EP1924749B1 - Building supporting framework, in particular high structure supporting framework - Google Patents

Building supporting framework, in particular high structure supporting framework Download PDF

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Publication number
EP1924749B1
EP1924749B1 EP06792014.0A EP06792014A EP1924749B1 EP 1924749 B1 EP1924749 B1 EP 1924749B1 EP 06792014 A EP06792014 A EP 06792014A EP 1924749 B1 EP1924749 B1 EP 1924749B1
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Prior art keywords
supporting framework
supporting
beams
cavities
horizontal
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German (de)
French (fr)
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EP1924749A1 (en
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Dieter Schwarz
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Unas Technology AG
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Unas Technology AG
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Floor Finish (AREA)
  • Supports For Pipes And Cables (AREA)

Description

Die Erfindung betrifft ein Tragwerk für ein Gebäude, insbesondere ein Hochbautragwerk, gemäss dem Oberbegriff des Anspruches 1.The invention relates to a supporting structure for a building, in particular a building construction project according to the preamble of claim 1.

Im Prinzip enthält jedes Gebäude ein Tragwerk aus einer Anzahl von vertikalen Stützen und einer Anzahl von horizontalen, in zueinander rechtwinkligen XY-Richtungen verlaufenden Trägern, die in mehreren übereinander liegenden Ebenen angeordnet sind. Die Gebäude werden zudem mit elektrischen Installationen, Wasserleitungen, Klimaanlagen bzw. Abluftleitungen etc. individuell ausgerüstet, wobei die medienführenden Leitungen durch Schächte oder Gebäudewände geführt werden. Spätere Umbauten oder Umrüstungen sind in der Regel mit einem erheblichen Umbauaufwand verbunden.In principle, each building contains a framework of a number of vertical columns and a number of horizontal beams extending in mutually perpendicular XY directions arranged in several superimposed planes. The buildings are also individually equipped with electrical installations, water pipes, air conditioning systems and exhaust air ducts, etc., whereby the media-carrying lines are guided through shafts or building walls. Later conversions or conversions are usually associated with a significant conversion effort.

Im gattungsbildenden Dokument WO-A-01/88293 ist ein Tragwerk für ein Gebäude geoffenbart, bei dem ebenso vertikale Stützen und horizontale Träger zu einem Tragwerk zusammengebaut sind. In den vertikalen Stützen sind entsprechende medienführende Leitungen vorgesehen. Es sind zwar horizontal weggehende Kabel bzw. Rohrleitungen dargetan, aber diese führen ausnahmslos irgendwo in einer bestimmten Höhe von der Stütze weg, aber jedenfalls nicht bei den bzw. durch die horizontalen Träger. Auch die angedeuteten Bohrungen bei den Stützen bzw. bei den Trägern dienen lediglich für ihre Befestigung.In the generic document WO-A-01/88293 discloses a structure for a building in which also vertical columns and horizontal beams are assembled into a supporting structure. Corresponding media-carrying lines are provided in the vertical supports. Although it is shown horizontally outgoing cables or pipes, but these invariably go somewhere at a certain height away from the support, but certainly not in or through the horizontal support. The indicated holes in the supports or in the carriers are only for their attachment.

In der Druckschrift WO-A-97/30235 ist ein Tragwerk dargetan, welches aus horizontalen Stahlträgern und vertikalen Stützen zusammengesetzt ist. In diesen U-förmigen Stahlträgern bzw. in den kastenförmigen Stützen sind Armierungseisen enthalten und sie werden mit Beton gefüllt und sind in der Folge geschlossen. Es sind keinerlei medienführende Leitungen vorgesehen.In the publication WO 97/30235 is a structure demonstrated, which is composed of horizontal steel girders and vertical supports. In these U-shaped steel girders or in the box-shaped supports reinforcing bars are included and they are filled with concrete and are closed in the sequence. There are no media-carrying lines provided.

