EP2369074A1 - Device for creating a node connection - Google Patents
Device for creating a node connection Download PDFInfo
- Publication number
- EP2369074A1 EP2369074A1 EP10405063A EP10405063A EP2369074A1 EP 2369074 A1 EP2369074 A1 EP 2369074A1 EP 10405063 A EP10405063 A EP 10405063A EP 10405063 A EP10405063 A EP 10405063A EP 2369074 A1 EP2369074 A1 EP 2369074A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- base element
- wooden
- wooden rods
- rods
- node
- 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.)
- Withdrawn
Links
Images
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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B1/1906—Connecting nodes specially adapted therefor with central spherical, semispherical or polyhedral connecting element
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1945—Wooden struts
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1957—Details of connections between nodes and struts
- E04B2001/196—Screw connections with axis parallel to the main axis of the strut
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/199—Details of roofs, floors or walls supported by the framework
Definitions
- the invention relates to a device for forming a node connection of a plurality of arranged at an acute angle, preferably to an axis of symmetry wooden rods of a space framework, which are bolted to at least one end-side end portion with a node connection forming node element.
- the EP 0 159 452 B1 provides a node connection for trusses, in which at the ends of the wooden rods each have a holding member for threaded bolts or screws are fastened, which are bolted to the nodes.
- a sleeve-like metal dowel is inserted into the longitudinally divided wooden rod, which is glued to the two parts of the wooden rod.
- the holding member is screwed with a screw with the inserted between the glued parts of the wooden rod metal dowels.
- a holding member which is screwed on one side with a node piece, is fastened on the opposite side in a front end of the wooden rod.
- one-piece profile parts are provided which have axial recesses in the attachment portion of the holding member, which are glued into the front end of the wooden rod.
- the weak point of this design is the poor suitability for the transmission of tensile forces and the complex shape of the holding members, which requires a complex production.
- the invention is to solve the problem a new way by the node element with a vault-like resp. self-supporting floor is formed and facing the wooden bars on the outside, at right angles or at an acute angle to their longitudinal extent opposing Anstell lake, and by at the end faces of the wooden rods, respectively. the rear surfaces facing away from the Anstell lake the vault-like bottom from the inside to the outside passing through, in the wooden rods approximately along the longitudinal extension screwed extending fasteners is formed.
- Torispheric floors are composed of a spherical cap and a brim of different radii.
- the device is particularly suitable for the construction of wall, ceiling, roof and / or floor elements with a static structure of low wood content. These components are preferably prefabricated and used for residential, commercial, cultural and / or industrial construction.
- the device gives the components a high stability and good strength due to a high degree of static utilization.
- Fig. 1 and 2 represent a device 1 for a node connection of a space frame, ie, run in the node element 2 wooden rods 3 from different spatial directions 3 together. A juxtaposition of such node element 2 at a distance in all directions, makes it possible to build a space framework.
- the node element 2 points in Fig. 1 and 2 a base element 9 with recesses 7 for guiding the wooden rods 3 on, as well as storage area 16 which specify the angular position of the Holstäbe 3.
- the base element 9 is glued or screwed on the base element 6 to prevent shifting of the entire node element 2.
- the base element 6 is on the side facing away from the base element 9 a recess 8 is inserted and a curved bottom 4 is inserted, with the possibility that Node element 2 to be installed without inserted curved bottom 4, insofar as the recess 8 is sufficient to absorb the force.
- the arched bottom 4 are through holes, which serve to carry out parallel threaded wood screws 5.
- the through-holes in the curved bottom 4 or the parallel threaded wood screws 5 are arranged at 45 °, but are conceivable any angular arrangements and distributions of the wooden rods 3 about an appearing in plan view or as a point symmetry axis 11, which extends approximately perpendicularly through the base 6 or base element 9.
- the parallel threaded wood screws 5 pass through the arched bottom 4, the base element 6 and the base element 9 and are bolted to the wooden rods 3.
