EP1528169A1 - Construction element for retro fitting in particular on a building part - Google Patents
Construction element for retro fitting in particular on a building part Download PDFInfo
- 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
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- 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.)
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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)
- 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)
Abstract
Description
Die Erfindung betrifft ein Bauelement zur insbesondere nachträglichen beabstandeten Befestigung von Bauteilen wie Balkonen und dergleichen an Gebäudeteilen, insbesondere an mit einer Außendämmung versehenen betonierten Außenwänden oder Geschossdeckenstirnseiten, wobei das Bauelement Bewehrungselemente in Form zumindest eines Querkraftelements aufweist, das an das zu befestigende Bauteil einerseits und an das Gebäudeteil andererseits angeschlossen ist und eine zwischen Bauteil und Gebäudeteil belassene und insbesondere von der Außendämmung ausgefüllte Fuge durchquert.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.
Sowohl beim Sanieren von Altbauten als auch dann, wenn vorkragende Bauteile wie Balkone, Vordächer etc. an Gebäudewänden nachträglich befestigt werden müssen, besteht ein Hauptproblem in der zuverlässigen Kraftübertragung, ohne hierfür zu große Anpassungen am Gebäude vornehmen zu müssen. Das heißt, zur Optimierung der Übernahme von Zug-, Quer- und Druckkräften wäre es sicherlich am besten, das Gebäude an der Befestigungsposition für die Balkone bis zur Gebäudeinnenseite hin zu öffnen und dort in der für Neubauten bekannten Art und Weise sich von der Geschossdecke bis zum Balkon durch die Fuge erstreckende Bewehrungselemente anzuordnen. Beim Arbeiten im Bestand, also beim nachträglichen Anbringen von Balkonen wäre dies allerdings mit zu großem Aufwand verbunden, wodurch solche Sanierungsmaßnahmen in der Regel nicht mehr wirtschaftlich vertretbar sind.Both when renovating old buildings and when projecting components As balconies, canopies, etc. attached to building walls subsequently there is a major problem in reliable power transmission, without having to make major adjustments to the building. The means to optimize the assumption of tensile, transverse and compressive forces would be It is certainly best to place the building at the attachment position for the balconies open to the inside of the building and there in the for new buildings familiar way from the floor to the balcony to arrange the joint extending reinforcing elements. When working in the Inventory, so the subsequent installation of balconies, this would be associated with too much effort, creating such remedial measures usually no longer economically justifiable.
Es sind zwar im Stand der Technik bereits Ausführungsformen bekannt, wie ein Balkon nachträglich an eine Gebäudewand angebracht werden kann; aber in der Regel werden - wie im Falle der DE-U 88 14 638 - zusätzlich zu den auf der Gebäudeaußenseite anzubringenden Balkonen auf der Innenseite der Gebäudewand Lastverteilungsprofile vorgesehen, an denen die Wand durchdringende Ankerschrauben zum Befestigen der Balkone angreifen. Diese Lastverteilungsprofile sorgen dafür, dass nicht nur der die Anker direkt umgebende Bereich der Gebäudewand mit zur Kraftaufnahme herangezogen wird, sondern eben auch die Umgebungsbereiche der Gebäudewand, die weiter entfernt von den Positionen der Ankerelemente liegen. Vor allem dann, wenn Balkone nachträglich an im Übrigen nicht zu sanierende Gebäude angefügt werden sollen - beispielsweise um entweder den optischen Eindruck oder den Wohnwert des Gebäudes zu verbessern -, soll nach Möglichkeit auf solche die Gebäudeinnenseiten beeinflussende Maßnahmen verzichtet werden.Although there are already known in the prior art embodiments, such as a Balcony can be retrofitted to a building wall; but in The rule - as in the case of DE-U 88 14 638 - in addition to the on the outside of the building to be attached balconies on the inside of the building wall Load distribution profiles provided at which the wall penetrating Anchor bolts for attaching the balconies attack. These load distribution profiles make sure that not only the anchor directly surrounding Area of the building wall is used for power, but also the surrounding areas of the building wall, which are further away from lie the positions of the anchor elements. Especially if balconies later Incidentally, buildings which are not to be renovated should be added to For example, to either the visual impression or the living of the Improvement of the building should, if possible, be carried out on those inside the building influencing measures are waived.
