EP2318607B1 - Single surface structure - Google Patents
Single surface structure Download PDFInfo
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- EP2318607B1 EP2318607B1 EP08784931.1A EP08784931A EP2318607B1 EP 2318607 B1 EP2318607 B1 EP 2318607B1 EP 08784931 A EP08784931 A EP 08784931A EP 2318607 B1 EP2318607 B1 EP 2318607B1
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- node
- arms
- bars
- bearing structure
- structure according
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Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
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- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame
- E04B2001/3241—Frame connection details
- E04B2001/3247—Nodes
Definitions
- the invention relates to a single-shell tensile structure with the features of claim 1 for surface elements for forming a roof or facade surface of a building.
- the tensile structure comprises rods and at least one node.
- the node comprises a central body on which at least three arms are formed. The free end faces of the arms are designed for attachment, in particular fastening, of the rods via their respective end face.
- Such nodes are also referred to as star nodes.
- the tensile structure can also be referred to as a surface support structure, the end face of the rods as a longitudinal end.
- the surface elements may be, for example, covering elements or roof elements for roof structures or facade elements or wall elements for wall structures. This can be considered glass panes as well as metal elements or surface elements made of other materials, such as plastic.
- Single-shell tensile structures are used, for example, in construction in various designs. Frequently, in this way, lightweight structures for roofs or facades created, for example, of halls.
- Single-shell tensile structures have a relatively small extent perpendicular to the structural plane in comparison to space frameworks.
- the desired shape is formed grid-like in the supporting structure only in the plane of the structure (in contrast to the three-dimensional lattice structure of a space framework), i. in two dimensions, wherein the support plane itself may also be curved, may have mutually inclined portions, or may otherwise be formed in three-dimensional space.
- the structure of the grid is made by bars, which are connected to each other via nodes.
- the surface elements are placed at their edges on the bars and nodes via seals and fastened.
- the bars and nodes are loaded in a tensile structure with strong bending moments. Due to the higher bending load, the connection between bars and nodes in a single-shell tensile structure usually can not be approximately punctiform as in space frameworks, but must be carried out flat. Here, at least a substantial part of the contact surface between the rod and node should be arranged perpendicular to the plane of the surface structure in order to transmit the bending moments occurring between rod and node can. The design of the bars and nodes themselves must be adapted to the necessary recording and transmission of bending moments.
- the present invention has for its object to provide a new single-shell tensile structure of the aforementioned type, in which the above-described disadvantages of the prior art are avoided.
- the nodes required for the tensile structure should be inexpensive to produce with little manpower, the nodes should have less welds compared to the prior art.
- a corresponding node and a manufacturing method for this node should also be specified.
- the invention provides that the at least one node (star node) of the tensile structure is made in one piece, i. from scratch, is made. The knot is thus not welded together from numerous individual parts, but made from a workpiece. This allows a cost-effective production without welding of individual parts.
- the free end faces of the arms are curved or curved, in particular concave or convex or spherical, formed.
- the respective associated end faces of the bars is then hereby positively correspondingly also curved or arched, in particular concave or convex or spherical, formed. This allows small angular errors between the parts of the surface structure be compensated.
- the radii of curvature of the end faces should in this case be constant in each case and correspond to one another on corresponding end faces.
- the knot is made by machining from the solid.
- the knot is milled from the solid, for example on an automatic working Milling machine.
- Milling from the solid has the advantages over flame cutting from the solid that the surface does not harden, that all angles are possible, and that everything can be done on one machine, including making an engraving on the node to identify the component.
- the knot may for example consist of steel, stainless steel, aluminum or other metals.
- the workpiece from which the knot is made in one piece may also be a cast steel or forged part shaped specifically with respect to the later node shape.
- the arms of the node are inclined and / or rotated relative to one another in such a way that the node defines the orientation of the rods attached to the node and thus the geometry of the surface structure in the region of the node.
- the arms of the star node the number of which may be arbitrary and may also differ at different star nodes of a surface structure, are arranged around a center and can have all horizontal, vertical and / or rotational angles to one another.
- the free end faces of the arms correspond with the respective associated end faces of the bars with respect to their shape, for accurately fitting attachment of the bars to the node.
- the free end faces of the arms may have one or more cutouts in the front side center and / or on or around the front side edge, which correspond to one or more corresponding elevations of the associated end face of the respective bar.
- the arms of the node are formed with a rectangular cross-section.
- the arms should have an upper side, a lower side opposite the upper side and two sides facing the other arms between the upper side and the lower side, the upper side and / or lower side of the respective arm being designed to arrange a planar element.
- the tops of the arms may be formed flat.
- the respective upper side is to be aligned at least in the region towards the free arm side in accordance with the inclination of the surface element attached or attached thereto and thus in accordance with the inclination or curvature of the roof or facade surface formed or to be formed from the surface elements in the region of the respective node.
- the undersides of the arms may be formed flat.
- the respective underside should be oriented at least in the region towards the free arm side in accordance with the inclination of the surface element attached or to be attached thereto and thus in accordance with the inclination or curvature of the roof or facade surface formed or to be formed from the surface elements in the area of the respective knot.
- the underside of the arms is designed according to the intended inclination or curvature of the surface elements to be attached, ie that of the surface support structure To be supported roof or facade surface may also be attached to the underside of the support structure.
- both a sole attachment to the bottom as well as a formation of two surfaces, at the top and at the bottom of the support structure possible.
- the variant can also be provided to form the surface only at the top of the support structure.
- the node and / or the bars of the surface structure have recesses and / or holes for weight saving.
- the rods of the surface structure are preferably straight, in particular as straight connecting rods between two nodes.
- the rods may be, for example, hollow profiles or other profiles or weldments made of individual parts.
- it can be provided in the tensile structure that two nodes (or even several nodes) are arranged one above the other, ie.
- Each rod is then attached to at least one end face on at least two arms, namely one arm each of the nodes arranged one above the other.
- the nodes arranged one above the other can hereby be connected to one another, for example welded or fastened to one another via fastening means.
- the bars may for example consist of or comprise aluminum or steel, in particular stainless steel or hot-dip galvanized steel or stainless steel. They may also consist of fiber composite material, for example made of carbon fiber reinforced plastics (also: CFRP) and / or glass fiber reinforced plastics (also: GRP), or include these.