- the parallel threaded wood screws 5 are driven depending on the size of the cross section of the wooden rods 3 and the load requirement without pre-drilling, by means of core drilling or by means of previously cut thread in the wooden rods 3.
- the frictional connection between the parallel threaded wood screw 5 and the wood of the wooden rods 3 can be increased by preceding glue application on the parallel threaded wood screw 5.
- a device 1 for a node connection, in which the base element 9, for example made of a wood material, is inserted into a groove 13 of the base element 6.
- the base element 9 By virtue of the groove guide 14 provided on the base element 9, which is slightly lower than the groove 13 of the base element 6, the base element 9 lies with the shoulder surface 15 on the base element 6 and is positioned and positively locked by the groove guide 14 or the groove 13 connected.
- a curved bottom 4 for example made of metal, is inserted into a prepared for insertion recess 8, which has through holes for screwing the wooden rods 3. With parallel threaded wood screws 5, which protrude through the arched bottom 4 and the base element 2, the wooden rods 3 are screwed.
- FIGS. 5 to 7 Another variant for the implementation of a device 1 for node connections is in the FIGS. 5 to 7 demonstrated.
- depressions 18 for receiving or positioning the wooden rods 3 are provided directly in the base member 6, which grant a positive connection.
- the recess 8 for the curved bottom 4 is located in the base element 6 on the opposite side of the recesses 18 for the wooden rods 3.
- the angular position of the wooden rods 3 is selected, accordingly, the recesses 18 and the through holes in the curved bottom 4 to install.
- the chamfer 11 prevents unwanted resting of the wooden rods 3 on the bottom of the recess 18.
- the parallel threaded wood screws 5 serve, as already mentioned, the screwing of the wooden rods 3 with the base member 6 and enforce the through holes of the curved bottom. 4
- Fig. 15 shows an alternative embodiment of the mutual support or spacing of two plates to form a component resp. Walls, roofs, ceilings or floors serving device 1.
- the connected to the base element 6-for example by means of wood screws-Distanzlement 31 has in comparison with the base element 9 in FIGS. 1 and 2 no inclined abutment surfaces 16 but a rectangular recess 19 formed of three vertical guide surfaces, on, on which the arrow-shaped cut ends of Holtstäbe 3 are each employed and parked on the base element 6.
- the node element 2 can be by a positive in- resp. Joining the items together in a simple and precise way.
- FIG. 16 Figure 11 illustrates a construction in which, instead of a plate-shaped spacer element, a pyramidal wedge element 36 is screwed head-on to the base element 6, the side surfaces 37 of the wedge element 36 and the surface of the base element 6 each form a wedged pocket 38 in which they have an acute-angled end Wooden rods 3 are inserted and screwed over the recess 8.
- Both the device after Fig. 15 as well as the one after Fig. 16 have a form-fitting arrangement of the items of a node connection.
- FIGS. 8 and 9 is, by connecting two node elements 2 with each other, a so-called. Full node 20 shown.
- basic element 6 a node element 2 is connected to a further node element 2 by the two node elements 2 are virtually screwed together at the back. This allows the space frame to propagate in all directions.
- the vaulted floors 4, for example, made of metal do not install and leave the head of Parallelgemdnde wood screws 5 directly in the recess 8 of the base element 6, wherein the height of the male forces is reduced.
- a ring dowel 23 is each half in a socket element 9 associated Ring groove inserted to connect the two node element 2 together and to achieve the desired full node 20.
- a cross-threaded sleeve 22 is inserted, which is screwed with the screws 21 from the outside of the full knot 20 ago. The screws 21 penetrate the base element 9, starting from the not occupied with wood rods 3 surfaces of the full knot 20 and are screwed to the cross-threaded sleeve 22.
- a device 1 for a node connection which is designed as a full node 20 may have any number of wooden rods 3.
- the 8 and 9 show a variant of a full node 20 with twelve bolted wooden rods 3, which have a square cross-section, with wooden rods 3 are also usable with other cross-section.
- FIGS. 10 and 11 a device 1 for a node connection is recorded, in which the curved bottoms 4 are used directly as a base element 9.
