EP2954124B1 - Wooden strut construction comprising a first strut support member and at least one second strut support member, said members being force-locked together at a node point - Google Patents

Wooden strut construction comprising a first strut support member and at least one second strut support member, said members being force-locked together at a node point Download PDF

Info

Publication number
EP2954124B1
EP2954124B1 EP14705708.7A EP14705708A EP2954124B1 EP 2954124 B1 EP2954124 B1 EP 2954124B1 EP 14705708 A EP14705708 A EP 14705708A EP 2954124 B1 EP2954124 B1 EP 2954124B1
Authority
EP
European Patent Office
Prior art keywords
strut
supporting member
force
construction according
support member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP14705708.7A
Other languages
German (de)
French (fr)
Other versions
EP2954124A1 (en
Inventor
Wieland Becker
Jan Weber
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hochschule Trier - Trier University of Applied Sciences
Original Assignee
Hochschule Trier - Trier University of Applied Sciences
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hochschule Trier - Trier University of Applied Sciences filed Critical Hochschule Trier - Trier University of Applied Sciences
Publication of EP2954124A1 publication Critical patent/EP2954124A1/en
Application granted granted Critical
Publication of EP2954124B1 publication Critical patent/EP2954124B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • 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
    • E04B1/38Connections for building structures in general
    • E04B1/48Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/486Shear dowels for wood
    • 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
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2668Connections specially adapted therefor for members with a round cross-section
    • 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
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2676Connector nodes