Bei der Druckschrift DE-A-1 658 990 ist ein Bauwerk aus vorgefertigten Stahlbauelementen erläutert, bei welchem Kubusse als ein Universalstück in Form eines Würfels mit Rohrstücken und entsprechenden Aussparungen zur torsionssteifen Verbindung mit einem horizontalen Trägerelement bzw. einer vertikalen Stütze vorgesehen sind. Es sind aber nicht die Stützen bzw. die Träger selbst, welche den Knotenbereich bilden, sondern diese Kubusse, mittels welchen aber ein Nachteil verbunden ist, weil die Stützen für jede Etage als ein separates Teil zugeschnitten werden müssen und dabei mit jeder Verbindung mit einem Kubus Befestigungsmittel notwendig sind. Ein solches Tragwerk kommt daher nicht nur sehr teuer zu stehen, sondern es ist auch festigkeitsmässig nicht optimal gelöst.In the publication DE-A-1 658 990 is a structure of prefabricated steel components explained in which cube as a universal piece in the form of a cube with pipe sections and corresponding recesses for torsionally rigid connection with a horizontal support member or a vertical support are provided. However, it is not the supports or the supports themselves which form the nodal region, but these creeps, by means of which, however, a disadvantage is connected, because the supports must be cut for each floor as a separate part, with each connection with a cube Fasteners are necessary. Therefore, such a structure is not only very expensive to stand, but it is also strength not optimally solved.

WO-A-2005/075756 offenbart einen Tragwerk, der alle Merkmale des Oberbegriffs des Anspruchs 1 einschließt. Durchgangsöffnungen in den Seitenwänden der Stütze sind durch Befestigungsöffnungen gebildet. WO-A-2005/075756 discloses a structure incorporating all features of the preamble of claim 1. Through openings in the side walls of the support are formed by fastening openings.

Der vorliegenden Erfindung liegt die Aufgabe zugrunde, ein Tragwerk für ein Gebäude, insbesondere für mehrgeschossige Konzeption, zu schaffen, welches das Ausrüsten des Gebäudes mit medienführenden Leitungen vereinfacht und auch ein einfaches Umrüsten ermöglicht.The present invention has for its object to provide a structure for a building, especially for multi-storey design, which simplifies the equipping of the building with media-carrying lines and also allows easy retooling.

Diese Aufgabe wird erfindungsgemäss durch ein Tragwerk mit den Merkmalen des Anspruches 1 gelöst.This object is achieved by a supporting structure with the features of claim 1.

Weitere bevorzugte Ausgestaltungen des erfindungsgemässen Tragwerkes bilden den Gegenstand der abhängigen Ansprüche.Further preferred embodiments of the inventive structure form the subject of the dependent claims.

Das erfindungsgemässe Tragwerk mit integrierten Medienleitungen, die in allen drei Raum- bzw. Tragwerkdimensionen durch das Tragwerk geführt werden können, erlaubt einen modularen Aufbau von Gebäuden, die nicht nur in einer einfachen Art und Weise ausgerüstet, sondern auch jederzeit umgerüstet werden können, beispielsweise für Büro-, Gewerbe-, Praxis-, Schulungs-, Hotel- oder Wohnzwecke, so dass eine weitgehende Nutzungsneutralität gewährleistet wird und nachhaltige Projekte konzipiert werden können. Die Medienversorgung kann jederzeit erweitert, umgebaut oder zurückgebaut und auch energetisch optimiert werden.The inventive structure with integrated media lines that can be performed in all three spatial or structural dimensions through the structure allows a modular design of buildings that can not only be equipped in a simple manner, but also can be converted at any time, for example Office, commercial, practical, training, hotel or residential purposes, so that an extensive use neutrality is guaranteed and sustainable projects can be designed. The media supply can be expanded, rebuilt or dismantled at any time and also optimized in terms of energy.

Die Erfindung wird nachfolgend anhand der Zeichnung näher erläutert. Es zeigen:

Fig. 1
ein Ausführungsbeispiel eines Tragwerkes für ein Gebäude;
Fig. 2
in perspektivischer Darstellung einen Knotenbereich des erfindungsgemässen Tragwerkes, mit einer vertikalen Stütze, mit horizontalen Trägern, mit einer Deckenkonstruktion und mit medienführenden Leitungen;
Fig. 3
einen horizontalen Schnitt durch die Stütze nach Fig. 2 oberhalb der Träger;
Fig. 4
einen Schnitt nach Linie IV-IV in Fig. 3;
Fig. 5
einen Schnitt nach Linie V-V in Fig. 3;
Fig. 6
einen vertikalen Schnitt durch den Knoten nach Fig. 2, durch einen der horizontalen Träger;
Fig. 7
einen horizontalen Schnitt durch den Knoten nach Fig. 2, durch beide horizontalen Träger; und
Fig. 8
einen Gebäudeteil mit einem medienführenden Tragwerk in Draufsicht.
The invention will be explained in more detail with reference to the drawing. Show it:
Fig. 1
an embodiment of a structure for a building;
Fig. 2
a perspective view of a node region of the inventive structure, with a vertical support, with horizontal beams, with a ceiling construction and with media-carrying lines;
Fig. 3
a horizontal section through the post to Fig. 2 above the carrier;
Fig. 4
a section along line IV-IV in Fig. 3 ;
Fig. 5
a section along line VV in Fig. 3 ;
Fig. 6
a vertical section through the node Fig. 2 through one of the horizontal beams;
Fig. 7
a horizontal section through the node Fig. 2 through both horizontal beams; and
Fig. 8
a building part with a media-carrying structure in plan view.