- the curved floors 4 have a diameter which allows the assembly of the intended number of wooden rods 3 directly to the outer diameter.
- a radius 25 corresponding to the outer diameter of the curved bottom 4 is provided, which serves as a positioning surface 16.
- the parallel-threaded wood screws 5 are used 5 lined at the heads distance bushing 26 underlaid, which determine a distance from the curved bottom 4.
- Die Distanzbüchsen 26 Sind an den Enden der Rippen 26 und 26 anorg.
- the wooden rods 3 each have a sleeve 30 on the front side, which is intended to prevent the splitting of the wooden rods 3.
- the sleeves 30 can be pressed into the front side of the respective wooden rod 3 in a prepared groove, or they have an internal and / or external thread, with which they are rotated in the wooden rod 3, whereby tensile and compressive forces not only on the Parellel threaded wood screws.
- a cross-threaded sleeve 22 is inserted in the center, which in turn is screwed from the outside of the arched floors 4 or base elements 9 forth.
- a potting material is poured, which grants a better fixation of the parallel threaded wood screws 5 and a better load distribution after curing.
- Fig. 12 shows a full node 20 of the structure of the full node 20 of 8 and 9 equivalent.
- the full node 20 is in FIG Fig. 12 a ball, which is for example composed of two concrete hemispheres. Both in the previous, as well as in this embodiment, are located in the center of two curved floors 4.
- the wooden rods 3 have as blasting a sleeve 30, which are incorporated into the wooden rods 3.
- the sleeve 30 is pressed into a groove which has been milled into the end of the wooden rods 3, thus reducing the possibility that the wooden rods 3 split during screwing.
- the sleeve 30 can be equipped with an internal and / or external thread. Alternatively, only a circular groove in the front side of the wooden bar 3 may be present, which should also prevent the splitting of the wooden bar 3.
- Fig. 13 shows a device 1 for a junction connection, which serves as a facade suspension to an existing masonry.
- the wooden rods 3 are inserted into recesses 18 in a wall element 33 and are screwed with the parallel threaded wood screws 5, which protrude through the arched bottom 4.
- the pre-assembled on the wall element 33 truss is then attached to the existing masonry (not visible).
- Fig. 14 the attachment of the pre-assembled on the wall element 33 truss is provided directly in the center of the node element 2.
- mounting screw 34 mounted on the wall element 33 truss is screwed to the existing masonry 32.
- the mounting plate 35 which is underlaid the head of the mounting screw 34, an optimal distribution of forces on the wall element 33 is achieved.
- Fig. 17 shows a wall, a ceiling, a roof or a bottom forming member 40 having between two plates 41, 42 mounted devices 1.
- the arrangement of the devices 1 is chosen so that they are interconnected and their node connections are attached opposite and at regular intervals offset to the plates 41,42.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Die Erfindung betrifft eine Vorrichtung zur Bildung einer Knotenpunktverbindung mehrerer in einem spitzen Winkel, vorzugsweise zu einer Symmetrieachse angeordneter Holzstäbe eines Raumfachwerks, die an wenigstens einem stirnseitigen Endbereich mit einem die Knotenpunktverbindung bildenden Knotenelement verschraubt sind.The invention relates to a device for forming a node connection of a plurality of arranged at an acute angle, preferably to an axis of symmetry wooden rods of a space framework, which are bolted to at least one end-side end portion with a node connection forming node element.
Bisher waren Verlängerungen oder andere Anschlüsse im Hirn- resp. Stirnholzbereich nur durch sehr aufwändige Lösungen mit Hilfe von speziell hergestellten Teilen denkbar, da ein Hauptproblem im Holzbau darin besteht, stirnseitige Verbindungen bzw. Verschraubungen in Holzfaserdchtung anzubringen, die eine der vorgeschriebenen Norm entsprechende Zug- und Druckkraft aushält, ohne dass dabei ein Spalten des Holzes bzw. ein Ausreissen einer Schraube in Faserrichtung entstehen kann.So far, extensions or other connections in the brain resp. Endholzbereich conceivable only by very elaborate solutions using specially made parts, as a major problem in timber construction is to attach end-side connections or fittings in Holzfaserdchtung that withstands a prescribed standard of appropriate tensile and compressive force, without causing a splitting of the wood or a tearing out of a screw in the fiber direction can occur.
