EP2318607B1 - Single surface structure - Google Patents

Single surface structure Download PDF

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Publication number
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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EP
European Patent Office
Prior art keywords
node
arms
bars
bearing structure
structure according
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EP08784931.1A
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German (de)
French (fr)
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EP2318607A1 (en
Inventor
Günther Tröster
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Guenther Troster Ek
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Guenther Troster Ek
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88Curtain walls
    • 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
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • 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
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B2001/3235Arched structures; Vaulted structures; Folded structures having a grid frame
    • E04B2001/3241Frame connection details
    • E04B2001/3247Nodes

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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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • 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 DE 20 2006 000 418 U1 und DE 20 2006 018 652 U1 sind einschalige Flächentragwerke bekannt, bei denen die Knoten aus Formteilen aufgebaut sind, die aus Flachmaterialien und Profilstäben ausgeschnitten werden. Hierzu werden die Formteile zusammengelegt und anschließend verschweißt. Dabei entsteht ein Knoten, der bereits alle räumlichen Winkel seiner einzelnen Arme beinhaltet und somit die Geometrie der späteren Gesamtkonstruktion erzeugt. Der Zusammenbau der Knoten aus zahlreichen Einzelteilen ist aufwändig und kostenintensiv, ferner sind die vielen Verbindungsstellen zwischen den Einzelteilen, beispielsweise die Schweißnähte, potentielle Fehlerstellen.Out DE 20 2006 000 418 U1 and DE 20 2006 018 652 U1 are single-shell tensile structures known in which the nodes are constructed of molded parts, which are cut out of flat materials and profile bars. For this purpose, the moldings are folded together and then welded. This creates a node that already has all the spatial angles of its individual Includes arms and thus generates the geometry of the subsequent overall construction. The assembly of the nodes from numerous individual parts is complex and expensive, furthermore, the many joints between the items, such as the welds, potential flaws.

Das Dokument DE 29911522 U1 offenbart ein einschaliges Flächentragwerk mit den Merkmalen des Oberbegriffs des Anspruchs 1.The document DE 29911522 U1 discloses a single-shell tensile structure with the features of the preamble of claim 1.

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.
The invention will be explained in more detail below with reference to the description of embodiments and with reference to the accompanying schematic drawings. Show it:
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.
FIG 1 bis FIG 3 zeigen in verschiedenen Ansichten (FIG 1 von schräg oben, FIG 2 von schräg unten und FIG 3 von unten) ein Ausführungsbeispiel eines Sternknotens 11. Der Sternknoten 11 ist ausgebildet und bestimmt für ein einschaliges Flächentragwerk, wie es beispielhaft, wenn auch mit einem etwas anders ausgebildeten Knoten 11, in FIG 4 mit dem Bezugszeichen 10 gezeigt ist. Diese Flächentragwerke 10 umfassen Knoten 11 und Stäbe 12 (siehe FIG 4), sie sind bestimmt zum Tragen von Flächenelementen zur Ausbildung einer Dach- oder Fassadenfläche eines Gebäudes (nicht dargestellt).
Corresponding parts and components are designated in the figures with the same reference numerals.
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).

Der in FIG 1 bis FIG 3 dargestellte Knoten 11 umfasst einen Zentralkörper 13, an dem sechs Arme 14 ausgebildet sind, die zueinander um verschiedene Winkel gedreht und geneigt sind, d.h. die Arme 14 weisen verschiedene Drehwinkel und Neigungen auf. Die freien Stirnseiten 15 dieser Arme sind zur Anbringung bzw. Befestigung der Stäbe 12 des Flächentragwerks ausgebildet und bestimmt. Hierzu wird eine Stirnseite 16 des jeweiligen Stabes 12 an die entsprechende freie Stirnseite 15 des Knotens 11 angelegt und dort befestigt. Die freien Stirnseiten 15 der Arme 14 bilden im hier gezeigten Beispiel im Wesentliche ebene Anlageflächen, die senkrecht zur Ausrichtung des jeweiligen Arms 14 ausgerichtet sind. An den freien Stirnseiten 15 der Arme 14 sind jeweils zwei Gewindebohrungen 25 zur Befestigung der Stäbe 12 mittels Gewindebolzen bzw. Gewindeschrauben vorgesehen.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. For this purpose, 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. At the free end faces 15 of the arms 14 two threaded bores 25 for fixing the rods 12 by means of threaded bolts or threaded screws are provided in each case.