Am einfachsten erfolgt dies - wie es ebenfalls bereits im Stand der Technik bekannt ist - zunächst einmal dadurch, dass die Gewichtskräfte, die üblicherweise die größte Verankerungslänge in der Gebäudewand bzw. in der Geschossdecke verursachen, nicht über sich von der Geschossdecke bis zum Balkon unter Durchquerung der Fuge erstreckende stabförmige Bewehrungselemente aufgenommen werden, sondern über auf der Gebäudeaußenseite angeordnete vertikale Stützen, über welche die Balkone an dem zum Gebäude benachbarten Erdboden "aufgeständert" werden. Hinsichtlich der dennoch zusätzlich auftretenden Querkräfte reicht das Aufständern jedoch nicht aus, hierfür sind auch weiterhin Maßnahmen erforderlich, die auf die Gebäudewand einwirken.The easiest way to do this - as it also already in the prior art is known - first of all in that the weight forces, usually the largest anchoring length in the building wall or in the storey ceiling do not cause over it from the floor to the ceiling Balcony under crossing the joint extending rod-shaped reinforcing elements be recorded, but over on the outside of the building arranged vertical supports, over which the balconies on the to the building "raised" adjacent soil. Regarding the still additional occurring lateral forces, however, the Aufständern not enough, this Measures are still required on the building wall act.
Von diesem Stand der Technik ausgehend besteht nun die Aufgabe der vorliegenden Erfindung darin, ein Bauelement der eingangs genannten Art zur Verfügung zu stellen, das vor allem eine optimale Querkraftübertragung vom zu befestigenden Bauteil auf das Gebäude ermöglicht, dabei aber gleichzeitig mit geringstmöglichen am Gebäude vorzunehmenden Maßnahmen auskommt und damit ermöglicht, auch noch nachträglich Balkone ohne großen Aufwand und ohne große Anpassungsarbeiten an Gebäuden festzulegen. Darüber hinaus soll das Bauelement dazu in der Lage sein, die Balkone bzw. die zu befestigenden Bauteile beabstandet vom Gebäude anzuordnen, um für eine zwischen Balkon und Gebäude anzuordnende Außendämmung ausreichend Platz zu lassen. Starting from this prior art, 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.
Diese Aufgabe wird erfindungsgemäß dadurch gelöst, dass das Querkraftelement aus einem Querkraftdorn besteht, dass sich der Querkraftdorn bis in das zu befestigende Bauteil erstreckt und in diesem zumindest mittelbar formschlüssig verankert ist, und dass der Querkraftdorn zum Anschluss an das Gebäudeteil eine stirnseitige Kopfplatte aufweist, die mittels einer Mehrzahl von zueinander beabstandet angeordneten Befestigungsankern flächig an dem Gebäudeteil festlegbar ist.This object is achieved in that 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.
Mit dem Ausdruck Querkraftdorn sind vor allem solche Bewehrungselemente gemeint, die nicht nur aus einem schlanken Stabmaterial bestehen, sondern aus einem relativ biegesteifen Hülsen- oder Profilmaterial, die also in der Lage sind, trotz horizontaler Erstreckungsrichtung von der Gebäudeaußenwand über die Fuge in das zu befestigende Bauteil auch die quer zu dieser horizontalen Erstreckungsrichtung verlaufenden Querkräfte aufzunehmen und zu übertragen.With the term 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.
Vorteilhafte Formen für solche Querkraftdorne bestehen aus einem Hohlprofil mit zylindrischem, sich über die Dornlänge nicht ändernden Querschnitt, beispielsweise aus einem hochkant stehenden rechteckigen Querschnitt. Ebenso ist es natürlich auch möglich, anstelle von Hohlprofilen abgewinkelte Profilquerschnitte wie beispielsweise Doppel-T-Profile etc. zu verwenden, die den Hauptbelastungsrichtungen entsprechend aufgebaut und angeordnet sind.Advantageous forms for such 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. As well Of course, it is also possible, instead of hollow profiles angled profile cross-sections such as double T-profiles, etc., which use the Main load directions are constructed and arranged accordingly.
Bei Verwendung eines Hohlprofils kann dieses sogar an seinem in das Bauteil gerichteten Ende offen gelassen sein, wobei dann der Beton des zu befestigenden Bauteils, also beispielsweise der Ortbeton der Balkonplatte in das Hohlprofil einfließen und den Querkraftdorn weiter verfestigen kann.When using a hollow profile, this can even at his in the component directed end to be left open, in which case the concrete to be fastened Component, so for example, the in-situ concrete of the balcony slab in the Include hollow profile and can further solidify the shear force mandrel.