Stumpfe Verlängerungen und Anschlüsse im Stirnholzbereich resp. in Faserrichtung von Holzstäben jeder Querschnittsdimension, wie sie beispielsweise bei Raumfachwerken vorkommen, konnten bisher nur mit hohem Aufwand ausgeführt werden. Deshalb sind Knotenpunktverbindungen von Holzstäben für Fachwerke, insbesondere für Raumfachwerke, bekannt.Blunt extensions and connections in the end wood area resp. In the fiber direction of wood rods of any cross-sectional dimension, as they occur, for example, in space frameworks, could previously be performed only with great effort. Therefore, node connections of wooden bars for trusses, especially for space frameworks, are known.
Die
Der Nachteil an dieser Knotenpunktverbindung besteht nun darin, dass sie durch die aufwändige Einbauart des Metalldübels in die längsgeteilten Holzstäbe und das Halteglied sowie weitere Einzelteile sehr kostspielig und arbeitsintensiv ist.The disadvantage of this junction connection is that it is very costly and labor intensive due to the complex installation of the metal dowel in the longitudinally divided wooden rods and the holding member and other items.
Eine weitere zu Knotenpunktverbindungen von Holzstäben für Fachwerke, insbesondere Raumfachwerke führende Bauart beschreibt die
Der Schwachpunkt dieser Ausführung ist die schlechte Eignung zur Uebertragung von Zugkräften sowie die komplexe Form der Halteglieder, was eine aufwändige Herstellung bedingt. Dadurch, dass für die unterschiedlichen Holzstabquerschitte jeweils ein anderes, dem Holzstabquerschnitt entsprechendes Halteglied zum Einsatz kommt, entstehen eine grosse Variantenvielfalt und entsprechend hohe Herstellkosten.The weak point of this design is the poor suitability for the transmission of tensile forces and the complex shape of the holding members, which requires a complex production. The fact that for the different Holzstabquerschitte each other, the wooden stick cross-section corresponding holding member is used, a large variety of variants and correspondingly high production costs arise.
Es ist Aufgabe der vorliegenden Erfindung, eine Vorrichtung der eingangs beschriebenen Art zu schaffen, die weniger und einfachere Einzelteile erfordert, beim Aufbau eines Raumfachwerks einen geringeren Aufwand benötigt und eine grössere Stabilität der Raumfachwerke bietet.It is an object of the present invention to provide a device of the type described above To create a type that requires fewer and simpler items, requires less effort in building a space framework and provides greater stability of the space frameworks.
Die Erfindung geht zur Lösung der Aufgabe einen neuen Weg, indem das Knotenelement mit einem gewölbeartigen resp. selbsttragenden Boden ausgebildet ist und an der Aussenseite den Holzstäben zugewandt, recht- oder spitzwinklig zu deren Längserstreckung entgegenstehende Anstellflächen aufweist, und durch an den von den Stirnflächen der Holzstäbe resp. den Anstellflächen abgewandten rückwärtigen Seite den gewölbeartigen Boden von innen nach aussen durchsetzende, in den Holzstäben etwa entlang deren Längserstreckung verlaufend verschraubte Verbindungselemente ausgebildet ist.The invention is to solve the problem a new way by the node element with a vault-like resp. self-supporting floor is formed and facing the wooden bars on the outside, at right angles or at an acute angle to their longitudinal extent opposing Anstellflächen, and by at the end faces of the wooden rods, respectively. the rear surfaces facing away from the Anstellflächen the vault-like bottom from the inside to the outside passing through, in the wooden rods approximately along the longitudinal extension screwed extending fasteners is formed.