- CFRP carbon fiber reinforced plastics
- GRP glass fiber reinforced plastics
- the knot and the bars of the tensile structure can be welded together. However, it may alternatively or additionally be provided that they are connected to one another via fastening devices.
- the free end faces of the arms and the respective end faces of the rods associated therewith can have mutually corresponding fastening devices for attaching the rods to the node. Suitable for this example, tapped holes and / or through holes and / or slots. Corresponding bolts or screws can then be inserted through the through holes or slots and screwed into the threaded holes.
- the individual parts of the surface structure in particular the individual bars and nodes, are usually intended for exactly one position in the structure in complex constructed and shaped structures. It therefore makes sense to reliably provide the individual parts, and thus also the nodes, with a clear identification in order to enable or simplify a correct component assignment on site and thus to ensure a correct installation of the parts at the desired position on site.
- a development of the method therefore provides an engraving for identification of the node already during milling from the solid mitzufräsen. It thus eliminates an additional step and the associated additional sources of error.
- FIG. 1 to FIG. 3 show in different views ( FIG. 1 from diagonally above, FIG. 2 from diagonally below and FIG. 3 from below) an embodiment of a star node 11.
- the star node 11 is formed and intended for a single-shell tensile structure, as exemplified, albeit with a slightly different node 11, in FIG. 4 is shown with the reference numeral 10.
- These surface structures 10 include nodes 11 and rods 12 (see FIG. 4 ), they are intended for supporting surface elements for forming a roof or facade surface of a building (not shown).
- the in 1 to FIG. 3 illustrated node 11 comprises a central body 13, on which six arms 14 are formed, which are mutually rotated and inclined at different angles, ie, the arms 14 have different angles of rotation and inclinations.
- the free end faces 15 of these arms are designed and fixed for attachment or attachment of the rods 12 of the surface structure.
- an end face 16 of the respective rod 12 is applied to the corresponding free end face 15 of the knot 11 and fastened there.
- the free end faces 15 of the arms 14 form in the example shown here essentially planar contact surfaces, which are aligned perpendicular to the orientation of the respective arm 14.
- two threaded bores 25 for fixing the rods 12 by means of threaded bolts or threaded screws are provided in each case.
- the illustrated node 11 is not composed of individual parts, but consists of one piece, without welds or similar connections.
- the knot 11 is milled from the solid, it was made by means of an automatic milling machine from a workpiece.
- the arms 14 of the in 1 to FIG. 3 Knot 11 shown have a rectangular cross-section.
- the viewer is the respective O-side 19 of the arms 14 facing, in FIG. 2 and FIG. 3 the bottom 20 of the arms 14.
- Between top 19 and bottom 20 are intermediate sides 21 of the respective arms to recognize.
- the undersides 20 of the arms 14, together with the underside of the central body 13, form a lower side of the knot 11.
- tops 19 and bottoms 20 of the arms 14 are planar, i. it can be attached to the top 19 and on the bottom 20 surface elements.
- the inclination of the surfaces on top 19 and bottom 20 corresponds at least in the area to the free end face 15 of the arm 14 towards the intended inclination of the surface element to be attached thereto and thus the intended inclination or curvature of the surface elements to be formed roof or facade surface in the region of the respective node.
- FIG. 2 and FIG. 3 is a recess, concretely a receiving bore 26, centrally on the underside of the node 11 can be seen.
- this receiving bore 26 additional parts, such as seals or brackets for ropes or other items can be inserted.
- the receiving bore 26 can also be used to support the node 11.
- FIG. 2 schematically a larger recess 22 in the node 11 for weight reduction, specifically a cutout 22, indicated by dashed lines.
- This recess 22 may complement the optionally deeper receiving bore 26 on the underside of the node 11th be provided, but it can also be provided alternatively or additively at the top, or be formed continuously.
- this recess 22 may be provided for weight reduction in the region of the central body 13 and / or in the arms 14.
- FIG. 4 shows a section of an embodiment of a surface structure 10 in a plan view.
- the star node 11 the largely out of the node 1 to FIG. 3 corresponds to
- the star node 11 With its central body 12 and six arms 14.
- a rod 12 is fixed in each case via its end face 16, by means of screwing.
- the rods 12 are straight, as connecting rods between two nodes 11.
- the rods 12 are rectangular tubes.
- the rods 12 have openings 27 through which screws are inserted, with which the rods 12 are screwed to the node 11, for example by the screws over top plates 28 of the rods 12 (in FIG. 4 not shown, see FIG.
- FIG. 4 The openings 27 for inserting and tightening the screws are located in FIG. 4 on the side of the bars 12, on which the surface elements are arranged on the surface structure 10. After mounting the surface elements, the opening 27 are thus covered by the surface elements and are no longer visible, so that in total of the screw and the associated openings on the finished structure is nothing to see.
- fastening bolts 29 and retaining plates 30 for the surface elements to be applied are schematically (and only partially indicated).
- a groove 23 in the node 11 and in two bars 12, which is intended for attachment of additional parts, specifically for receiving and fixing of seals or support parts for the surface elements are schematically (and only partially indicated).
- the groove 23 may also be provided a protruding rib on which additional parts can be plugged (see 9a ).
- FIG 5a and FIG 5b show an example of the attachment of a rod 12 to the node 11 of a tensile structure.
- FIG. 5a the connection region between rod 12 and node 11 is shown in side view
- FIG. 5b the associated end face 16 of the rod 12.
- the rod 12 is a rectangular cross-section hollow profile, at the end face 16, a top plate 28 is welded.
- the welds 34 are in FIG. 5a shown.
- an elevation 18 is formed, which fits positively into a cutout 17 in the free end face 15 of the associated arm 14 of the knot 11, for accurately fitting the rod 12 at the node 11.
- This shaping of the contact areas has the advantage that significantly greater forces can be transmitted in comparison to a continuous flat connection surface.
- a screw connection is provided, ie a hexagon socket screw 37 is screwed through a hole 38 in the top plate 28 in a threaded bore 25 in the free end face 15 of the arm 14.
- a screw connection is provided, ie a hexagon socket screw 37 is screwed through a hole 38 in the top plate 28 in a threaded bore 25 in the free end face 15 of the arm 14.