Zur Verankerung in dem zu befestigenden Bauteil kann darüber hinaus vorgesehen sein, dass weitere Bewehrungselemente an dem Querkraftdorn befestigt, insbesondere angeschweißt sind. Hierfür sind beispielsweise Schub-, Druck- und/oder Querkräfte übertragende stab- oder plattenförmige Elemente vorteilhaft, die den Krafteinleitungsbereich des Querkraftdorns für das Material des zu befestigenden Bauteils vergrößern. Hierbei. empfiehlt sich beispielsweise das Anordnen von weiteren am Dorn befestigten Bewehrungselementen in Form von sich im wesentlichen parallel zur Dornachse in einer Vertikalebene erstreckenden U-förmig abgebogenen Bügeln, deren U-Schenkel in Horizontalrichtung in das Bauteil verlaufen und deren U-Basis in Vertikalrichtung verläuft und an dem Dorn seitlich anliegt. Diese U-Bügel verbessern insbesondere die Verankerung des Querkraftdorns im zu befestigenden Bauteil.For anchoring in the component to be fastened can also be provided be that additional reinforcing elements attached to the shear force mandrel, in particular welded. For example, 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. Here. recommended for example arranging 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. These U-bolts improve especially the Anchoring of the lateral force mandrel in the component to be fastened.
Zweckmäßigerweise erstrecken sich diese weiteren Bewehrungselemente innerhalb des zu befestigenden Bauteils nur bis in den Randbereich dieses Bauteils, nicht aber bis in die zwischen Bauteil und Gebäude belassene Fuge, um zum einen die Bewehrungselemente im Fugenbereich auf ein Mindestmaß und einen Mindestquerschnitt zu reduzieren (wobei der Querschnitt der Bewehrungselemente im Fugenbereich auch für das Maß der Wärmeübertragung von der Balkon in das Gebäude verantwortlich sind) um zum anderen die Krafteinleitung vom zu befestigenden Bauteil in den Querkraftdorn sinnvollerweise auf den Bereich des Bauteils selbst zu beschränken und nicht auf den Fugenbereich auszudehnen.Conveniently, 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.
Erfindungsgemäß weist das Bauelement im Fugenbereich lediglich den Querkraftdorn und die stirnseitig befestigte insbesondere angeschweißte Kopfplatte auf, deren Fläche zweckmäßigerweise größer ist als der Querschnitt des Querkraftdorns, um die Quer- und gegebenenfalls Druckkrafteinleitung vom Querkraftdorn in das Gebäude zu verbessern, indem sich die Kräfte über den großflächigen Kopfplattenbereich besser verteilen und auf das Gebäude mit Hilfe von dadurch einen großen relativen Abstand voneinander aufweisenden Befestigungsankern übertragen lassen.According to the invention, 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.
Das Montieren eines Balkons oder eines sonstigen nachträglich an einer Gebäudewand zu befestigenden Bauteils erfolgt nun erfindungsgemäß dadurch, dass das Bauelement bevorzugterweise an einer Geschossdeckenstirnseite mit den Befestigungsankern - beispielsweise mittels einer Dübel-/Schraubenverbindung - befestigt wird, wobei die Kopfplatte des Bauelements flächig an der Gebäudewand anliegt und sich der Querkraftdorn von dieser in Vertikalebene orientierten Kopfplatte senkrecht, also in Horizontalrichtung erstreckt in Richtung des nachträglich anzuordnenden (bei der Montage des Bauelements in der Regel dort noch nicht vorhandenen) Balkons. Anschließend wird man die Gebäudeaußendämmung im Bereich dieses Bauelements vorsehen, die die Fuge zwischen Bauteil und Gebäudeteil ausfüllt und erst danach das jeweilige Bauteil am Querkraftdorn des Bauelements festlegen, wozu man beispielsweise bei Herstellung des Bauteils aus Ortbeton die Außendämmung als verlorene Schalung für die Ortbetonplatte verwenden kann. Hierbei geht die Ortbetonplatte die nötige formschlüssige Verbindung mit dem Querkraftdorn ein.The mounting of a balcony or other subsequently on a building wall to be fastened component is now according to the invention thereby, that 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. Then you will the Provide building exterior insulation in the area of this device, 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. Here is the in-situ concrete slab the necessary positive connection with the shear force mandrel.