Aus FIG 1 bis FIG 3 ist ersichtlich, dass der dargestellte Knoten 11 nicht aus Einzelteilen zusammengesetzt ist, sondern aus einem Stück besteht, ohne Schweißnähte oder ähnliche Verbindungen. Der Knoten 11 ist aus dem Vollen gefräst, er wurde mittels einer automatischen Fräsmaschine aus einem Werkstück hergestellt.Out 1 to FIG. 3 It can be seen that 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.

Die Arme 14 des in FIG 1 bis FIG 3 dargestellten Knotens 11 weisen einen rechteckigen Querschnitt auf. In FIG 1 ist dem Betrachter die jeweilige O-berseite 19 der Arme 14 zugewandt, in FIG 2 und FIG 3 die Unterseite 20 der Arme 14. Zwischen Oberseite 19 und Unterseite 20 sind Zwischenseiten 21 der jeweiligen Arme zu erkennen. Die Oberseiten 19 der Arme 14 bilden zusammen mit der Oberseite des Zentralkörpers 13 eine Oberseite des Knotens 11, die Unterseiten 20 der Arme 14 bilden zusammen mit der Unterseite des Zentralkörpers 13 eine Unterseite des Knotens 11.The arms 14 of the in 1 to FIG. 3 Knot 11 shown have a rectangular cross-section. In FIG. 1 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 upper sides 19 of the arms 14, together with the upper side of the central body 13, form an upper side of the knot 11, the undersides 20 of the arms 14, together with the underside of the central body 13, form a lower side of the knot 11.

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 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.

In FIG 2 und FIG 3 ist eine Ausnehmung, konkret eine Aufnahmebohrung 26, mittig an der Unterseite des Knotens 11 zu erkennen. In diese Aufnahmebohrung 26 können Zusatzteile, beispielsweise Dichtungen oder Halterungen für Seile oder sonstige Gegenstände, eingesteckt werden. Die Aufnahmebohrung 26 kann aber auch zum Abstützen des Knotens 11 verwendet werden. Ferner ist in FIG 2 schematisch eine größere Ausnehmung 22 im Knoten 11 zur Gewichtsreduzierung, konkret eine Ausfräsung 22, mit gestrichelten Linien angedeutet. Diese Ausnehmung 22 kann ergänzend zur gegebenenfalls tieferen Aufnahmebohrung 26 an der Unterseite des Knotens 11 vorgesehen sein, sie kann aber auch alternativ oder additiv an der Oberseite vorgesehen sein, oder durchgehend ausgebildet sein. Wie in FIG 2 angedeutet, kann diese Ausnehmung 22 zur Gewichtsreduzierung im Bereich des Zentralkörpers 13 und/oder in den Armen 14 vorgesehen sein.In FIG. 2 and FIG. 3 is a recess, concretely a receiving bore 26, centrally on the underside of the node 11 can be seen. In this receiving bore 26 additional parts, such as seals or brackets for ropes or other items can be inserted. However, the receiving bore 26 can also be used to support the node 11. Furthermore, in 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. As in FIG. 2 indicated, this recess 22 may be provided for weight reduction in the region of the central body 13 and / or in the arms 14.

Weitere Ausnehmungen, Löcher, Nuten und Stege zur Anbringung von Zusatzteilen wie Dichtungsbändern, Auflageteilen oder Auflagebändern oder zur Befestigung von Spannseilen sind in FIG 1 bis FIG 3 nicht dargestellt, können aber selbstverständlich vorgesehen sein, insbesondere an der Oberseite und/oder Unterseite des Knotens 11.Further recesses, holes, grooves and webs for attaching additional parts such as sealing strips, support parts or support bands or for fastening tension cables are in 1 to FIG. 3 not shown, but can of course be provided, in particular at the top and / or bottom of the node eleventh