Definitions

  • the invention relates to a wooden bar construction with a first bar support member and at least one second bar support member which are non-positively connected to each other in a node, according to the preamble of patent claim 1.
  • Wooden bar structures composed of individual bar supports are known above all as static load-bearing structures for buildings, halls, roofs and the like, but also as load-bearing structural elements such as truss girders, masts etc. They are used both for producing flat and three-dimensional structures.
  • Characteristic of such bar constructions is that the individual bar support members, such as round or square timbers, converge like a truss in nodes. Since the power flow follows the longitudinal axes of the bar support members, this results in a load concentration and load deflection in the nodal area. The highly loaded nodes in this way is thus of central importance within the entire rod construction.
  • connection surfaces for the individual bar support members it is known to provide a node plate in the node, which has connection surfaces for the individual bar support members.
  • the node may be formed so that the connection surfaces are within the wood cross section, to which the bar support member is slotted normally, or outside of the wood cross section, for example, in gusset plates with shoe-shaped receptacles, in which the ends of the bar support members are inserted.
  • the frictional connection between gusset plate and bar support member is usually carried out across transversely to the rod support member longitudinal axis in the bar support member introduced dowels or nailing.
  • the invention has the object to improve the load transfer behavior of rod structures in their nodes and to minimize load-induced deformations.
  • the basic idea of the invention is to provide a molded body in the junction of a wooden bar construction which has defined force introduction surfaces for connecting a plurality of bar support members.
  • the inventive design of the connection between the molded body and the rod support members any slip is eliminated from the rod construction in the connection area, with the advantage that deformations occur within the rod construction in only a small extent.
  • a further advantage of the invention results from the load transfer behavior typical of bar structures, in which essentially only tensile and compressive forces occur in the individual bar support members, which are deflected at the junctions. In known rod constructions, this leads to an unfavorable stress of the rod support members in the node, since the introduction of force is directed obliquely to the fiber.
  • the moldings replace the bar support members in the nodes, so that the bar support members are claimed only fiber parallel.
  • This has the advantage that the inhomogeneous and anisotropic material properties of the material wood in the heavily loaded node at force application obliquely to the fiber are no longer relevant for the dimensioning of the rod support members.
  • the bar construction can therefore be designed not only more efficient and economical, but also slimmer and therefore more aesthetic.
  • the shaped body is preferably produced by the casting method, 3D printing process or by milling from a solid material and consists of mineral casting, preferably of a polymer-bound concrete.
  • This has the advantage that even spatially complex shapes can be realized in a simple manner.
  • the strengths of the molded body are far above those of the bar support member to be connected, with the advantage that high-strength moldings are available for load transfer within the bar construction in areas with high load concentration, while in less stressed areas, the comparatively lower strength of the wooden bar support members sufficient for the load transfer.
  • a nodal point according to the invention does not structurally impart a joint, but is able to absorb and transmit bending moments to a certain extent. This property can be improved if the connection of a bar support member to a shaped body has two or more rod-shaped, laterally spaced connecting elements, one of which acts under load as a push rod and another as a pull rod.
  • a force-transmitting pressure element is arranged between the first force introduction surface of the shaped body and the end of the first rod support member. Due to its homogeneous material properties, the pressure element ensures a defined force transmission from the rod support member to the molded body, independent of the imperfections of the material wood.
  • the pressure element is positively embedded in a recess at the end of the rod support member and / or in the force introduction surface of the shaped body, whereby a positional fixation of the pressure element is first achieved.
  • the pressure element can be made of a material with ductile properties, which allows the reduction of stress peaks by deformation-induced load transfer. According to the invention, plastics with elasto-plastic behavior or suitable elastomers are preferred for this purpose.
  • Suitable pressure elements consist for example of elastomers, preferably of Cloroprene rubber or natural rubber, in which optionally reinforcement inserts can be integrated.
  • the pressure element On its front side facing the shaped body, the pressure element can be provided with a profiling, so that transverse forces are not removed by the rod-shaped connecting element only in the transverse force load in the connection area, but also on the pressure element.
  • a pressure element with a cylindrical or disc-shaped shape, which sits coaxially on the rod-shaped connecting element. In this way, an extremely compact node structure is realized, which allows to lead several rod support members in the node together, without these interfere with each other.
  • Another embodiment provides, instead of the pressure ring to introduce a hardenable potting compound in a corresponding cavity, the potting compound thus forms the pressure element after setting.
  • the potting compound adapts to the local geometric conditions at the junction and is therefore able to compensate for production or assembly-related tolerances.
  • the potting compound can have the same material properties in the set condition as the pressure element.
  • Another embodiment of the invention combines the two above-described solutions and their advantages by a pressure ring between the rod support member and molded body is arranged, which also forms the cavity for the potting compound at the same time.
  • the connecting elements are preferably glued or screwed into the bores.