Daneben ist es natürlich auch möglich, vorgefertigte oder aus nicht gießfähigem Material bestehende Bauteile wie Balkone oder Vordächer aus Holz, aus Fertigteilplatten etc. am Querkraftdorn zu befestigen, wobei die Kraftübertragung von dem jeweiligen Bauteil auf den Querkraftdorn durch geeignete platten- oder stabförmige Bewehrungselemente erfolgt.In addition, it is of course also possible, 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.
Sowohl im Falle des aus Ortbeton hergestellten Bauteils als auch im Falle des aus Fertigteilen oder sonstigen nicht gießfähigen Materialien hergestellten Bauteils empfiehlt es sich, die Gewichtskraft und etwaige sonstige Momentenbelastungen des zu befestigenden Bauteils über außerhalb des Gebäudes angeordnete Stützen und oder sonstige zusätzliche Bewehrungselemente aufzunehmen und abzuleiten.Both in the case of the component manufactured from in-situ concrete and in the case of made of precast or other non-pourable materials Component, it is recommended that the weight and any other moments loads of the component to be fastened arranged outside of the building Supports and or other additional reinforcing elements and deduce.
Weitere Merkmale und Vorteile der vorliegenden Erfindung ergeben sich aus der nachfolgenden Beschreibung eines Ausführungsbeispiels anhand der Zeichnung; hierbei zeigen
- Figur 1
- das erfindungsgemäße Bauelement in teilweise geschnittener Seitenansicht; und
- Figur 2
- das Bauelement aus Figur 1 in Draufsicht.
- FIG. 1
- the device according to the invention in a partially sectioned side view; and
- FIG. 2
- the component of Figure 1 in plan view.
In Figur 1 ist ein Vertikalschnitt und in Figur 2 ein Horizontalschnitt durch ein
Gebäudeteil 1 in Form einer Geschossdecke und ein hieran zu befestigendes
Bauteil 2 in Form einer Balkonplatte dargestellt. Zwischen Geschossdecke und
Balkonplatte ist eine Fuge 3 belassen, die von einem Dämmmaterial 3 zur Außendämmung
des Gebäudes ausgefüllt ist. An einer Stirnseite 4 der Geschossdecke
1 ist eine rechteckige Kopfplatte 5 eines erfindungsgemäßen
Bauelements 6 angeordnet, wobei sich die Kopfplatte 5 in vertikaler Ebene erstreckt
und flächig an der Stirnseite 4 der Geschossdecke 1 anliegt. Ausgehend
von der Kopfplatte 5 erstreckt sich ein ebenfalls zum erfindungsgemäßen
Bauelement 6 gehörender Querkraftdorn 7 in horizontaler Richtung aus der
Fuge 3 heraus bis in die Balkonplatte 2 und verläuft innerhalb der Balkonplatte
2 in horizontaler Ebene senkrecht zur Gebäudestirnseite 4 über einen größeren
horizontalen Bereich vom Rand weiter in die Balkonplatte 2. Der Querkraftdorn
7 ist an der Kopfplatte 5 mittels Schweißverbindung festgelegt und weist eine
zylindrische Hohlprofilform mit rechteckigem Querschnitt auf.In 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
An dem Querkraftdorn 7 sind zwei U-förmige Bügel 8, 9 im Bereich ihrer U-Basis
8a, 9a befestigt, wobei die U-Basis in vertikaler Richtung flächig an der
Außenseite des Querkraftdorns 7 anliegt. Von dieser U-Basis erstrecken sich
die beiden zugehörigen U-Schenkel 8b, 8c (bzw. 9b, 9c) in horizontaler Ebene
parallel zum Querkraftdorn und parallel zueinander, so dass die beiden U-Schenkel
und die zugehörige U-Basis insgesamt die U-Form ergeben.At the
Sowohl aus Figur 1 als auch Figur 2 sind Befestigungsanker 10 nur andeutungsweise
entnehmbar, die beispielsweise aus einer herkömmlichen Dübel-/Schraubenverbindung
bestehen können und nur so dimensioniert sein müssen,
dass sie die vom Querkraftdorn 7 über die Kopfplatte 5 übertragenen Querkräfte
sicher in die Geschossdecke 1 einleiten.Both of Figure 1 and Figure 2
Zusammenfassend besteht der wesentliche Vorteil der vorliegenden Erfindung darin, mit einfachsten Mitteln ein "minimal-invasives" Anschließen eines nachträglich an einem Gebäude zu befestigenden Bauteils zu ermöglichen, wobei das erfindungsgemäße Bauelement so ausgebildet ist, dass es die bei solchen Fällen üblichen Querkräfte sicher vom Bauteil auf das Gebäude mit einfachen, aber stabilen Mitteln überträgt.In summary, 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.