In Fig.1 ist ein Tragwerk 1 für ein Gebäude dargestellt, welches eine Anzahl von vertikalen Stützen 2 und eine Anzahl von horizontalen, in zueinander rechtwinkligen XY-Richtungen verlaufenden Trägern 3, 4 umfasst. Die horizontalen Träger 3, 4 sind in mehreren übereinander liegenden Ebenen angeordnet.In Fig.1 1, there is shown a structure 1 for a building comprising a number of vertical supports 2 and a number of horizontal beams 3, 4 extending in mutually perpendicular XY directions. The horizontal beams 3, 4 are arranged in several superimposed planes.

Fig.2 zeigt einen Knotenbereich des erfindungsgemässen Tragwerkes 1, bei dem an einer in Richtung Z, d.h. vertikal verlaufenden Stütze 2 zwei in horizontaler X-Richtung verlaufende Träger 3 und zwei in horizontaler Y-Richtung verlaufende Träger 4 angebracht sind. Selbstverständlich könnten an den äusseren Stützen 2 des Tragwerkes 1 pro Ebene jeweils nur drei horizontale Träger 3 bzw. 4 und im Eckbereich sogar nur zwei Träger 3, 4 befestigt sein. Beim dargestellten Ausführungsbeispiel ragen auch von den äusseren Stützen 2 bzw. von den Eckstützen kurze Träger weg, die beispielsweise zum Anbringen von seitlichen Abdeckungen, Fassaden, Isolationen etc. dienen können. Diese können aber auch weggelassen werden. Fig.2 shows a node region of the inventive supporting structure 1, in which in a direction Z, ie vertically extending support 2 in the horizontal X-direction extending carrier 3 and two extending in the horizontal direction Y support 4 are mounted. Of course, could be attached to the outer supports 2 of the structure 1 per level only three horizontal beams 3 and 4 and in the corner even only two carriers 3, 4. In the illustrated embodiment protrude also short of the outer supports 2 and of the corner supports short carrier, for example can be used for attaching side covers, facades, insulation etc. These can also be omitted.

Sowohl die Stützen 2 als auch die Träger 3, 4 sind z.B. als metallene (vorzugsweise aus Stahl) oder aus anderen geeigneten Werkstoffen bestehende Profile ausgebildet, die z.B. aus Blechen zusammengeschweisst sind, und die jeweils wenigstens einen Hohlraum zumindest teilweise umschliessen, der erfindungsgemäss zur Aufnahme von medienführenden Leitungen, insbesondere Elektro-, Wasser-, Abwasser-, Netzwerk-, Lüftungs- und/oder andere Leitungen vorgesehen sind. Wie insbesondere aus Fig. 2 und 3 ersichtlich, ist beispielsweise die Stütze 2 als ein im Querschnitt H-förmiges Profil ausgebildet und weist im genannten H-förmigen Falle zwei Seitenwände 2a, 2b sowie eine die Seitenwände 2a, 2b verbindende mittlere Wand 2c auf, wodurch zwei durch die mittlere Wand 2c voreinander getrennte, gegebenenfalls jedoch durch Öffnungen miteinander verbundene vertikal verlaufende Hohlräume 5, 6 gebildet sind. Durch die Hohlräume 5, 6 können medienführende Leitungen, z.B. Wasserleitungen, in Richtung Z geführt werden, wie in Fig. 2 und 3 am Beispiel der durch den Hohlraum 6 geführten Leitung 9 veranschaulicht ist. Die Stütze 2 könnte im Querschnitt auch aus anderen Profilen, offen oder geschlossen, hergestellt sein.Both the supports 2 and the supports 3, 4 are formed, for example, as metal (preferably steel) or other suitable materials existing profiles, for example, are welded together from sheets, and at least partially enclose at least one cavity, according to the invention for receiving are provided by media-carrying lines, in particular electrical, water, sewage, network, ventilation and / or other lines. As in particular from Fig. 2 and 3 it can be seen, for example, the support 2 is formed as a cross-sectionally H-shaped profile and has in said H-shaped trap two side walls 2a, 2b and the side walls 2a, 2b connecting central wall 2c, whereby two through the middle wall 2c to each other separate, but optionally interconnected by openings vertically extending cavities 5, 6 are formed. Through the cavities 5, 6 media-carrying lines, eg water pipes, can be guided in the direction Z, as in Fig. 2 and 3 the example of the guided through the cavity 6 line 9 is illustrated. The support 2 could be made in cross section from other profiles, open or closed.