- several screw connections per rod-node connection can be provided, which are arranged side by side and / or one above the other.
- FIG. 6 shows another example of the connection between rod 12 and node 11 of a tensile structure.
- the top plate 28 is slightly set back in the hollow profile of the rod 12 is welded.
- the rod 12 is in turn frictionally bolted via a plugged through a hole in the top plate 28 screw 37 with the node 11 by the screw 37 into a threaded bore 25 in the free end face 15 of the associated arm 14 of the Knot 11 is screwed.
- screw connections per rod-node connection can also be provided here, which are arranged side by side and / or one above the other.
- FIG. 7 shows a schematic side view of an embodiment of a star node 11 according to the invention, in which the screw connection between node 11 and rod 12 is made starting from the node 11.
- recesses 39 are milled into the knot, via which screws 37 can be screwed through corresponding bores 40 in the arms 14 of the knot 11 into threads in the rods 12 (not shown).
- FIG. 8 shows for the connection between rod 12 and node 11 of a tensile structure according to the invention, in which the mutually associated end faces 15, 16 of rod 12 and arm 14 of the node 11 are formed crowned, wherein the free end face 15 of the arm 14 is convex and the end face 16 of the rod 12 hereby concavely concave with respect to the shape, with at least substantially the same radius of curvature as the convex curvature.
- a reverse curvature of the two end faces 15, 16 is also possible.
- connection is, in particular, that small angular errors can be compensated between rod 12 and node 11 due to the curved connection during assembly.
- the bore 40, through which the fastening screw 37 is passed is made larger than the relevant screw diameter and / or as a slot. This is in FIG. 8 by way of example for an outgoing from the node 11 screw for the bore 40 shown in the node.
- the hole 38 should be formed in the top plate 28.
- the washers 41 used in these cases must be adapted accordingly in terms of their dimensions and / or shape.
- 9a-d show in each case in cross section through a rod 12 or an arm 14 (the arms 14 of the knot 11 and the rods 12 may be formed analogously with respect to their cross-section) variants for the already mentioned attachment of seals 32 and support members 33, for example support rubbers 33, for Surface elements on a surface structure.
- seals 32 and support members 33 for example support rubbers 33, for Surface elements on a surface structure.
- support members 33 for example support rubbers 33, for Surface elements on a surface structure.
- 9a are two parallel ribs 31 (also: webs) formed on the rod 12, on which the support member 33 is attached.
- 9b are comparable ribs 31 formed on the edge of the outside of the rod 12, also here a support member 33 is attached to the ribs 31.
- 9c two parallel grooves 23 are provided in the rod 12, are inserted into the seals 32.
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- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Description
Die Erfindung betrifft ein einschaliges Flächentragwerk mit den Merkmale des Anspruchs 1 für Flächenelemente zur Ausbildung einer Dach- oder Fassadenfläche eines Gebäudes. Das Flächentragwerk umfasst Stäbe und mindestens einen Knoten. Der Knoten umfasst einen Zentralkörper, an dem mindestens drei Arme ausgebildet sind. Die freien Stirnseiten der Arme sind zur Anbringung, insbesondere Befestigung, der Stäbe über deren jeweilige Stirnseite ausgebildet. Derartige Knoten werden auch als Sternknoten bezeichnet. Das Flächentragwerk kann auch als Flächentragkonstruktion bezeichnet werden, die Stirnseite der Stäbe als Längsende. Bei den Flächenelementen kann es sich beispielsweise um Eindeckelemente oder Dachelemente für Dachkonstruktionen oder um Fassadenelemente oder Wandelemente für Wandkonstruktionen handeln. In Betracht kommen hierfür Glasscheiben ebenso wie Metallelemente oder Flächenelemente aus anderen Materialien, beispielsweise aus Kunststoff.The invention relates to a single-shell tensile structure with the features of claim 1 for surface elements for forming a roof or facade surface of a building. The tensile structure comprises rods and at least one node. The node comprises a central body on which at least three arms are formed. The free end faces of the arms are designed for attachment, in particular fastening, of the rods via their respective end face. Such nodes are also referred to as star nodes. The tensile structure can also be referred to as a surface support structure, the end face of the rods as a longitudinal end. The surface elements may be, for example, covering elements or roof elements for roof structures or facade elements or wall elements for wall structures. This can be considered glass panes as well as metal elements or surface elements made of other materials, such as plastic.
Einschalige Flächentragwerke kommen beispielsweise im Bauwesen in vielfältigen Ausführungen zum Einsatz. Häufig werden auf diese Weise weitgespannte, leichte Tragwerke für Dächer oder Fassaden erstellt, beispielsweise von Hallen.Single-shell tensile structures are used, for example, in construction in various designs. Frequently, in this way, lightweight structures for roofs or facades created, for example, of halls.
Einschalige Flächentragwerke weisen im Vergleich zu Raumfachwerken eine verhältnismäßig geringe Ausdehnung senkrecht zur Tragwerkebene auf. Die gewünschte Form wird beim Flächentragwerk gitterartig nur in der Ebene des Tragwerks ausgebildet (im Unterschied zur dreidimensionalen Gitterstruktur eines Raumfachwerks), d.h. in zwei Dimensionen, wobei die Tragwerkebene selbst auch gewölbt sein kann, zueinander geneigte Abschnitte aufweisen kann, oder in sonstiger Weise im dreidimensionalen Raum geformt sein kann. Der Aufbau des Gitters erfolgt durch Stäbe, die über Knoten miteinander verbunden sind.Single-shell tensile structures have a relatively small extent perpendicular to the structural plane in comparison to space frameworks. The desired shape is formed grid-like in the supporting structure only in the plane of the structure (in contrast to the three-dimensional lattice structure of a space framework), i. in two dimensions, wherein the support plane itself may also be curved, may have mutually inclined portions, or may otherwise be formed in three-dimensional space. The structure of the grid is made by bars, which are connected to each other via nodes.
In der Regel werden die Flächenelemente an ihren Rändern auf den Stäben und Knoten über Dichtungen aufgelegt und befestigt.In general, the surface elements are placed at their edges on the bars and nodes via seals and fastened.
