armé (11), dans laquelle le support ne se trouve pas dans le plan de l'élément extérieur (3),
    en ce que les éléments auxiliaires en béton armé (10) présentent respectivement une cadre de pression (32) à des fins de support sur au moins un élément de base en béton armé (11), et en ce que la pluralité d'éléments auxiliaires en béton armé (10), l'élément extérieur (3) ainsi que au moins un élément de base en béton armé (11) sont des éléments finis en béton armé.
  2. Construction en béton armé selon la revendication 1,
    caractérisé en ce que
    le cadre de pression (32) forme un triangle répartiteur de charge.
  3. Construction en béton armé selon les revendications 1 ou 2,
    caractérisé en ce que
    au moins un élément de base en béton armé (11) et la pluralité d'éléments auxiliaires en béton armé (10) sont espacés les uns des autres.
  4. Construction en béton armé selon la revendication 3,
    caractérisé en ce que
    l'espacement (5) entre au moins un élément de base en béton armé (11) et la pluralité d'éléments auxiliaires en béton armé (10) est rempli par un matériau isolant (6).
EP07818360.5A 2006-09-25 2007-09-24 Construction en béton armé pour un bâtiment Not-in-force EP2069581B2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102006045145 2006-09-25
PCT/EP2007/008272 WO2008037404A1 (fr) 2006-09-25 2007-09-24 Construction en béton armé pour un bâtiment, et procédé permettant d'ériger ladite structure

Publications (3)

Publication Number Publication Date
EP2069581A1 EP2069581A1 (fr) 2009-06-17
EP2069581B1 EP2069581B1 (fr) 2011-11-09
EP2069581B2 true EP2069581B2 (fr) 2014-03-19

Family

ID=38819763

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07818360.5A Not-in-force EP2069581B2 (fr) 2006-09-25 2007-09-24 Construction en béton armé pour un bâtiment

Country Status (3)

Country Link
EP (1) EP2069581B2 (fr)
AT (1) ATE532913T1 (fr)
WO (1) WO2008037404A1 (fr)

Citations (7)

* 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
DE3542467A1 (de) † 1985-11-30 1987-06-04 Camino Handelsgesellschaft Mbh Bausatz fuer eine stahlbeton-konsole zum abfangen eines verblendmauerwerks
DE4121253A1 (de) † 1991-06-27 1993-01-07 Eberhard Schrade Verfahren und vorgefertigter modul zur herstellung von bauwerken und gebaeuden
DE19501277A1 (de) † 1995-01-18 1996-09-26 Dennert Kg Veit Beton-Fertigteil-Balkon
EP0750076A1 (fr) † 1995-06-24 1996-12-27 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
DE19630552A1 (de) † 1996-07-18 1998-01-29 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE10007450A1 (de) † 2000-02-18 2001-08-30 Mea Meisinger Stahl & Kunststo Montageträgersystem sowie Verfahren zur Befestigung eines Fertigbauteils an einem Gebäudeteil unter Verwendung des Montageträgersystems

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8317635U1 (de) * 1983-06-14 1983-10-27 Warkus, Günter, 4050 Mönchengladbach Balkonbauelement
DE8402929U1 (de) * 1984-02-02 1984-08-23 Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld Balkonfertig-bauelement fuer gebaeude
DE20316774U1 (de) * 2003-10-30 2004-02-12 Schöck Entwicklungsgesellschaft mbH Bauelement zur insbesondere nachträglichen beabstandeten Befestigung von Bauteilen an Gebäudeteilen

Patent Citations (7)

* 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
DE3542467A1 (de) † 1985-11-30 1987-06-04 Camino Handelsgesellschaft Mbh Bausatz fuer eine stahlbeton-konsole zum abfangen eines verblendmauerwerks
DE4121253A1 (de) † 1991-06-27 1993-01-07 Eberhard Schrade Verfahren und vorgefertigter modul zur herstellung von bauwerken und gebaeuden
DE19501277A1 (de) † 1995-01-18 1996-09-26 Dennert Kg Veit Beton-Fertigteil-Balkon
EP0750076A1 (fr) † 1995-06-24 1996-12-27 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
DE19630552A1 (de) † 1996-07-18 1998-01-29 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE10007450A1 (de) † 2000-02-18 2001-08-30 Mea Meisinger Stahl & Kunststo Montageträgersystem sowie Verfahren zur Befestigung eines Fertigbauteils an einem Gebäudeteil unter Verwendung des Montageträgersystems

Also Published As

Publication number Publication date
EP2069581A1 (fr) 2009-06-17
EP2069581B1 (fr) 2011-11-09
WO2008037404A1 (fr) 2008-04-03
ATE532913T1 (de) 2011-11-15

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