  • the Fig. 1 and 2 1 shows a diagonal strut whose longitudinal axis 3 extends at an angle ⁇ to the longitudinal axis 4 of the second bar support member 2, for example a support.
  • a Shaped body 6 arranged in Fig. 2 is shown on a larger scale in an oblique view.
  • the molded body 6 is formed as a monolithic cast body 2 and has approximately wedge shape.
  • the molded body 6 consists of polymer concrete, ie it is composed of a mineral aggregate and a polymer matrix as binder, this mixture optionally also being able to contain fibers for reinforcing and increasing the strength.
  • the molded body 6 has a first force introduction surface 7, which runs perpendicular to the longitudinal axis 3 of the first rod support member 1.
  • the first force introduction surface 7 has a circular shape, but it can also take any other arbitrary shape, for example, be square or rectangular.
  • a cylindrical cavity 8 is provided, which runs parallel to the longitudinal axis 3 and ends blindly in the molded body 6.
  • the first force introduction surface 7 serves as a support for the first bar support member 1.
  • the shaped body 6 On its side which is assigned to the second bar support member 2, the shaped body 6 has a second force introduction surface 9, which rests completely on the circumference 5 of the second bar support member 2.
  • the second force introduction surface 9 has a rectangular ground plan and, in the case of a round timber, runs curved as a second bar support member 2 and, in the case of a square timber, as a second bar support member 2.
  • the force introduction surface 9 may be provided with a profiling in order to bring about a toothing with the circumference 5 of the second rod support member 2 in order to increase the transferable force.
  • a recess 10 At the intersection of the longitudinal axis 3 with the second force introduction surface 9 can be seen a recess 10 having a preferably cylindrical shape.
  • the lateral surface of the molded body 6 results essentially from the entirety of all the generatrices of the first force introduction surface 7 and second force introduction surface 9. This results in a spatially convex shape of the shaped body 6.
  • a shaped body 6 according to the invention is penetrated by two approximately parallel channels 11, which extend from the peripheral surface 12 lying between the first force introduction surface 7 and the second force introduction surface 9 to the second force introduction surface 9 and thereby directed perpendicular to the longitudinal axis 3 Course ends at the height of the recess 10 or higher.
  • the channels 11 serve to receive and guide fasteners, not shown.
  • the molded body 6 lies in its intended use with the second force introduction surface 9 over the entire surface on the circumference 5 of the second rod support member 2.
  • a nail-like driven into the second bar support member 2, with its head positively engaging in the recess 10 centering mandrel 15 ensures the intended relative position of the shaped body 6 relative to the second bar support member 2.
  • the load-bearing fastening means are in the Fig. 1 and 2 not shown, however, consist of high-strength bolts that extend through the channels 11 and extend with their threaded portion each in the solid wood of the second bar support member 2.
  • the channels 11 may be formed by sleeves embedded in the shaped body 6.
  • the second bar support member 2 may have at its periphery an axially acting abutment surface which receives the parallel to the longitudinal axis 4 force component from the shaped body 6.
  • the diameter of the blind hole 17 preferably corresponds to that of the cylindrical cavity 8 in the molded body 6.
  • the blind hole 17 intersects with a likewise extending from the end face 16 and extending coaxially to the longitudinal axis 3 circular cylindrical recess 18 with a larger diameter compared to the bore 17 and lower axial depth. Together, the blind hole 17 and the circular cylindrical recess 18 a kind of stepped bore at the end of the first rod support member 1. For the inventive design of the node, the provision of the recess 18 is indeed advantageous, but not essential. Likewise, only the blind hole 17 could be arranged in the force introduction surface 7.
  • the connecting element 19 consists in the present example of a Steel bar with profiled peripheral surface, preferably with a circumferential external thread to improve the power transmission between the connecting element 19 and the first bar support member 1. This does not exclude that the connecting element 19 may also have a smooth surface in a simple embodiment.
  • composite materials such as glass fiber or carbon fiber reinforced plastics, which prove to be light and corrosion resistant.
  • a disk-shaped pressure element 20 is inserted coaxially to the axis 3 in the recess 18 of the first rod support member 1 and thereby axially penetrated by the connecting element 19.
  • the molded body 6 facing end face 21 of the pressure element 20 forms a projection on the end face 16 of the first rod support member 1, with the aim to initiate compressive forces on this end face 21 in the molding 6.
  • the pressure element 20 consists of a material with ductile properties, for example of a suitable elastomer or of a plastic with elastic and / or plastic behavior.
  • the rod-shaped connecting element 19 and the pressure element 20 cooperate with tensile forces from the connecting element 19, compressive forces together by the connecting element 19 and pressure element 20, transverse forces from the connecting element 19 and bending moments are taken together by the connecting element 19 and pressure element 20. If the pressure element 20 has elastic properties, small twists about the longitudinal axis of the connecting element 19 are permitted. The interaction of connecting element 19 and elastic pressure element 20 results in a spring system whose spring stiffness over the diameter, the thickness and the material stiffness of the pressure element 20 can be adjusted.
  • Fig. 3 shows the implementation of the invention on a truss girder, of which only a longitudinal section is shown. Both top flange and bottom flange of the truss carrier are each formed by a second bar support member 2, which are connected by means acting as diagonal struts bar support members 1 and 1 '.
  • a molded body 6 'before, resulting from a geometric fusion of two moldings 6 according to the Figures 1 and 2 results, the first force introduction surfaces 7 are aligned opposite. In this way, a mirror image of the shaped body 6 with respect to the plane perpendicular to the longitudinal axis 4 symmetry plane 22 results.