Anders als bei Raumfachwerken werden die Stäbe und Knoten in einem Flächentragwerk mit starken Biegemomenten belastet. Aufgrund der höheren Biegebelastung kann die Verbindung zwischen Stäben und Knoten bei einem einschaligen Flächentragwerk in der Regel nicht annähernd punktförmig wie bei Raumfachwerken ausfallen, sondern muss flächig ausgeführt werden. Hierbei sollte zumindest ein wesentlicher Teil der Anlagefläche zwischen Stab und Knoten senkrecht zur Ebene des Flächentragwerks angeordnet sein, um die auftretenden Biegemomente zwischen Stab und Knoten übertragen zu können. Auch die Ausführung der Stäbe und Knoten selbst muss an die notwendige Aufnahme und Übertragung der Biegemomente angepasst sein.Unlike with space frameworks, the bars and nodes are loaded in a tensile structure with strong bending moments. Due to the higher bending load, the connection between bars and nodes in a single-shell tensile structure usually can not be approximately punctiform as in space frameworks, but must be carried out flat. Here, at least a substantial part of the contact surface between the rod and node should be arranged perpendicular to the plane of the surface structure in order to transmit the bending moments occurring between rod and node can. The design of the bars and nodes themselves must be adapted to the necessary recording and transmission of bending moments.
Aus
Das Dokument
Der vorliegenden Erfindung liegt die Aufgabe zugrunde, ein neues einschaliges Flächentragwerk der vorgenannten Art bereitzustellen, bei dem die vorbeschriebenen Nachteile beim Stand der Technik vermieden werden. Insbesondere sollen die für das Flächentragwerk benötigten Knoten mit wenig Personalaufwand kostengünstig herstellbar sein, die Knoten sollen im Vergleich zum Stand der Technik weniger Schweißnähte aufweisen. Es soll auch ein entsprechender Knoten und ein Herstellungsverfahren für diesen Knoten angegeben werden.The present invention has for its object to provide a new single-shell tensile structure of the aforementioned type, in which the above-described disadvantages of the prior art are avoided. In particular, the nodes required for the tensile structure should be inexpensive to produce with little manpower, the nodes should have less welds compared to the prior art. A corresponding node and a manufacturing method for this node should also be specified.
Diese Aufgabe wird hinsichtlich des einschaligen Flächentragwerks gelöst durch die Merkmale des Anspruchs 1. Ausgestaltungen und Weiterbildungen ergeben sich aus den jeweils abhängigen Ansprüchen. Hinsichtlich eines eingangs genannten einschaligen Flächentragwerks sieht die Erfindung vor, dass der mindestens eine Knoten (Sternknoten) des Flächentragwerks aus einem Stück, d.h. aus dem Vollen, hergestellt ist. Der Knoten ist somit nicht aus zahlreichen Einzelteilen zusammengeschweißt, sondern aus einem Werkstück hergestellt. Dies ermöglicht eine kostengünstige Herstellung ohne Verschweißen von Einzelteilen.This object is achieved with respect to the single-shell structure by the features of claim 1. refinements and developments emerge from the respective dependent claims. With regard to a single-shell tensile structure mentioned at the outset, the invention provides that the at least one node (star node) of the tensile structure is made in one piece, i. from scratch, is made. The knot is thus not welded together from numerous individual parts, but made from a workpiece. This allows a cost-effective production without welding of individual parts.
Die freien Stirnseiten der Arme sind gekrümmt oder gewölbt, insbesondere konkav oder konvex oder ballig, ausgebildet. Die jeweils zugeordneten Stirnseiten der Stäbe ist dann hiermit formschlüssig korrespondierend ebenfalls gekrümmt oder gewölbt, insbesondere konkav oder konvex oder ballig, ausgebildet. Dadurch können kleine Winkelfehler zwischen den Teilen des Flächentragwerks ausgeglichen werden. Die Krümmungsradien der Stirnseiten sollten hierbei jeweils konstant sein und bei korrespondierenden Stirnseiten einander entsprechen.The free end faces of the arms are curved or curved, in particular concave or convex or spherical, formed. The respective associated end faces of the bars is then hereby positively correspondingly also curved or arched, in particular concave or convex or spherical, formed. This allows small angular errors between the parts of the surface structure be compensated. The radii of curvature of the end faces should in this case be constant in each case and correspond to one another on corresponding end faces.
Es kommt beispielsweise in Betracht, das der Knoten mittels spanender Bearbeitung aus dem Vollen hergestellt ist.For example, it is considered that the knot is made by machining from the solid.
Gemäß einer besonders bevorzugten Weiterbildung ist vorgesehen, dass der Knoten aus dem Vollen gefräst ist, beispielsweise auf einer automatisch arbeitenden Fräsmaschine. Das Fräsen aus dem Vollen hat gegenüber einen Brennschneiden aus dem Vollen die Vorteile, dass die Oberfläche nicht aufhärtet, dass sämtliche Winkel möglich sind und dass alles auf einer Maschine ausgeführt werden kann, einschließlich der Herstellung einer Gravur auf dem Knoten zur Kennzeichnung des Bauteils.According to a particularly preferred development, it is provided that the knot is milled from the solid, for example on an automatic working Milling machine. Milling from the solid has the advantages over flame cutting from the solid that the surface does not harden, that all angles are possible, and that everything can be done on one machine, including making an engraving on the node to identify the component.
Der Knoten kann beispielsweise aus Stahl, Edelstahl, Aluminium oder auch aus anderen Metallen bestehen. Das Werkstück, aus dem der Knoten aus einem Stück hergestellt wird, kann auch ein speziell im Hinblick auf die spätere Knotenform geformtes Stahlguss- oder Schmiedeteil sein.The knot may for example consist of steel, stainless steel, aluminum or other metals. The workpiece from which the knot is made in one piece may also be a cast steel or forged part shaped specifically with respect to the later node shape.