Die Formen gewölbeartigr resp. selbsttragender Böden liegen zwischen dem ebenen Boden, einem kegeligen oder pyramidenförmigen Boden und dem Halbkugelboden als Grenzfälle. Torisphärische Böden setzen sich aus einer Kugelkalotte und einer Krempe unterschiedlicher Radien zusammen.The forms gewölbeartigr resp. self-supporting soils lie between the flat bottom, a conical or pyramidal bottom and the hemisphere bottom as borderline cases. Torispheric floors are composed of a spherical cap and a brim of different radii.
Die Vorrichtung eignet sich ganz besonders beim Bau von Wand-, Decken-, Dach-und/oder Bodenelementen mit einer statischen Struktur von geringem Holzanteil. Diese Bauelemente werden vorzugsweise vorfabriziert und für den Wohnungs-, Gewerbe-, Kultur- und/oder Industriebau verwendet.The device is particularly suitable for the construction of wall, ceiling, roof and / or floor elements with a static structure of low wood content. These components are preferably prefabricated and used for residential, commercial, cultural and / or industrial construction.
Sie bewähren sich für eine Modulbauweise und begünstigen eine Ausdämmung zwischen zwei Platten mit Isolations- oder Schallschutzmaterial, beispielsweise durch Ausflocken.They prove themselves for a modular design and favor insulation between two panels with insulation or sound insulation material, for example by flocculation.
Die Vorrichtung vermittelt den Bauelementen eine hohe Stabilität und gute Festigkeit durch einen hohen statischen Ausnutzungsgrad.The device gives the components a high stability and good strength due to a high degree of static utilization.
Für das verdeckte Verlegen von elektrischen und sanitären Leitungen bietet die Vorrichtung zwischen zwei Platten eine vorzügliche Zugänglichkeit zur Leitungsführung und -befestigung.For covert laying of electrical and sanitary pipes offers the device between two panels excellent accessibility for routing and fastening.
Es wird eine mehrdimensionale, flächige wie auch räumliche Lastabtragung an der Konstruktion erreicht.It is achieved a multi-dimensional, areal as well as spatial load transfer on the construction.
Eine Anwendung der Vorrichtung zur gegenseitigen steifen Verbindung zweier Platten zu Bauelementen erweist sich insbesondere beim Bau von Gebäuden resp. im Hochbau als vorteilhaft.An application of the device for mutually rigid connection of two plates to components proves particular in the construction of buildings resp. in building construction as advantageous.
Nachfolgend wird die Erfindung unter Bezugnahme auf den zitierten resp. den zitierenden Stand der Technik und die Zeichnung, auf die bezüglich aller in der Beschreibung nicht näher erwähnten Einzelheiten verwiesen wird, anhand eines Ausführungsbeispiels erläutert. In der Zeichnung zeigen:
-
Fig. 1 eine räumliche Darstellung einer mit einem Grundelement versehenen erfindungsgemässen Vorrichtung, -
Fig. 2 einen Querschnitt durch die inFig. 1 dargestellte Vorrichtung, -
Fig. 3 eine räumliche Darstellung einer in eine Platte eingelassenen erfindungsgemässen Vorrichtungsvariante, -
Fig. 4 einen Querschnitt durch die inFig. 3 dargestellte Vorrichtungsvariante, -
Fig. 5 eine räumliche Darstellung einer in ein Grundelement eingebaute weitere erfindungsgemässe Vorrichtungsvariante, -
Fig. 6 eine räumliche Darstellung des in der weiteren Vorrichtungsvariante nachFig. 5 gezeigten Grundelementes, -
Fig. 7 einen Querschnitt durch die inFig. 5 dargestellte weitere Vorrichtungsvariante, -
Fig. 8 eine räumliche Darstellung einer Ausführung der Vorrichtung mit zwei Knotenelementen, -
Fig. 9 einen Querschnitt durch die inFig. 8 dargestellte Ausführung -
Fig. 10 eine räumliche Darstellung einer aus zwei vereinten Böden gebildete Ausführung der Vorrichtung, -
Fig. 11 einen Querschnitt durch die inFig. 10 dargestellte Ausführung der Vorrichtung, -
Fig. 12 einen Querschnitt durch eine weitere aus zwei vereinten Böden gebildete Ausführung der Vorrichtung, -
Fig. 13 einen Querschnitt durch eine Fassadenaufhängung der Vorrichtung und -
Fig. 14 einen Querschnitt durch eine weitere Fassadenaufhängung der Vorrichtung, -
Fig. 15 einen Querschnitt einer gegenüber denFig. 1 bis 7 alternativen Ausführungsform der Vorrichtung, -
Fig. 16 einen Querschnitt einer, insbesondere gegenüberFig. 15 alternativen Ausführungsform der Vorrichtung und -
Fig. 17 eine räumliche Darstellung einer Anwendung der erfindungsgemässen Vorrichtung an einem Bauelement, das aus einer Vielzahl zwischen zwei Platten zu Knotenpunkten verbundener Vorrichtungen besteht.