Claims (9)
dadurch gekennzeichnet, dass das Querkraftelement aus einem Querkraftdorn (7) besteht, dass sich der Querkraftdorn bis in das zu befestigende Bauteil (2) erstreckt und in diesem zumindest mittelbar formschlüssig verankert ist, und dass der Querkraftdorn zum Anschluss an das Gebäudeteil (1 ) eine stirnseitige Kopfplatte (5) aufweist, die mittels einer Mehrzahl von zueinander beabstandet angeordneten Befestigungsankern (10) flächig an dem Gebäudeteil festlegbar ist.Component for the particular subsequent spaced-apart fastening of components (2) such as balconies and the like on building parts (1), in particular on exterior walls (3) provided with concrete outer walls or projectile ceiling end faces (4), wherein the component (6) reinforcing elements (7, 8, 9) in the form of at least one transverse force element (7) which is connected to the component to be fastened (2) on the one hand and to the building part (1) on the other hand and passes through a gap left between the component and the building part and in particular filled by the external insulation joint (3) .
characterized in that the transverse force element consists of a transverse force mandrel (7), that the transverse force mandrel extends into the component to be fastened (2) and anchored in this at least indirectly positively, and that the transverse force mandrel for connection to the building part (1) a Frontal head plate (5), which is fixable by means of a plurality of mutually spaced mounting anchors (10) on the building part.
dadurch gekennzeichnet, dass der Querkraftdorn (7) aus einem Hohlprofil besteht. Component according to at least Claim 1,
characterized in that the transverse force mandrel (7) consists of a hollow profile.
dadurch gekennzeichnet, dass das Hohlprofil des Querkraftdorns (7) einen hochkant stehenden rechteckigen Querschnitt aufweist.Component according to at least claim 2,
characterized in that the hollow profile of the transverse force mandrel (7) has an upright standing rectangular cross section.
dadurch gekennzeichnet, dass das Hohlprofil des Querkraftdorns (7) an seinem in das Bauteil (2) gerichteten Ende offengelassen ist.Component according to at least claim 2,
characterized in that the hollow profile of the transverse force mandrel (7) at its in the component (2) directed end is left open.
dadurch gekennzeichnet, dass an dem Querkraftdorn (7) weitere sich in dem zu befestigenden Bauteil (6) erstreckende Bewehrungselemente (8, 9) befestigt, insbesondere angeschweißt sind.Component according to at least one of the preceding claims,
characterized in that on the transverse force mandrel (7) further in the component to be fastened (6) extending reinforcing elements (8, 9) are fixed, in particular welded.
dadurch gekennzeichnet, dass die weiteren am Querkraftdorn (7) befestigten Bewehrungselemente (8, 9) sich im wesentlichen parallel zur Dornachse in einer Vertikalebene erstreckende U-förmig abgebogene Bügel sind, deren U-Schenkel (8b, 8c, 9b, 9c) in Horizontalrichtung in das Bauteil (2) verlaufen und deren U-Basis (8a, 9a) in Vertikalrichtung verläuft und an dem Querkraftdorn (7) seitlich anliegt.Component according to at least claim 5,
characterized in that the further on the transverse force mandrel (7) fixed reinforcing elements (8, 9) are substantially parallel to the mandrel axis in a vertical plane extending U-shaped bent bracket whose U-legs (8b, 8c, 9b, 9c) in the horizontal direction run in the component (2) and whose U-base (8a, 9a) extends in the vertical direction and on the transverse force mandrel (7) rests laterally.
dadurch gekennzeichnet, dass die U-förmigen Bügel (8, 9) beabstandet von der Fuge (3) im zu befestigenden Bauteil (2) angeordnet sind.Component according to at least claim 6,
characterized in that the U-shaped bracket (8, 9) spaced from the joint (3) are arranged in the component to be fastened (2).
dadurch gekennzeichnet, dass die Kopfplatte (5) an den Querkraftdorn (7) angeschweißt ist. Component according to at least one of the preceding claims,
characterized in that the head plate (5) to the transverse force mandrel (7) is welded.