Gemäß einer Weiterbildung ist vorgesehen, das die Arme des Knotens derart zueinander geneigt und/oder gedreht sind, dass der Knoten die Ausrichtung der am Knoten angebrachten Stäbe und damit die Geometrie des Flächentragwerks im Bereich des Knotens definiert. Mit anderen Worten: Die Arme des Sternknotens, deren Anzahl beliebig sein kann und sich auch bei verschiedenen Sternknoten eines Flächentragwerks unterscheiden kann, sind um ein Zentrum angeordnet und können sämtliche horizontale, vertikale und/oder Drehwinkel zueinander aufweisen.According to a development, it is provided that the arms of the node are inclined and / or rotated relative to one another in such a way that the node defines the orientation of the rods attached to the node and thus the geometry of the surface structure in the region of the node. In other words, the arms of the star node, the number of which may be arbitrary and may also differ at different star nodes of a surface structure, are arranged around a center and can have all horizontal, vertical and / or rotational angles to one another.
Gemäß einer Weiterbildung korrespondieren die freien Stirnseiten der Arme mit den jeweils zugeordneten Stirnseiten der Stäbe hinsichtlich ihrer Formgebung, zur passgenauen Anbringung der Stäbe an den Knoten.According to a development, the free end faces of the arms correspond with the respective associated end faces of the bars with respect to their shape, for accurately fitting attachment of the bars to the node.
Die freien Stirnseiten der Arme können eine oder mehrere Ausfräsungen in der Stirnseitenmitte und/oder am oder um den Stirnseitenrand aufweisen, die mit einer oder mehreren entsprechenden Erhöhungen der zugeordneten Stirnseite des jeweiligen Stabes korrespondieren.The free end faces of the arms may have one or more cutouts in the front side center and / or on or around the front side edge, which correspond to one or more corresponding elevations of the associated end face of the respective bar.
Gemäß einer Weiterbildung des erfindungsgemäßen Flächentragwerks ist vorgesehen, dass die Arme des Knotens mit einem rechteckigen Querschnitt ausgebildet sind. Dabei sollen die Arme eine Oberseite, einer der Oberseite gegenüberliegenden Unterseite und zwischen Oberseite und Unterseite zwei den anderen Armen zu- oder abgewandte Seiten aufweisen, wobei Oberseite und/oder Unterseite des jeweiligen Armes zur Anordnung eines Flächenelements ausgebildet sind.According to a development of the surface structure according to the invention it is provided that the arms of the node are formed with a rectangular cross-section. In this case, the arms should have an upper side, a lower side opposite the upper side and two sides facing the other arms between the upper side and the lower side, the upper side and / or lower side of the respective arm being designed to arrange a planar element.
Hierbei können die Oberseiten der Arme flächig ausgebildet sein. In diesem Fall soll die jeweilige Oberseite zumindest im Bereich zur freien Armseite hin entsprechend der Neigung des daran angebrachten oder anzubringenden Flächenelements und damit entsprechend der Neigung oder Krümmung der aus den Flächenelementen gebildeten oder zu bildenden Dach- oder Fassadenfläche im Bereich des jeweiligen Knotens ausgerichtet sein.Here, the tops of the arms may be formed flat. In this case, the respective upper side is to be aligned at least in the region towards the free arm side in accordance with the inclination of the surface element attached or attached thereto and thus in accordance with the inclination or curvature of the roof or facade surface formed or to be formed from the surface elements in the region of the respective node.
Alternativ oder additiv kann auch die Unterseiten der Arme flächig ausgebildet sein. In diesem Fall soll die jeweilige Unterseite zumindest im Bereich zur freien Armseite hin entsprechend der Neigung des daran angebrachten oder anzubringenden Flächenelements und damit entsprechend der Neigung oder Krümmung der aus den Flächenelementen gebildeten oder zu bildenden Dach- oder Fassadenfläche im Bereich des jeweiligen Knotens ausgerichtet sein. Das besondere an dieser Weiterbildung ist, dass die Unterseite der Arme entsprechend der vorgesehenen Neigung bzw. Krümmung der anzubringenden Flächenelemente ausgebildet ist, d.h. die von der Flächentragkonstruktion zu tragende Dach- bzw. Fassadenfläche kann auch an der Unterseite der Tragkonstruktion angebracht sein. Hierbei ist sowohl eine alleinige Anbringung an der Unterseite als auch eine Ausbildung von zwei Flächen, an der Oberseite und an der Unterseite der Tragkonstruktion, möglich. Selbstverständlich kann auch weiterhin die Variante vorgesehen sein, die Fläche nur an der Oberseite der Tragkonstruktion auszubilden.Alternatively or additionally, the undersides of the arms may be formed flat. In this case, the respective underside should be oriented at least in the region towards the free arm side in accordance with the inclination of the surface element attached or to be attached thereto and thus in accordance with the inclination or curvature of the roof or facade surface formed or to be formed from the surface elements in the area of the respective knot. The special feature of this development is that the underside of the arms is designed according to the intended inclination or curvature of the surface elements to be attached, ie that of the surface support structure To be supported roof or facade surface may also be attached to the underside of the support structure. Here, both a sole attachment to the bottom as well as a formation of two surfaces, at the top and at the bottom of the support structure, possible. Of course, the variant can also be provided to form the surface only at the top of the support structure.
Eine Weiterbildung sieht vor, dass der Knoten und/oder die Stäbe des Flächentragwerks Ausnehmungen und/oder Löcher zur Gewichtseinsparung aufweisen. Alternativ oder additiv können am Knoten und/oder an den Stäben Ausnehmungen und/oder Löcher und/oder Nuten und/oder Stege und/oder Rippen zur Anbringung und/oder Fixierung von Zusatzteilen, beispielsweise Dichtungen und/oder Auflageteilen und/oder Auflagebändern für die anzubringenden Flächenelemente, oder zur Befestigung von Spannseilen vorgesehen sein.A further development provides that the node and / or the bars of the surface structure have recesses and / or holes for weight saving. Alternatively or additionally, at the node and / or on the rods recesses and / or holes and / or grooves and / or webs and / or ribs for attachment and / or fixation of additional parts, such as seals and / or support parts and / or support bands for the be attached surface elements, or provided for the attachment of tension cables.