-
Fig. 1 a spatial representation of a device provided with a basic element according to the invention, -
Fig. 2 a cross section through the inFig. 1 illustrated device, -
Fig. 3 a spatial representation of a recessed in a plate inventive device variant, -
Fig. 4 a cross section through the inFig. 3 illustrated device variant, -
Fig. 5 a spatial representation of a built-in a basic element further inventive device variant, -
Fig. 6 a spatial representation of the in the further device variant according toFig. 5 shown basic element, -
Fig. 7 a cross section through the inFig. 5 illustrated further device variant, -
Fig. 8 a spatial representation of an embodiment of the device with two node elements, -
Fig. 9 a cross section through the inFig. 8 illustrated embodiment -
Fig. 10 a spatial representation of an embodiment of the device formed from two unified bottoms, -
Fig. 11 a cross section through the inFig. 10 illustrated embodiment of the device, -
Fig. 12 a cross-section through another embodiment of the device formed from two unified bottoms, -
Fig. 13 a cross-section through a facade suspension of the device and -
Fig. 14 a cross section through a further facade suspension of the device, -
Fig. 15 a cross section of one opposite theFig. 1 to 7 alternative embodiment of the device, -
Fig. 16 a cross section of, in particular oppositeFig. 15 alternative embodiment of the device and -
Fig. 17 a spatial representation of an application of the inventive device to a device consisting of a plurality between two plates to nodes of connected devices.
In den
Eine weitere Variante zur Ausführung einer Vorrichtung 1 für Knotenpunktverbindungen ist in den
Sowohl die Vorrichtung nach
In den
In den
In
Claims (14)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10405063A EP2369074A1 (en) | 2010-03-25 | 2010-03-25 | Device for creating a node connection |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10405063A EP2369074A1 (en) | 2010-03-25 | 2010-03-25 | Device for creating a node connection |
Publications (1)
Publication Number | Publication Date |
---|---|
EP2369074A1 true EP2369074A1 (en) | 2011-09-28 |
Family
ID=42984035
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10405063A Withdrawn EP2369074A1 (en) | 2010-03-25 | 2010-03-25 | Device for creating a node connection |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP2369074A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021084565A1 (en) * | 2019-10-29 | 2021-05-06 | Poggiani Anna | Reticular structure |
CN113175078A (en) * | 2021-04-21 | 2021-07-27 | 哈尔滨工业大学 | Novel assembled buckling restrained brace steel frame structure rotates connected node unit |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3026689A1 (en) | 1980-07-15 | 1982-02-04 | Mero-Raumstruktur GmbH & Co Würzburg, 8700 Würzburg | NODE POINT CONNECTION FOR WOODEN RODS OF SPECIALTIES, IN PARTICULAR SPACE SPECIALTIES |
DE3133946A1 (en) * | 1981-08-27 | 1983-03-24 | Siegfried Ing. Möbius (grad.), 8000 München | Load-bearing structure |
EP0159452A1 (en) * | 1984-04-16 | 1985-10-30 | Geilinger AG | Connection nodes for wooden shores of frameworks |
-
2010
- 2010-03-25 EP EP10405063A patent/EP2369074A1/en not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3026689A1 (en) | 1980-07-15 | 1982-02-04 | Mero-Raumstruktur GmbH & Co Würzburg, 8700 Würzburg | NODE POINT CONNECTION FOR WOODEN RODS OF SPECIALTIES, IN PARTICULAR SPACE SPECIALTIES |
DE3133946A1 (en) * | 1981-08-27 | 1983-03-24 | Siegfried Ing. Möbius (grad.), 8000 München | Load-bearing structure |