dadurch gekennzeichnet, dass der Querkraftdorn (7), die Kopfplatte (5) und/oder die Bügel (8, 9) aus Metall und im Bereich der Fuge (3) oder in den fugennahen Randbereichen insbesondere aus Edelstahl bestehen.Component according to at least one of the preceding claims,
characterized in that the transverse force mandrel (7), the top plate (5) and / or the bracket (8, 9) made of metal and in the region of the joint (3) or in the joint-near edge regions in particular made of stainless steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PL04020493T PL1528169T3 (en) | 2003-10-30 | 2004-08-28 | Assembly for subsequent fixing of construction components on a building part |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE20316774U | 2003-10-30 | ||
| DE20316774U DE20316774U1 (en) | 2003-10-30 | 2003-10-30 | Component for the particular subsequent spaced-apart attachment of components to building parts |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1528169A1 true EP1528169A1 (en) | 2005-05-04 |
| EP1528169B1 EP1528169B1 (en) | 2011-07-27 |
Family
ID=31725136
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP04020493A Not-in-force EP1528169B1 (en) | 2003-10-30 | 2004-08-28 | Assembly for subsequent fixing of construction components on a building part |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP1528169B1 (en) |
| AT (1) | ATE518034T1 (en) |
| DE (1) | DE20316774U1 (en) |
| PL (1) | PL1528169T3 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008037404A1 (en) * | 2006-09-25 | 2008-04-03 | Max Frank Gmbh & Co. Kg | Reinforced concrete structure for a building, and method for the erection of such a structure |
| EP2080841A3 (en) * | 2008-01-18 | 2012-07-11 | Bossard + Staerkle AG | Cantilever plate connecting element |
| DE102013100356A1 (en) * | 2013-01-14 | 2014-07-17 | Schöck Bauteile GmbH | Device for force-transmitting connection of a first supporting part of the building with a second supported part of the building |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102013111779A1 (en) | 2013-10-25 | 2015-04-30 | Schöck Bauteile GmbH | Method for anchoring a shear force reinforcement element on a building part |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3403537A1 (en) * | 1984-02-02 | 1985-08-08 | Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld | Prefabricated balcony-construction element for buildings |
| EP1072729A1 (en) | 1999-07-27 | 2001-01-31 | Nivo AG | Building part as a connecting element between two construction parts |
| FR2804703A1 (en) | 2000-02-04 | 2001-08-10 | Plakabeton Coffratec S C A | Construction procedure for reinforced concrete with integrated thermal rupture comprises placing reinforcing frames in formwork either side insulation and pins passing through insulation |
| DE10063747A1 (en) * | 2000-12-21 | 2002-06-27 | Schoeck Bauteile Gmbh | Structural element used as heat insulation comprises force-transferring reinforcing element made of plastic and surrounded on all sides by closed corrosion-protection coating |
-
2003
- 2003-10-30 DE DE20316774U patent/DE20316774U1/en not_active Expired - Lifetime
-
2004
- 2004-08-28 PL PL04020493T patent/PL1528169T3/en unknown
- 2004-08-28 EP EP04020493A patent/EP1528169B1/en not_active Not-in-force
- 2004-08-28 AT AT04020493T patent/ATE518034T1/en active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3403537A1 (en) * | 1984-02-02 | 1985-08-08 | Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld | Prefabricated balcony-construction element for buildings |
| EP1072729A1 (en) | 1999-07-27 | 2001-01-31 | Nivo AG | Building part as a connecting element between two construction parts |
| FR2804703A1 (en) | 2000-02-04 | 2001-08-10 | Plakabeton Coffratec S C A | Construction procedure for reinforced concrete with integrated thermal rupture comprises placing reinforcing frames in formwork either side insulation and pins passing through insulation |
| DE10063747A1 (en) * | 2000-12-21 | 2002-06-27 | Schoeck Bauteile Gmbh | Structural element used as heat insulation comprises force-transferring reinforcing element made of plastic and surrounded on all sides by closed corrosion-protection coating |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008037404A1 (en) * | 2006-09-25 | 2008-04-03 | Max Frank Gmbh & Co. Kg | Reinforced concrete structure for a building, and method for the erection of such a structure |
| EP2080841A3 (en) * | 2008-01-18 | 2012-07-11 | Bossard + Staerkle AG | Cantilever plate connecting element |
| DE102013100356A1 (en) * | 2013-01-14 | 2014-07-17 | Schöck Bauteile GmbH | Device for force-transmitting connection of a first supporting part of the building with a second supported part of the building |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1528169B1 (en) | 2011-07-27 |
| ATE518034T1 (en) | 2011-08-15 |
| DE20316774U1 (en) | 2004-02-12 |
| PL1528169T3 (en) | 2011-12-30 |
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