An den Seitenwänden 2a, 2b der Stütze 2 ist jeweils ein in Y-Richtung verlaufender Träger 4 befestigt, vorzugsweise angeschraubt oder auf andere geeignete Art verbunden, der im Querschnitt im wesentlichen U-förmig raumhaltig ausgebildet ist und zwei Stege 4a, 4b sowie eine die Stege 4a, 4b verbindender Flansch 4c aufweist und den von oben, gegebenenfalls auch von unten zugänglichen Hohlraum 7 umschliesst (vgl. Fig. 2 und 4). Der jeweilige Träger 4 ist zudem mit einem Paar oberer Auflageflächen 4a', 4b' versehen, die gegeneinander gerichtet von den Profilstegen 4a, 4b nach innen ragen, sowie mit einem Paar unterer von Flanschen gebildeter Auflageflächen 4d, 4e, die als Verlängerung der die Stege 4a, 4b verbindenden Unterflanschen 4c nach aussen gerichtet sind. Die Auflageflächen 4a', 4b'; 4d, 4e dienen zum Aufsetzen einer Deckenkonstruktion 10 (vgl. Fig. 2 und 4). Auf die Deckenkonstruktion 10 kann gemäss Fig. 4 eine Fussbodenkonstruktion 11 gelegt werden, die über Zargen 12 verfügt, über welche der Hohlraum 7 von oben zugänglich ist, wobei die Zargen 12 durch Abdeckungen 13 verschliessbar sind. Die Konfiguration des Trägers 4 kann sinngemäss auch durch assymmetrische Doppel-T-Träger oder geeignete andere Profile gebildet werden.On the side walls 2a, 2b of the support 2 each extending in the Y direction a support 4 is fixed, preferably screwed or connected in any other suitable manner, which is formed in space substantially in cross-section substantially U-shaped and two webs 4a, 4b and a Webs 4a, 4b connecting flange 4c and encloses the above, optionally also accessible from below cavity 7 (see. Fig. 2 and 4 ). The respective carrier 4 is also provided with a pair of upper bearing surfaces 4a ', 4b' which are directed against each other by the profile webs 4a, 4b protrude inwardly, as well as with a pair of lower flanges formed by flanges 4d, 4e, which are directed as an extension of the webs 4a, 4b connecting lower flanges 4c to the outside. The bearing surfaces 4a ', 4b'; 4d, 4e are used for placing a ceiling construction 10 (see. Fig. 2 and 4 ). On the ceiling construction 10 can according to Fig. 4 a floor construction 11 are laid, which has frames 12, via which the cavity 7 is accessible from above, wherein the frames 12 are closed by covers 13. The configuration of the carrier 4 can also be formed by asymmetric double-T-beams or other suitable profiles.

Die in X-Richtung verlaufenden horizontalen Träger 3 werden von innen an den Seitenwänden 2a, 2b der Stütze 2 angebracht. Auch diese Träger 3 sind im Querschnitt im wesentlichen U-förmig raumhaltig ausgebildet und weisen zwei Stege 3a, 3b sowie eine die Stege 3a, 3b verbindende untere Flanschteile 3c auf, die zusammen einen nach oben offenen Hohlraum 16 umschliessen (vgl. Fig. 2 und 5). Die Stege 3a, 3b sind wiederum mit nach innen ragenden oberen Auflageflächen 3a', 3b' zum Aufsetzen der Decken- bzw. Fussbodenkonstruktion 12 versehen. Die Konfiguration des Trägers 3 kann sinngemäss auch durch Doppel-T-Träger oder geeignete andere Profile gebildet werden.The X-directional horizontal support 3 are mounted from the inside to the side walls 2a, 2b of the support 2. These carriers 3 are formed in space substantially U-shaped in cross-section and have two webs 3a, 3b and the webs 3a, 3b connecting lower flange 3c, which together enclose an upwardly open cavity 16 (see. Fig. 2 and 5 ). The webs 3a, 3b are in turn provided with inwardly projecting upper bearing surfaces 3a ', 3b' for placing the ceiling or floor construction 12. The configuration of the carrier 3 can also be formed by double T-beams or other suitable profiles.