Die Stäbe des Flächentragwerks sind vorzugsweise gerade ausgebildet, insbesondere als gerade Verbindungsstäbe zwischen zwei Knoten. Bei den Stäben kann es sich beispielsweise um Hohlprofile oder sonstige Profile oder um Schweißkonstruktionen aus Einzelteilen handeln. Bei hohen Profilen kann im Flächentragwerk vorgesehen sein, dass zwei Knoten (oder auch mehrere Knoten) übereinander angeordnet sind, d.h. jeder Stab ist dann an zumindest einer Stirnseite an mindestens zwei Armen, nämlich je einem Arm der übereinander angeordneten Knoten, angebracht. Die übereinander angeordneten Knoten können hierbei miteinander verbunden sein, beispielsweise verschweißt oder über Befestigungsmittel aneinander befestigt.The rods of the surface structure are preferably straight, in particular as straight connecting rods between two nodes. The rods may be, for example, hollow profiles or other profiles or weldments made of individual parts. In the case of high profiles, it can be provided in the tensile structure that two nodes (or even several nodes) are arranged one above the other, ie. Each rod is then attached to at least one end face on at least two arms, namely one arm each of the nodes arranged one above the other. The nodes arranged one above the other can hereby be connected to one another, for example welded or fastened to one another via fastening means.
Die Stäbe können beispielsweise aus Aluminium oder Stahl, insbesondere Edelstahl oder feuerverzinktem Stahl oder rostfreiem Stahl, bestehen bzw. diese Materialien umfassen. Sie können ferner auch aus Faserverbundwerkstoff, beispielsweise aus kohlenstofffaserverstärkten Kunststoffen (auch: CFK) und/oder aus glasfaserverstärkten Kunststoffen (auch: GFK), bestehen bzw. diese umfassen.The bars may for example consist of or comprise aluminum or steel, in particular stainless steel or hot-dip galvanized steel or stainless steel. They may also consist of fiber composite material, for example made of carbon fiber reinforced plastics (also: CFRP) and / or glass fiber reinforced plastics (also: GRP), or include these.
Der Knoten und die Stäbe des Flächentragwerks können miteinander verschweißt sein. Es kann aber alternativ oder additiv auch vorgesehen sein, dass sie über Befestigungseinrichtungen miteinander verbunden sind. Beispielsweise können die freien Stirnseiten der Arme und die diesen jeweils zugeordneten Stirnseiten der Stäbe miteinander korrespondierende Befestigungseinrichtungen zur Anbringung der Stäbe am Knoten aufweisen. In Betracht kommen hierfür beispielsweise Gewindebohrungen und/oder Durchgangsbohrungen und/oder Langlöcher. Entsprechende Bolzen oder Schrauben können dann durch die Durchgangsbohrungen bzw. Langlöcher gesteckt und in die Gewindebohrungen eingedreht werden.The knot and the bars of the tensile structure can be welded together. However, it may alternatively or additionally be provided that they are connected to one another via fastening devices. For example, the free end faces of the arms and the respective end faces of the rods associated therewith can have mutually corresponding fastening devices for attaching the rods to the node. Suitable for this example, tapped holes and / or through holes and / or slots. Corresponding bolts or screws can then be inserted through the through holes or slots and screwed into the threaded holes.
Die einzelnen Teile des Flächentragwerks, insbesondere die einzelnen Stäbe und Knoten, sind bei komplex aufgebauten und geformten Tragwerken in der Regel für genau eine Position im Tragwerk bestimmt. Es ist daher sinnvoll, die einzelnen Teile, und damit auch die Knoten, zuverlässig mit einer eindeutigen Kennzeichnung zu versehen, um eine korrekte Bauteilzuordnung vor Ort zu ermöglichen bzw. zu vereinfachen und damit einen korrekten Einbau der Teile an der gewünschten Position vor Ort sicherzustellen. Eine Weiterbildung des Verfahrens sieht daher vor, eine Gravur zur Kennzeichnung des Knotens bereits beim Fräsen aus dem Vollen mitzufräsen. Es entfallen somit ein zusätzlicher Arbeitsschritt und die damit verbundenen zusätzlichen Fehlerquellen.The individual parts of the surface structure, in particular the individual bars and nodes, are usually intended for exactly one position in the structure in complex constructed and shaped structures. It therefore makes sense to reliably provide the individual parts, and thus also the nodes, with a clear identification in order to enable or simplify a correct component assignment on site and thus to ensure a correct installation of the parts at the desired position on site. A development of the method therefore provides an engraving for identification of the node already during milling from the solid mitzufräsen. It thus eliminates an additional step and the associated additional sources of error.
Die Erfindung wird nachstehend anhand der Beschreibung von Ausführungsbeispielen und unter Bezugnahme auf die beiliegenden schematischen Zeichnungen näher erläutert. Es zeigen:
- FIG 1
- eine dreidimensionale Darstellung eines Ausführungsbeispiels eines Sternknotens in einer Ansicht von schräg oben,
- FIG 2
- den Sternknoten nach
FIG 1 in einer dreidimensionalen Ansicht von schräg unten, - FIG 3
- den Sternknoten nach
FIG1 in einer dreidimensionalen Ansicht von unten, - FIG 4
- ein Ausführungsbeispiel eines Flächentragwerks in einer Draufsicht,
- FIG 5a
- ein Beispiel für die Anbindung zwischen Stab und Knoten eines erfindungsgemäßen Flächentragwerks,
- FIG 5b
- die Ausbildung der Stirnseite des Stabes für die Anbindung gemäß
FIG 5a , - FIG 6
- ein weiteres Beispiel für die Anbindung zwischen Stab und Knoten eines Flächentragwerks,
- FIG 7
- in Seitenansicht ein Ausführungsbeispiel eines Sternknotens,
- FIG 8
- ein weiteres Beispiel für die Anbindung zwischen Stab und Knoten eines erfindungsgemäßen Flächentragwerks, und
- FIG 9a-d
- jeweils im Querschnitt durch einen Stab oder Arm des Knotens Ausführungsvarianten für die Anbringung von Dichtungen und Auflagegummis für die Flächenelemente an einem Flächentragwerk.