FIG 4 zeigt einen Ausschnitt eines Ausführungsbeispiels eines Flächentragwerks 10 in einer Draufsicht. Zu erkennen sind der Sternknoten 11 (der weitestgehend dem Knoten aus FIG 1 bis FIG 3 entspricht) mit seinem Zentralkörper 12 und sechs Armen 14. An den freien Stirnseiten 15 der Arme 14 ist jeweils ein Stab 12 über seine Stirnseite 16 befestigt, und zwar mittels Verschraubung. Die Stäbe 12 sind gerade ausgebildet, als Verbindungsstäbe zwischen zwei Knoten 11. Bei den Stäbe 12 handelt es sich um Rechteckrohre. Für die Ausbildung der Schraubverbindung zwischen Stäben 12 und Knoten 11 weisen die Stäbe 12 Öffnungen 27 auf, durch die Schrauben eingebracht werden, mit denen die Stäbe 12 mit dem Knoten 11 verschraubt werden, beispielsweise indem die Schrauben über Kopfplatten 28 der Stäbe 12 (in FIG 4 nicht dargestellt, siehe FIG 5a/b und FIG 6) in Gewindebohrungen 25 (siehe FIG 1 bis FIG 3) im Knoten 11 eingeschraubt werden. Diese Verschraubung ist von außer nicht sichtbar.
Die Öffnungen 27 zum Einbringen und Festdrehen der Schrauben befinden sich in FIG 4 an der Seite der Stäbe 12, an der die Flächenelemente an dem Flächentragwerk 10 angeordnet werden. Nach der Montage der Flächenelemente werden die Öffnung 27 somit von den Flächenelementen überdeckt und sind nicht mehr sichtbar, so dass insgesamt von der Verschraubung und den dazugehörigen Öffnungen am fertigen Bauwerk nichts zu sehen ist.
FIG. 4 shows a section of an embodiment of a surface structure 10 in a plan view. To recognize are the star node 11 (the largely out of the node 1 to FIG. 3 corresponds to) with its central body 12 and six arms 14. At the free end faces 15 of the 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. For the formation of the threaded connection between rods 12 and nodes 11, 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. 5a /Federation FIG. 6 ) in threaded holes 25 (see 1 to FIG. 3 ) are screwed into the node 11. This gland is not visible from outside.
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.

In FIG 4 wird deutlich, dass die Arme 14 des Knotens 11 derart zueinander geneigt und/oder gedreht sind, dass der Knoten 11 die Ausrichtung der am Knoten angebrachten Stäbe 12 und damit die Geometrie des Flächentragwerks 10 im Bereich des Knotens 11 definiert.In FIG. 4 It will be appreciated that the arms 14 of the knot 11 are inclined and / or rotated relative to each other such that the knot 11 defines the orientation of the knot 12 attached to the knot and thus the geometry of the surface structure 10 in the region of the knot 11.

In FIG 4 sind ferner schematisch (und nur teilweise angedeutet) Befestigungsbolzen 29 und Haltebleche 30 für die anzubringenden Flächenelemente, beispielsweise Glasscheiben, zu erkennen, die hier an der Außenseite der Stäbe 12 vorgesehen sind. Angedeutet ist in FIG 4 ferner eine Nut 23 im Knoten 11 und in zwei Stäben 12, die bestimmt ist zur Anbringung von Zusatzteilen, und zwar konkret zur Aufnahme und Fixierung von Dichtungen oder Auflageteilen für die Flächenelemente (siehe hierzu auch FIG 9a-d). Alternativ zur Nut 23 kann auch eine hervorstehende Rippe vorgesehen sein, auf die Zusatzteile aufgesteckt werden können (siehe FIG 9a).In FIG. 4 Furthermore, fastening bolts 29 and retaining plates 30 for the surface elements to be applied, for example glass panes, which are provided here on the outside of the rods 12 are schematically (and only partially indicated). Indicated in FIG. 4 Furthermore, 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 (see also 9a-d ). As an alternative to the groove 23 may also be provided a protruding rib on which additional parts can be plugged (see 9a ).