Die Hohlräume 7 bzw. 16 der horizontalen Träger 4 bzw. 3 sind zur Aufnahme von medienführenden Leitungen vorgesehen, wobei erfindungsgemäss diese Hohlräume 7, 16 miteinander und mit den Hohlräumen 5, 6 der Stütze derart verbunden sind, dass die Leitungen in allen drei Räum- bzw. Tragwerkdimensionen X, Y, Z durch das Tragwerk 1 geführt werden können. So sind beispielsweise die Seitenwände 2a, 2b der vertikalen Stütze 2 im Knotenbereich mit insbesondere aus Fig. 4, 6 und 7 ersichtlichen Durchgangsöffnungen 20 versehen, über welche die Hohlräume 7 der in Y-Richtung gerichteten Träger 4 mit den vertikalen Hohlräumen 5, 6 in der Stütze 2 verbunden sind. In die vertikalen Hohlräume 5, 6 münden im Knotenbereich auch die Hohlräume 16 der in X-Richtung verlaufenden Träger 3. Diese Hohlräume 16 sind wiederum über eine oder mehrere in der mittleren Wand 2c der Stütze 2 angefertigte Durchgangsöffnungen 22 (Fig. 2,5 und 7) miteinander verbunden.The cavities 7 and 16 of the horizontal support 4 and 3 are provided for receiving media-carrying lines, according to the invention, these cavities 7, 16 are connected to each other and with the cavities 5, 6 of the support such that the lines in all three clearances or structural dimensions X, Y, Z can be performed by the structure 1. For example, the side walls 2a, 2b of the vertical support 2 in the node area with in particular from Fig. 4 . 6 and 7 apparent Through openings 20 are provided, via which the cavities 7 of the Y-directional carrier 4 are connected to the vertical cavities 5, 6 in the support 2. The cavities 16 of the supports 3 extending in the X-direction open into the vertical cavities 5, 6. These cavities 16 are in turn connected via one or more passage openings 22 (FIG. 2) made in the middle wall 2c of the support 2 (FIG. Fig. 2 . 5 and 7 ) connected with each other.

So kann beispielsweise eine medienführende Leitung 26 über die Durchgangsöffnung 22 in X-Richtung (quer durch die vertikalen Hohlräume 5, 6) von einem Träger 3 zum anderen geführt werden. Eine quer dazu in Y-Richtung geführte medienführende Leitung 24 wird z.B. durch je eine der Durchgangsöffnungen 20 in den Seitenwänden 2a, 2b der vertikalen Stütze 2 (quer durch den vertikalen Hohlraum 5) geführt. Sinngemäss können die Abzweigungen in allen drei Richtungen X, Y, Z erfolgen.Thus, for example, a media-carrying line 26 via the passage opening 22 in the X direction (across the vertical cavities 5, 6) are guided by a carrier 3 to the other. A media-carrying conduit 24 guided transversely thereto in the Y-direction is e.g. through each one of the through holes 20 in the side walls 2a, 2b of the vertical support 2 (across the vertical cavity 5) out. Analogously, the branches can take place in all three directions X, Y, Z.

Im Knotenbereich kann beispielsweise auch die durch den vertikalen Hohlraum 6 geführte medienführende Leitung 9 abzweigen und das Medium beispielsweise über eine durch den in X-Richtung verlaufenden Hohlraum 16 geführte Leitung 29 zu einer weiteren vertikalen, aus dem nach oben offenen Träger 3 zu einem Endgerät führenden Leitung 9' gelangen.In the nodal region, for example, the media-carrying line 9 guided through the vertical cavity 6 can also branch off and guide the medium, for example via a line 29 passing through the X-directional cavity 16, to a further vertical, from the upwardly open carrier 3 to a terminal Line 9 'arrive.

Die Stege 3a, 3b bzw. 4a, 4b der im Querschnitt raumhaltigen horizontalen Träger 3, 4 sind mit Vorteil mit einer Anzahl von über die Trägerlänge vorzugsweise gleichmässig verteilten Durchgangsöffnungen 30 bzw. 40 für medienführende Leitungen versehen, die die horizontal verlaufenden Hohlräume 16, 7 mit der Deckenkonstruktion 10 verbinden.The webs 3 a, 3 b or 4 a, 4 b of the horizontal carrier 3, 4, which has a spatial cross-section, are advantageously provided with a number of passage openings 30 and 40, preferably uniformly distributed over the carrier length, for media-carrying lines, which are the horizontally extending cavities 16, 7 connect to the ceiling construction 10.