  • shaped body 6 ' has a compared to the embodiment according to the Figures 1 and 2 enlarged second force introduction surface 9, which serves for conditioning and force transfer into the second rod support member 2, a first force introduction surface 7 for connecting the first rod support member 1 and a further force introduction surface 7 ', which is arranged with respect to the plane of symmetry 22 mirror image of the first force introduction surface 7.
  • FIGS. 1 to 3 reveal shaped bodies 6, 6 'in which the first force introduction surface 7 or 7' and the second force introduction surface 9 are of different types, since the force introduction surfaces 7, 7 'are perpendicular to the rod support member 1 to be connected and the force introduction surface 9 is parallel to the rod support member 2.
  • the embodiments differ according to the FIGS. 4 to 7 in that the force introduction surfaces 7, 7 ', 7 ", 7"' of the moldings 6 ", 6"'are all of the same type, in which the force introduction surface 7, 7', 7 ", 7"'is perpendicular to the fiber of the bar support member to be connected are aligned.
  • FIGS. 4 and 5 disclosed embodiment of the invention shows a molded body 6 ", which serves at the upper end of serving as a support first bar support member 1.
  • a molded body 6 " which serves at the upper end of serving as a support first bar support member 1.
  • four further bar support members 1 ', 1 ", 1"', 1 "” are connected, for example, the struts of a roof or ceiling construction form.
  • the connection of the bar support members 1, 1 ', 1 ", 1"', 1 "” takes place via the force introduction surfaces 7, 7 ', 7 ", 7"' formed by the shaped body 6 "which are perpendicular to the longitudinal axis 3 of the bar support members 1 assigned to them , 1 ', 1 ", 1"', 1 "".
  • FIGS. 6 and 7 Subject of the FIGS. 6 and 7 is a fourth embodiment of a knot formation according to the invention, which shows that spatially complex rod constructions can be realized with the invention.
  • the peculiarity of this embodiment is that in the connection region of the bar support members 1, 1 ', 1 ", 1"' to the shaped body 6 "'particularly good bending moments can be transmitted.
  • the shaped body 6 "' consists of a disk-like, multiply curved body, to which the bar support members 1, 1', 1", 1 "'arriving from different spatial directions 23, 23', 23", 23 "', 23” "are connected
  • the molded body 6 "'has force introduction surfaces 7, 7', 7", 7 "'with a rectangular plan, each force introduction surface 7, 7', 7", 7 “'laterally spaced axially parallel cylindrical cavities 8, each for receiving rod-shaped connecting elements 19, 19 'serve.
  • the bar support members 1, 1 ', 1 ", 1"' also have a rectangular cross-section which corresponds to the outline of the force introduction surfaces 7, 7 ', 7 ", 7"'.
  • In the end faces 16, 16 ', 16 "16"', 16 “” of the bar support members 1, 1 ', 1 ", 1”' are each introduced two blind holes, whose arrangement corresponds to the rod-shaped connecting elements 19, 19 'and the To serve the same.
  • the rod-shaped connecting elements 19, 19 ' encompass between the end face 16 and the force introduction surface 7 is arranged.
  • the pressure element may be formed in one piece and be penetrated by two connecting elements 19, 19 'or consist of two separate parts, of which in each case a part of a connecting element 19 or 19' is assigned or surrounds them like a ring.
  • the pressure element may be arranged in depressions in the force introduction surfaces or between planing force introduction surfaces.
  • FIGS. 8 to 10 relate constructive variations of the connection area between a first bar support member 1 and mold body 6, which apply to all of the above-described embodiments.
  • Fig. 8 one sees the node-side end of a first rod support member 1, whose longitudinal axis is again denoted by 3.
  • the first bar support member 1 ends with a perpendicular to the axis 3 extending end face 16, which has a coaxial recess 18. From the bottom of the recess 18 extend axially parallel to the axis 3, two blind holes 17, 17 '.
  • the end face 16 axially opposite the force introduction surface 7 of the shaped body 6 is shown.
  • the force introduction surface 7 is also aligned perpendicular to the axis 3 and has a recess 18 axially opposite recess 24, from the bottom of two axially parallel cylindrical cavities 8, 8 'rich in the molding 6.
  • the cavities 8, 8 ' are aligned axially with the blind bores 17, 17'.
  • Rod-shaped connecting elements 19, 19 ' are inserted with their one end in the blind holes 17, 17' and with its other end in the cavities 8, 8 'and anchored there, for example glued or screwed.
  • the space 25 formed jointly by the recess 18 and recess 24 serves for the positive reception of a pressure element 20.
  • this embodiment differs from that in the FIGS FIGS. 1 to 3 described essentially by the arrangement of a second rod-shaped connecting elements 19 ', which particularly enables the node to absorb bending moments, wherein the one rod-shaped connecting element acts as a push rod and the other rod-shaped connecting element as a pull rod.
  • Fig. 9 illustrated variant shows that the end face 16 of the first rod support member 1 and the force introduction surface 7 of the shaped body 6 lie flat against each other under contact and are held together by a rod-shaped connecting element 19.
  • the space 25 formed by recess 18 and recess 24 is used in this Variant for receiving a hardenable potting compound 26, which is subsequently injected into the space 25.
  • an obliquely radially extending injection channel 27 is arranged in the end region of the first rod support member 1, which ends in the cylindrical recess 18, and a radially extending vent channel 28 which leads from the space 25 to the outer periphery of the first rod support member 1.
  • the casting compound 26 forms the pressure element with which transverse forces are transmitted in the connecting joint and compressive forces in the axial direction.
  • Fig. 10 illustrated variant shows a combination of the embodiment according to Fig. 9 with a pressure element 20 'between the first rod support member 1 and molded body 6.
  • the pressure element 20' has an annular shape and is arranged coaxially at a radially clear distance from the rod-shaped connecting element 19.
  • the specific space for the potting compound 25 25 is thus formed by the cylindrical recess 18, the recess 24 and the pressure element 20 ', to which the inner periphery of the pressure element 20' with the peripheral surfaces of the recess 18 and the recess 24 is aligned.
  • a radial injection channel 27 extends into the space 25.
  • the associated vent channel 28 also extends in the radial direction from the space 25 to the outer periphery of the first rod support member first