FIG 5a und FIG 5b zeigen ein Beispiel für die Anbringung eines Stabes 12 an den Knoten 11 eines Flächentragwerks. In FIG 5a ist der Anschlussbereich zwischen Stab 12 und Knoten 11 in Seitenansicht dargestellt, in FIG 5b die dazugehörige Stirnseite 16 des Stabes 12. Der Stab 12 ist ein im Querschnitt rechteckiges Hohlprofil, an dessen Stirnseite 16 eine Kopfplatte 28 eingeschweißt ist. Die Schweißnähte 34 sind in FIG 5a dargestellt. In der Mitte der Kopfplatte 28 ist eine Erhöhung 18 ausgebildet, die formschlüssig in eine Ausfräsung 17 in der freien Stirnseite 15 des zugeordneten Armes 14 des Knotens 11 passt, zur passgenauen Anbringung des Stabes 12 am Knoten 11. Diese Formgebung der Anlagebereiche hat den Vorteil, dass sich im Vergleich zu einer durchgehend ebenen Anschlussfläche deutlich größere Kräfte übertragen lassen. Für die kraftschlüssige Befestigung ist eine Schraubverbindung vorgesehen, d.h. eine Innensechskantschraube 37 wird durch ein Loch 38 in der Kopfplatte 28 in eine Gewindebohrung 25 in der freien Stirnseite 15 des Armes 14 eingedreht. Hierfür können selbstverständlich auch mehrere Schraubverbindungen pro Stab-Knoten-Anbindung vorgesehen sein, die neben- und/oder übereinander angeordnet sind. FIG 5a and FIG 5b show an example of the attachment of a rod 12 to the node 11 of a tensile structure. In FIG. 5a the connection region between rod 12 and node 11 is shown in side view, in 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. In the middle of the top plate 28, 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. For the frictional attachment 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. For this purpose, of course, several screw connections per rod-node connection can be provided, which are arranged side by side and / or one above the other.

FIG 6 zeigt ein weiteres Beispiel für die Anbindung zwischen Stab 12 und Knoten 11 eines Flächentragwerks. In diesem Beispiel ist die Kopfplatte 28 etwas zurückversetzt im Hohlprofil des Stabes 12 eingeschweißt. Eine spezielle Formgebung ist hier nicht vorgesehen, der Stab 12 wird wiederum über eine durch ein Loch in der Kopfplatte 28 gesteckte Schraube 37 kraftschlüssig mit dem Knoten 11 verschraubt, indem die Schraube 37 in eine Gewindebohrung 25 in der freien Stirnseite 15 des zugeordneten Armes 14 des Knotens 11 eingedreht wird. Selbstverständlich können auch hier mehrere Schraubverbindungen pro Stab-Knoten-Anbindung vorgesehen sein, die neben- und/oder übereinander angeordnet sind. FIG. 6 shows another example of the connection between rod 12 and node 11 of a tensile structure. In this example, the top plate 28 is slightly set back in the hollow profile of the rod 12 is welded. A special shape is not provided here, 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. Of course, several screw connections per rod-node connection can also be provided here, which are arranged side by side and / or one above the other.

Um einen formschlüssigen Anschluss zu erhalten, könnte im Beispiel nach FIG 6 ergänzend eine um die freie Stirnseite 15 des Armes 14 des Knotens 11 umlaufende Ausfräsung vorgesehen werden, und zwar derart, dass das über die Kopfplatte 34 überstehende Hohlprofil des Stabes 12 passgenau zumindest etwas über die freie Stirnseite 15 des Arms 14 geschoben werden kann.To obtain a positive connection, could in the example after FIG. 6 In addition, around the free end face 15 of the arm 14 of the knot 11 circumferential cutout are provided, in such a way that the over the top plate 34 projecting hollow section of the rod 12 can be pushed accurately at least slightly over the free end face 15 of the arm 14.

FIG 7 zeigt in schematischer Seitenansicht ein Ausführungsbeispiel eines erfindungsgemäßen Sternknotens 11, bei dem die Schraubverbindung zwischen Knoten 11 und Stab 12 ausgehend vom Knoten 11 hergestellt wird. Hierzu sind in den Knoten 11 Ausnehmungen 39 eingefräst, über die Schrauben 37 durch entsprechende Bohrungen 40 in den Armen 14 des Knoten 11 in Gewinde in den Stäben 12 (nicht dargestellt) einschraubbar sind. 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. For this purpose, 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 zeigt für die Anbindung zwischen Stab 12 und Knoten 11 eines erfindungsgemäßen Flächentragwerks, bei der die einander zugeordneten Stirnseiten 15, 16 von Stab 12 und Arm 14 des Knotens 11 ballig ausgebildet sind, wobei die freie Stirnseite 15 des Armes 14 konvex gewölbt ist und die Stirnseite 16 des Stabes 12 hiermit hinsichtlich der Formgebung korrespondierend konkav gewölbt ist, mit zumindest im Wesentlichen gleichem Krümmungsradius wie die konvexe Wölbung. Eine umgekehrte Wölbung der beiden Stirnseiten 15, 16 ist ebenso möglich. 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.