EP0159452A1 (en) * | 1984-04-16 | 1985-10-30 | Geilinger AG | Connection nodes for wooden shores of frameworks |
EP0159452B1 (en) | 1984-04-16 | 1987-03-11 | Geilinger AG | Connection nodes for wooden shores of frameworks |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021084565A1 (en) * | 2019-10-29 | 2021-05-06 | Poggiani Anna | Reticular structure |
CN113175078A (en) * | 2021-04-21 | 2021-07-27 | 哈尔滨工业大学 | Novel assembled buckling restrained brace steel frame structure rotates connected node unit |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE3303190C2 (en) | Kit for creating mobile structures, in particular for trade fair and exhibition structures | |
DE2243102C3 (en) | Subfloor composed of panels, elevated on a solid raw floor with height-adjustable support devices | |
EP2722466A1 (en) | Composite system for reinforcing building elements | |
DE102018131066A1 (en) | Reinforcement, concrete element, module connection, module block and building | |
EP2369074A1 (en) | Device for creating a node connection | |
WO2014053070A1 (en) | Construction kit for forming a support structure | |
AT521250B1 (en) | CONSTRUCTION, CONSISTING OF MODULAR COMPOSIBLE COMPONENTS | |
DE19649388A1 (en) | Steel connecting system for horizontal and vertical supports | |
DE102019133999A1 (en) | Arrangement for connecting a structural part to an outer part located in front of the structural part | |
DE9409626U1 (en) | Balcony construction | |
DE202007011041U1 (en) | Lost formwork body | |
EP1736606B1 (en) | Rigid or articulated and pluggable connection for structural elements | |
DE102013002104A1 (en) | Supporting structure made of wood with a first rod-shaped or planar support element and at least one second rod-shaped or sheet-like support element | |
EP3137698B1 (en) | Building or construction and method for production thereof | |
AT12713U1 (en) | BLOCK | |
DE102016210575B4 (en) | Industrial prefabricated building module with non-positive coupling between wall element and floor or ceiling slab | |
DE102010008668A1 (en) | Connection system for modular connection of e.g. timber beam for forming support structure, during facade construction in timber building, has stop element lying against upper edge of connector in connected state | |
DE20312406U1 (en) | Modular steel framework building system has two outer frames linked by cross members with end wedges locating onto corresponding sockets on the side frame vertical struts | |
AT263296B (en) | Device for tensioning a partition wall composed of plate-shaped wall elements between the ceiling and floor of a room | |
DE102005040388A1 (en) | Wood and/or concrete carrying parts connection for e.g. timber panel construction, has dimensionally stable connection base inserted into sealing compound e.g. concrete, where base is made from wood, plastic and/or metal | |
EP3492665A1 (en) | Finished concrete part with at least one load-absorbing component and connection plate for assembly in the gap between same and load-absorbing component | |
EP0657593A2 (en) | Connecting system | |
AT525256B1 (en) | Building block system for the manufacture of modular structures | |
DE102009011707A1 (en) | Modular shelf system for presentation of object, has holding rod inserted in borehole of columnar elements with clearance, and including ends with thread for screw connection with axial subsequent additional holding rod and/or shelf plates | |
DE102017113047B4 (en) | Anchoring device for attaching a side bracket of a support beam |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA ME RS |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20120329 |