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

Technisches Gebiet:Technical area:

Die Erfindung betrifft eine Stabkonstruktion aus Holz mit einem ersten Stabtragglied und mindestens einem zweiten Stabtragglied, die in einem Knotenpunkt kraftschlüssig miteinander verbunden sind, entsprechend dem Oberbegriff des Patentanspruchs 1.The invention relates to a wooden bar construction with a first bar support member and at least one second bar support member which are non-positively connected to each other in a node, according to the preamble of patent claim 1.

Stand der Technik:State of the art:

Aus einzelnen Stabtraggliedern zusammengesetzte Stabkonstruktionen aus Holz sind vor allem als statisch tragende Strukturen für Gebäude, Hallen, Dächer und dergleichen bekannt, aber auch als lastabtragende Bauelemente wie zum Beispiel Fachwerkträger, Masten etc. Sie dienen sowohl zur Herstellung flächiger als auch dreidimensionaler Tragwerke.Wooden bar structures composed of individual bar supports are known above all as static load-bearing structures for buildings, halls, roofs and the like, but also as load-bearing structural elements such as truss girders, masts etc. They are used both for producing flat and three-dimensional structures.

Charakteristisch für derartige Stabkonstruktionen ist, dass die einzelnen Stabtragglieder, wie zum Beispiel Rund- oder Kanthölzer, fachwerkartig in Knotenpunkten zusammenlaufen. Da der Kraftfluss den Längsachsen der Stabtragglieder folgt, kommt es auf diese Weise zu einer Lastkonzentration und Lastumlenkung im Knotenbereich. Den auf diese Weise hoch belasteten Knotenpunkten kommt somit eine zentrale Bedeutung innerhalb der gesamten Stabkonstruktion zu.Characteristic of such bar constructions is that the individual bar support members, such as round or square timbers, converge like a truss in nodes. Since the power flow follows the longitudinal axes of the bar support members, this results in a load concentration and load deflection in the nodal area. The highly loaded nodes in this way is thus of central importance within the entire rod construction.