Die Hohlräume 5, 6 der Stütze 2 können ausserhalb des Knotenbereiches mit Abdeckungen 41, 42 geschlossen werden (Fig. 3) Dies gilt sinngemäss auch für Öffnungen in geschlossenen Stützenprofilen. Ebenso kann eine die Stütze teilweise oder ganz umschliessende Abdeckung grösser dimensioniert sein, als es der Querschnitt der Stütze erfordert, z.B. zur Vergrösserung des Hohlraumes zugunsten der Medienführungen.The cavities 5, 6 of the support 2 can be closed outside the node area with covers 41, 42 ( Fig. 3 ) This also applies analogously to openings in closed column profiles. Likewise, a support which partially or completely surrounds the support can be dimensioned larger than required by the cross section of the support, for example for enlarging the cavity in favor of the media guides.

Fig. 8 zeigt ein Anwendungsbeispiel des medienführenden Tragwerks, mit sechs Knotenbereichen, wie vorstehend beschrieben. Oberhalb eines der in X-Richtung verlaufenden Träger 3 ist ein Installationsraum 45 für Medien, wie Wasser, Strom, Abwasser angeordnet, mit denen einerseits ein Badezimmer 46 mit einem Waschtisch 47, einem WC 48, einer Badewanne 49 und anderseits eine Küche 50 mit einem Kochherd 51 und einer Spüle 52 versorgt werden. Die Versorgung erfolgt über die medienführenden Leitungen 9, 24, 26, die durch das Tragwerk zum Installationsraum 45 und von diesem zu den Endgeräten geführt werden. Das Ausführungsbeispiel ist für jegliche Art von gebäudetechnischen Installationen zu verstehen. Fig. 8 shows an application example of the media-carrying structure, with six node areas, as described above. Above one of the extending in the X direction carrier 3, an installation space 45 for media, such as water, electricity, wastewater is arranged with which on the one hand a bathroom 46 with a vanity 47, a toilet 48, a bathtub 49 and on the other hand, a kitchen 50 with a Cooker 51 and a sink 52 are supplied. The supply takes place via the media-carrying lines 9, 24, 26, which are guided through the supporting structure to the installation space 45 and from this to the terminals. The embodiment is to be understood for any type of building services installations.

Das erfindungsgemässe Tragwerk mit den integrierten Medienleitungen, die in allen drei Raum- bzw. Tragwerkdimensionen durch das Tragwerk geführt werden können, erlaubt einen Aufbau von Gebäuden, die nicht nur in einer einfachen Art und Weise ausgerüstet, sondern auch jederzeit umgerüstet werden können, beispielsweise für Büro-, Gewerbe-, Praxis-, Schulungs-, Hotel- oder Wohnzwecke, so dass eine weitgehende Nutzungsneutralität gewährleistet wird und nachhaltige Projekte konzipiert werden können. Die Medienversorgung kann jederzeit erweitert, umgebaut oder zurückgebaut und auch energetisch optimiert werden.The inventive structure with the integrated media lines that can be performed in all three spatial or structural dimensions by the structure allows a structure of buildings that not only equipped in a simple manner, but also can be converted at any time, for example Office, commercial, practical, training, hotel or residential purposes, so that an extensive use neutrality is guaranteed and sustainable projects can be designed. The media supply can be expanded, rebuilt or dismantled at any time and also optimized in terms of energy.

Die Erfindung ist mit den oben erläuterten Ausführungen ausreichend dargetan. Selbstverständlich könnte sie noch in weiteren Varianten ausgeführt sein. So könnten die Träger bzw. Stützen beispielsweise mit im Querschnitt geschlossenen Formaten oder anderen geeigneten Profilen hergestellt sein. Als Materialien der Profile wären im Prinzip auch faserverstärkte Kunststoffe, wie zum Beispiel Carbon, denkbar.The invention is sufficiently demonstrated with the above-explained embodiments. Of course, it could still be designed in other variants. Thus, the carriers or supports could be made for example with closed in cross-section formats or other suitable profiles. As materials of the profiles in principle also fiber-reinforced plastics, such as carbon, conceivable.