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 FIG 8 beispielhaft für eine vom Knoten 11 ausgehende Verschraubung für die Bohrung 40 im Knoten gezeigt. Analog müsste bei einer Verschraubung ausgehend vom Stab 12 das Loch 38 in der Kopfplatte 28 ausgebildet werden. Die verwendeten Unterlegscheiben 41 müssen in diesen Fällen hinsichtlich ihrer Abmessungen und/oder Formgebung entsprechend angepasst sein.
FIG 9a-d zeigen jeweils im Querschnitt durch einen Stab 12 oder einen Arm 14 (die Arme 14 des Knotens 11 und die Stäbe 12 können hinsichtlich Ihres Querschnitts analog ausgebildet sein) Ausführungsvarianten für die bereits angesprochene Anbringung von Dichtungen 32 und Auflageteilen 33, beispielsweise Auflagegummis 33, für die Flächenelemente an einem Flächentragwerk. In FIG 9a sind zwei parallel verlaufende Rippen 31 (auch: Stege) am Stab 12 ausgebildet, auf die das Auflageteil 33 aufgesteckt ist. In FIG 9b sind vergleichbare Rippen 31 am Rand der Außenseite des Stabes 12 ausgebildet, auch hier ist ein Auflageteil 33 auf die Rippen 31 aufgesteckt. In FIG 9c sind im Stab 12 zwei parallel verlaufende Nuten 23 vorgesehen, in die Dichtungen 32 eingesteckt sind. Es könnten auch beispielsweise im Querschnitt kreisförmige Löcher im Stab 12 vorgesehen sein, in die entsprechend geformte Dichtungen eingesteckt werden. FIG 9d schließlich zeigt eine Variante, bei der das Auflageteil 33 auf der ebenen Außenseite des Stabes 12 angebracht ist, ohne besondere Gestaltung der Außenseite des Stabe 12 und des Auflageteils 33, d.h. beide sind im Anlagebereich flächig und eben ausgebildet. Die Fixierung kann beispielsweise mittels Verklebung erfolgen, indem ein Kleber oder ein Klebeband zwischen den beiden Komponenten aufgebracht bzw. angebracht ist.
The advantage of this design of the connection is, in particular, that small angular errors can be compensated between rod 12 and node 11 due to the curved connection during assembly. For this purpose, it must additionally be provided that 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. Similarly, in a screw starting from the rod 12, 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. In 9a are two parallel ribs 31 (also: webs) formed on the rod 12, on which the support member 33 is attached. In 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. In 9c two parallel grooves 23 are provided in the rod 12, are inserted into the seals 32. It could also be provided for example in cross-section circular holes in the rod 12, are inserted into the correspondingly shaped seals. 9d Finally, shows a variant in which the support member 33 is mounted on the flat outer side of the rod 12, without special design of the outside of the rod 12 and the support member 33, ie both are flat in the contact area and flat. The fixation can be done by gluing, for example, by applying or applying an adhesive or an adhesive tape between the two components.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

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 11 arms 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 the node 11
2020
Unterseite des Armes 14 des Knotens 11Bottom of the arm 14 of the knot 11
2121
Zwischenseiten des Armes 14 des Knotens 11Intermediate sides of the arm 14 of the node 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)

  1. 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.
  2. Plane load-bearing structure according to Claim 1,
    characterized in that
    the node (11) is produced by means of machining from a solid block.
  3. Plane load-bearing structure according to one of the preceding claims,
    characterized in that
    the node (11) is milled from a solid block.
  4. 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).
  5. 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.
  6. 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).
  7. 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.
  8. 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).
  9. 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).
  10. 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.
  11. 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).
  12. 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.
EP08784931.1A 2008-07-21 2008-07-21 Single surface structure Active EP2318607B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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
EP2318607A1 EP2318607A1 (en) 2011-05-11
EP2318607B1 true EP2318607B1 (en) 2016-09-07

Family

ID=40521935

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Application Number Title Priority Date Filing Date
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Country Status (2)

Country Link
EP (1) EP2318607B1 (en)
WO (1) WO2010009741A1 (en)

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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

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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

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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

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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

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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)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
WO2010009741A1 (en) 2010-01-28
EP2318607A1 (en) 2011-05-11

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