- FIG. 1
- a three-dimensional representation of an embodiment of a star node in a view obliquely from above
- FIG. 2
- after the star node
FIG. 1 in a three-dimensional view from diagonally below, - FIG. 3
- after the star node
FIG1 in a three-dimensional view from below, - FIG. 4
- an embodiment of a surface structure in a plan view,
- FIG. 5a
- an example of the connection between rod and node of a surface structure according to the invention,
- FIG. 5b
- the formation of the end face of the rod for the connection according to
FIG. 5a . - FIG. 6
- another example of the connection between bar and knot of a tensile structure,
- FIG. 7
- in side view an embodiment of a star node,
- FIG. 8
- a further example of the connection between the rod and nodes of a surface structure according to the invention, and
- 9a-d
- in each case in cross section through a rod or arm of the node variant embodiments for the attachment of seals and support rubbers for the surface elements on a surface structure.
Einander entsprechende Teile und Komponenten sind in den Figuren mit den gleichen Bezugszeichen bezeichnet.
Der in
Aus
Die Arme 14 des in
Die Oberseiten 19 und die Unterseiten 20 der Arme 14 sind flächig ausgebildet, d.h. es können an der Oberseite 19 und an der Unterseite 20 Flächenelemente angebracht werden. Die Neigung der Flächen an Oberseite 19 und Unterseite 20 entspricht zumindest im Bereich zur freien Stirnseite 15 des Armes 14 hin der vorgesehenen Neigung des daran anzubringenden Flächenelements und damit der vorgesehenen Neigung oder Krümmung der aus den Flächenelementen zu bildenden Dach- oder Fassadenfläche im Bereich des jeweiligen Knotens.The tops 19 and
In
Weitere Ausnehmungen, Löcher, Nuten und Stege zur Anbringung von Zusatzteilen wie Dichtungsbändern, Auflageteilen oder Auflagebändern oder zur Befestigung von Spannseilen sind in
Die Öffnungen 27 zum Einbringen und Festdrehen der Schrauben befinden sich in
The
In
In
Um einen formschlüssigen Anschluss zu erhalten, könnte im Beispiel nach
Der Vorteil dieser Ausbildung der Anbindung liegt insbesondere darin, dass sich kleine Winkelfehler zwischen Stab 12 und Knoten 11 aufgrund der gewölbten Anbindung bei der Montage ausgleichen lassen. Hierzu muss ergänzend noch vorgesehen werden, dass die Bohrung 40, durch die die Befestigungsschraube 37 hindurchgeführt wird, größer als der relevante Schraubendurchmesser und/oder als Langloch ausgeführt ist. Dies ist in
- 1010
- FlächentragwerkTensile structure
- 1111
- Knoten, SternknotenNode, star node
- 1212
- StabRod
- 1313
-
Zentralkörper des Knotens 11Central body of the
node 11 - 1414
-
Arm des Knotens 11Arm of the
knot 11 - 1515
-
freie Stirnseite der Arme 14 des Knotens 11free end of the
knot 11arms 14 - 1616
-
Stirnseite des Stabes 12Front side of the
bar 12 - 1717
- Ausfräsungcountersink
- 1818
- Erhöhungincrease
- 1919
-
Oberseite des Armes 14 des Knotens 11Top of the
arm 14 of thenode 11 - 2020
-
Unterseite des Armes 14 des Knotens 11Bottom of the
arm 14 of theknot 11 - 2121
-
Zwischenseiten des Armes 14 des Knotens 11Intermediate sides of the
arm 14 of thenode 11 - 2222
-
Ausnehmung im Knoten 11 zur GewichtseinsparungRecess in
node 11 to save weight - 2323
- Nut zur Anbringung von ZusatzteilenGroove for attaching additional parts
- 2525
- Gewindebohrungthreaded hole
- 2626
- Aufnahmebohrunglocation hole
- 2727
-
Öffnung im Stab 12Opening in the
bar 12 - 2828
- Kopfplatteheadstock
- 2929
- Befestigungsbolzenmounting bolts
- 3030
- Haltebleche für FlächenelementeHolding plates for surface elements
- 3131
- Rippe zur Anbringung von ZusatzteilenRib for attachment of additional parts
- 3232
- Dichtungpoetry
- 3333
- Auflageteil, AuflagegummiSupport part, support rubber
- 3434
- SchweißnahtWeld
- 3737
- Schraube, BefestigungsschraubeScrew, fixing screw
- 3838
-
Loch in der Kopfplatte 28Hole in the
top plate 28 - 3939
-
Ausnehmung im Knoten 11Recess in the
node 11 - 4040
-
Bohrung im Knoten 11Bore in
node 11 - 4141
- Unterlegscheibewasher
Claims (12)
- Single-shell plane load-bearing structure (10) for surface elements for forming a roof or façade surface of a building, comprising bars (12) and at least one node (11), in particular a star node,
wherein the node (11) comprises a central body (13) on which at least three arms (14) are formed,
wherein the free end faces (15) of the arms (14) are designed for mounting the bars via the respective end face (16) of the latter, wherein the node (11) is produced from one piece,
characterized in that
the free end faces (15) of the arms (14) are designed to be curved or arched, in particular to be concave or convex or crowned, and the respectively assigned end faces (16) of the bars (12) are likewise designed to be curved or arched so as to correspond positively therewith. - Plane load-bearing structure according to Claim 1,
characterized in that
the node (11) is produced by means of machining from a solid block. - Plane load-bearing structure according to one of the preceding claims,
characterized in that
the node (11) is milled from a solid block. - Plane load-bearing structure according to one of the preceding claims,
characterized in that
the arms (14) of the node (11) are inclined and/or rotated with respect to one another in such a way that the node (11) defines the orientation of the bars (12) mounted on the node (11) and thus the geometry of the plane load-bearing structure (10) in the region of the node (11). - Plane load-bearing structure according to one of the preceding claims,
characterized in that
the free end faces (15) of the arms (14) correspond with the respectively assigned end faces (16) of the bars (12) in terms of their shaping so as to allow the bars (12) to be mounted on the node (11) in an accurately fitting manner. - Plane load-bearing structure according to one of the preceding claims,
characterized in that
the free end faces (15) of the arms (14) have one or more milled-out portions (17) in the end face centre and/or on or around the end face edge, which milled-out portions correspond with one or more corresponding elevations (18) of the assigned end face (16) of the respective bar (15). - Plane load-bearing structure according to one of the preceding claims,
characterized in that
the arms (14) are formed with a rectangular cross section and have an upper side (19), an underside (20) opposite the upper side (19), and, between the upper side (19) and underside (20), two sides (21) which are directed towards or away from the other arms, wherein the upper side (19) and/or underside (20) of the respective arm (14) are/is designed for arranging a surface element. - Plane load-bearing structure according to Claim 7,