Claims (10)

  1. Building supporting framework, in particular a high structure supporting framework, which comprising a number of vertical supports (2) and a number of horizontal beams (3, 4) mutually extending in transversal directions (X, Y), which beams (3, 4) are stacked on each other on several planes, wherein the vertical supports (2) as well as the beams (3, 4) are embodied in the form of profiles enclosing at least partially at least one cavity (5, 6), whereby in the cavities (5, 6) of the supports (2) and also in the cavities (7, 16) of the beams (3, 4) being used for receiving fluid-transporting conduits (9; 24; 26; 29), in particular electricity, water, heating/cooling or ventilation conduits, and at the intersection, where the supports (2) and the beams (3, 4) converge or cross each other, they are mutually connected in such a way that the fluid-transporting conduits are directed in all three space respectively spatial directions (X, Y, Z) through the supporting structure (1) whereby in the respective intersection on at least one of the side walls (2a, 2b) of the supports (2) a horizontal beam (4) and/or at least one horizontal beam (3) are linked at the cavity (5, 6), whereby thus from the beams (3, 4) horizontally-running cavities (7; 16) being connected via through-openings (20; 22) in the side walls (2a, 2b) of the support (2) respectively in the central wall (2c) on a support (2) with a H-shaped cross-section together and with at least one vertical-running cavity (5; 6), characterised in that
    at least one of the fluid-transporting conduits (9; 24; 26; 29) is directed via at least one of the through-openings (20; 22).
  2. Supporting framework according to claim 1, characterised in that the respective support (2) has an H-shaped cross-section and two side walls (2a, 2b) and also includes a central wall (2c) linking the side walls (2a, 2b), thus forming two vertical cavities (5; 6) separated from each other by the central wall (2c), while at the respective intersection, on at least one of the side walls (2a, 2b) are attached a space-enclosing horizontal supporting beam (4) with an essentially U-shaped cross-section from the outside and at least one further, also space-enclosing horizontal supporting beam (3) with an essentially U-shaped cross-section at right angles hereto from inside, the horizontally-running cavities (7; 16) partially enclosed by the supporting beam (3; 4), being connected via through-openings (20; 22) in the side walls (2a, 2b) and in the central wall (2c) of the support (2) with each other and with the vertically-running cavities (5; 6).
  3. Supporting framework according to claim 2, characterised in that outside the intersection, a parallel partially or completely enclosing cover (41, 42) of the vertically-running cavities (5; 6) is provided for the respective central wall (2c) of the support (2).
  4. Supporting framework according to claim 2 or 3, characterised in that the horizontal supporting beam (3; 4) which has a space-enclosing cross-section is arranged in such a way that the cavities (7; 16) are accessible from above.
  5. Supporting framework according to claim 4, characterised in that the horizontal beams (3; 4) are provided with supporting surfaces (4a', 4b', 4d, 4e; 3a', 3b') on which a ceiling or floor construction (10; 11) can be rested, whereby the supporting surfaces (4a', 4b', 4d, 4e; 3a', 3b') being arranged so as to project laterally away from the webs (4a, 4b; 3a, 3b) of the profiles with a space-enclosing cross-section.
  6. Supporting framework according to claim 5, characterised in that with respect to the beams (4) running parallel in a direction (Y) one pair of upper supporting surfaces (4a', 4b') formed by flanges are oriented towards each other and one pair of lower supporting surfaces (4d, 4e) formed by flanges are oriented outwards as an extension of the lower flanges (4c) connecting the webs (4a, 4b), on which supporting surfaces a ceiling construction (10) can be rested from both sides.
  7. Supporting framework according to claim 6, characterised in that the cavities (7; 16) in the horizontal beams (3; 4) which are open at the top and/or bottom and/or laterally are accessible via coverable frames (12) which are provided in a floor construction (11) laid on the ceiling construction (10).
  8. Supporting framework according to claim 6 or 7, characterised in that the webs (3a, 3b; 4a, 4b) of the beams (3; 4) with a space-enclosing cross-section are provided with a number of through-openings (30; 40) distributed along the beam length to connect the cavities (7; 16) with the ceiling construction (10).
  9. Supporting framework according to one of the preceding claims 1 to 8, characterised in that the supports (2) and also the beams (3; 4) are embodied as profiles made from metal, in particular steel, or from another suitable material, such as plastic.
  10. Building with a supporting framework (1) according to one of claims 1 to 9 and with fluid-transporting conduits (9; 24; 26; 29) passing through the supporting framework (1) which are directed through the supporting framework (1) in all three spatial respectively supporting framework dimensions (X, Y, Z).
EP06792014.0A 2005-09-15 2006-09-13 Building supporting framework, in particular high structure supporting framework Not-in-force EP1924749B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH01502/05A CH697732B1 (en) 2005-09-15 2005-09-15 A supporting framework for a building, in particular a construction structure.
PCT/EP2006/008895 WO2007031287A1 (en) 2005-09-15 2006-09-13 Building supporting framework, in particular high structure supporting framework