characterized in that
the upper sides (19) of the arms (14) are designed to be flat, wherein the respective upper side (19) is oriented, at least in the region towards the free arm side (15), in a corresponding manner to the inclination of the surface element mounted or to be mounted thereon and thus in a corresponding manner to the inclination or curvature of the roof or façade surface, which is formed or is to be formed from the surface elements, in the region of the respective node (11). - Plane load-bearing structure according to Claim 7 or 8,
characterized in that
the undersides (20) of the arms (14) are designed to be flat, wherein the respective underside (20) is oriented, at least in the region towards the free arm side (15), in a corresponding manner to the inclination of the surface element mounted or to be mounted thereon and thus in a corresponding manner to the inclination or curvature of the roof or façade surface, which is formed or is to be formed from the surface elements, in the region of the respective node (11). - Plane load-bearing structure according to one of the preceding claims,
characterized in that
the node (11) and/or the bars (12) have/has cutouts (22) and/or holes for weight saving, and/or cutouts and/or holes and/or grooves (23) and/or webs and/or ribs (31) for mounting and/or fixing additional parts, in particular seals (32) and/or support parts (33) and/or support bands, or for fastening tensioning cables. - Plane load-bearing structure according to one of the preceding claims,
characterized in that
the bars (12) are designed to be rectilinear, in particular being rectilinear connecting bars between two nodes (11). - Plane load-bearing structure according to one of the preceding claims,
characterized in that
the free end faces (15) of the arms (14) and the end faces (16) of the bars (12) respectively assigned thereto have mutually corresponding fastening devices (37, 25) for mounting the bars (12) on the node (11), in particular threaded bores (25) and/or through-bores (38, 49) and/or oblong holes.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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PCT/EP2008/005966 WO2010009741A1 (en) | 2008-07-21 | 2008-07-21 | Single surface structure, node for a single surface structure, and method for producing such a node |
Publications (2)
Publication Number | Publication Date |
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EP2318607A1 EP2318607A1 (en) | 2011-05-11 |
EP2318607B1 true EP2318607B1 (en) | 2016-09-07 |
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Application Number | Title | Priority Date | Filing Date |
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EP08784931.1A Active EP2318607B1 (en) | 2008-07-21 | 2008-07-21 | Single surface structure |
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EP (1) | EP2318607B1 (en) |
WO (1) | WO2010009741A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106760555A (en) * | 2016-12-02 | 2017-05-31 | 中国建筑第八工程局有限公司 | A kind of construction method of installation of meter of byte point and radiation beam |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202017103789U1 (en) | 2017-06-26 | 2018-06-27 | Günther Tröster e.K. | Supporting structure, in particular space framework or tensile structure |
CN213087032U (en) | 2017-06-26 | 2021-04-30 | 昆特图斯特公司 | Support structure, in particular space truss structure or planar support structure |
ES2850850T3 (en) * | 2018-02-19 | 2021-09-01 | Lanik I S A | Constructive system for monolayer space structures |
DE102019129283A1 (en) * | 2019-10-30 | 2021-05-06 | Lithium Designers GmbH | FASTENING ELEMENT FOR A POST-LATCH OR BAR CONSTRUCTION AND A METHOD FOR MANUFACTURING SUCH A FASTENING ELEMENT |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE592158C (en) * | 1930-10-21 | 1934-03-12 | Franz Kleinhenz Dipl Ing | Junction for rod net roofs from single rods only reaching from junction to junction |
DE29911522U1 (en) * | 1999-07-06 | 1999-09-09 | Rüter, Ewald, 44229 Dortmund | Device for connecting nodes with connecting struts |
DE202006018652U1 (en) * | 2006-12-09 | 2007-02-15 | Seele Gmbh & Co. Kg | Supporting structure for e.g. glass panel, of building, has three joints with arms and intermediate connecting bar that are provided with base plates and flange plates, where each arm has one flange plate arranged between two base plates |
DE202006019145U1 (en) * | 2006-12-18 | 2007-04-05 | Dl Fischer Gmbh | Network e.g. supporting structure, for e.g. glass roof, has framework bars arranged between joints, where one bar fastened to joint arms is designed as tube, such that flange piece is inserted into inner side of tube in form-fit manner |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202006010357U1 (en) | 2006-07-04 | 2006-10-19 | Seele Gmbh & Co. Kg | Facade or roof structure has glazing system directly resting on supporting structure of low structural height, glazing system in supporting structure of greater height connected by node part resting on profile of supporting structure |
-
2008
- 2008-07-21 WO PCT/EP2008/005966 patent/WO2010009741A1/en active Application Filing
- 2008-07-21 EP EP08784931.1A patent/EP2318607B1/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE592158C (en) * | 1930-10-21 | 1934-03-12 | Franz Kleinhenz Dipl Ing | Junction for rod net roofs from single rods only reaching from junction to junction |
DE29911522U1 (en) * | 1999-07-06 | 1999-09-09 | Rüter, Ewald, 44229 Dortmund | Device for connecting nodes with connecting struts |
DE202006018652U1 (en) * | 2006-12-09 | 2007-02-15 | Seele Gmbh & Co. Kg | Supporting structure for e.g. glass panel, of building, has three joints with arms and intermediate connecting bar that are provided with base plates and flange plates, where each arm has one flange plate arranged between two base plates |
DE202006019145U1 (en) * | 2006-12-18 | 2007-04-05 | Dl Fischer Gmbh | Network e.g. supporting structure, for e.g. glass roof, has framework bars arranged between joints, where one bar fastened to joint arms is designed as tube, such that flange piece is inserted into inner side of tube in form-fit manner |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106760555A (en) * | 2016-12-02 | 2017-05-31 | 中国建筑第八工程局有限公司 | A kind of construction method of installation of meter of byte point and radiation beam |
CN106760555B (en) * | 2016-12-02 | 2019-07-30 | 中国建筑第八工程局有限公司 | A kind of meter of byte point and the construction method of installation for radiating beam |
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