Publications (2)

Publication Number Publication Date
EP1924749A1 EP1924749A1 (en) 2008-05-28
EP1924749B1 true EP1924749B1 (en) 2016-05-04

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EP06792014.0A Not-in-force EP1924749B1 (en) 2005-09-15 2006-09-13 Building supporting framework, in particular high structure supporting framework

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US (1) US20080250745A1 (en)
EP (1) EP1924749B1 (en)
JP (1) JP2009508025A (en)
KR (1) KR20080044312A (en)
CN (1) CN101365848A (en)
AU (1) AU2006291467A1 (en)
CA (1) CA2621710A1 (en)
CH (1) CH697732B1 (en)
NO (1) NO20081161L (en)
RU (1) RU2008114348A (en)
WO (1) WO2007031287A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108625491A (en) * 2018-03-19 2018-10-09 北京工业大学 Assembled H profile steel column-isolated footing-concrete collar tie beam L-shaped connecting node

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2832409A1 (en) * 2010-04-13 2011-10-20 University Of South Florida Modular dwellings
US9068352B2 (en) * 2012-03-20 2015-06-30 J Martin Lovely Thompson Framework serving as structural support and utility space
FR3061763B1 (en) * 2017-01-10 2019-08-16 L'air Liquide, Societe Anonyme Pour L'etude Et L'exploitation Des Procedes Georges Claude ENCLOSURE OF AN APPARATUS FOR SEPARATING A GAS MIXTURE BY DISTILLATION AND SEPARATION APPARATUS COMPRISING SUCH AN ENCLOSURE
WO2019028509A1 (en) * 2017-08-08 2019-02-14 Intex Holdings Pty Ltd Temperature control of a modular building
KR102105970B1 (en) * 2020-01-29 2020-04-29 주식회사 한국그린피아 A movable toilet and method for thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1658990A1 (en) * 1966-08-03 1970-12-10 Stocker Dipl Bauing Hanspeter Structure made of prefabricated steel construction elements

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH506669A (en) * 1969-03-20 1971-04-30 Furter Oskar Tensile structure
US3750697A (en) * 1971-05-13 1973-08-07 E Kump Structural building frame incorporating utilities
SE418881B (en) * 1978-08-09 1981-06-29 Leif Andersson DEVICE FOR HOME BUILDINGS
US5479749A (en) * 1990-03-15 1996-01-02 Marco Consulting Services, Inc. Structural systems for supporting a building utilizing light weight steel framing for walls and hollow core concrete slabs for floors
FI105121B (en) 1996-02-19 2000-06-15 Tuomo Juola Composite building frame
WO2001088293A1 (en) 2000-05-12 2001-11-22 Rebuild World Rbw, S.A. Building framework
US6865851B2 (en) * 2003-05-14 2005-03-15 The Wiremold Company Modular floor panels with enclosed wireway channels
EP1718810A1 (en) * 2004-02-06 2006-11-08 Lucas Johannes Van Tonder Constructional element

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1658990A1 (en) * 1966-08-03 1970-12-10 Stocker Dipl Bauing Hanspeter Structure made of prefabricated steel construction elements

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108625491A (en) * 2018-03-19 2018-10-09 北京工业大学 Assembled H profile steel column-isolated footing-concrete collar tie beam L-shaped connecting node
CN108625491B (en) * 2018-03-19 2019-10-29 北京工业大学 Assembled H profile steel column-isolated footing-concrete collar tie beam L shape connecting node

Also Published As

Publication number Publication date
KR20080044312A (en) 2008-05-20
NO20081161L (en) 2008-04-14
JP2009508025A (en) 2009-02-26
AU2006291467A1 (en) 2007-03-22
EP1924749A1 (en) 2008-05-28
CN101365848A (en) 2009-02-11
US20080250745A1 (en) 2008-10-16
CH697732B1 (en) 2009-01-30
CA2621710A1 (en) 2007-03-22
RU2008114348A (en) 2009-10-20
WO2007031287A1 (en) 2007-03-22

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