Zur Verbindung zweier oder mehrerer Stabtragglieder ist es bekannt, im Knotenpunkt ein Knotenblech vorzusehen, das Anschlussflächen für die einzelnen Stabtragglieder aufweist. Der Knotenpunkt kann dabei so ausgebildet sein, dass die Anschlussflächen innerhalb des Holzquerschnitts liegen, wozu das Stabtragglied im Regelfall geschlitzt ist, oder außerhalb des Holzquerschnitts zum Beispiel bei Knotenblechen mit schuhförmigen Aufnahmen, in die die Enden der Stabtragglieder eingelegt werden. Die kraftschlüssige Verbindung zwischen Knotenblech und Stabtragglied erfolgt im Regelfall über quer zur Stabtraggliedlängsachse in das Stabtragglied eingebrachte Dübel oder eine Vernagelung.For connecting two or more bar support members, it is known to provide a node plate in the node, which has connection surfaces for the individual bar support members. The node may be formed so that the connection surfaces are within the wood cross section, to which the bar support member is slotted normally, or outside of the wood cross section, for example, in gusset plates with shoe-shaped receptacles, in which the ends of the bar support members are inserted. The frictional connection between gusset plate and bar support member is usually carried out across transversely to the rod support member longitudinal axis in the bar support member introduced dowels or nailing.

Bei dieser Verbindungsart erweist es sich zunächst als nachteilig, dass durch das Schlitzen des Holzquerschnitts und/oder das Anordnen von Querdübeln die zur Lastabtragung zur Verfügung stehende Holzquerschnittsfläche verringert wird, mit der Folge einer verminderten Tragfähigkeit der Stabkonstruktion.In this type of connection, it initially proves to be disadvantageous that the wood cross-sectional area available for load transfer is reduced by slitting the wood cross-section and / or arranging transverse dowels, with the consequence of reduced load bearing capacity of the bar construction.

Typisch für derartige Stabkonstruktionen ist zudem, dass deren volle Tragfähigkeit erst durch Aktivierung der Lochleibungsflächen erreicht wird. Die dafür notwendigen minimalen Verschiebewege summieren sich zu einem verhältnismäßig großen Schlupf und damit unerwünscht großen Verformungen der Gesamtkonstruktion. Insgesamt wurde bei solchen Stabkonstruktionen festgestellt, dass in den Knotenpunkten lediglich 60 % bis 70 % der aus den Stabtraggliedern kommenden Kräfte übertragen werden.Typical of such rod designs is also that their full carrying capacity is achieved only by activating the Lochleibungsflächen. The necessary minimum displacement paths add up to a relatively large slip and thus undesirably large deformations of the overall construction. Overall, it was found in such bar structures that only 60% to 70% of the forces coming from the bar support members are transmitted in the junctions.

Daneben ist es auch bekannt, Stabtragglieder aus Holz nach Zimmermannsart mittels Zapfen, Knaggen und dergleichen zu verbinden. Das dieser Verbindungsart zugrunde liegende Prinzip beruht darauf, die Kraftüberleitung durch Herstellung eines Formschlusses zu bewerkstelligen. Der Nachteil liegt jedoch in der sehr zeitintensiven Herstellung der Formschlussmittel aufgrund deren vorgegebenen Geometrie und der eingeschränkten Einsetzbarkeit dieser Verbindungsart aufgrund der abnehmenden Kraftübertragung bei größer werdenden Kraft-Faser Winkeln.In addition, it is also known to connect wooden support members by Zimmermannsart by means of pins, catches and the like. The underlying principle of this type of connection is based on the transfer of force by producing a positive connection to accomplish. The disadvantage, however, is the very time-consuming production of the positive locking means due to their given geometry and the limited applicability of this type of connection due to the decreasing power transmission at increasing force-fiber angles.

Dokument EP 0 044 057 A1 offenbart eine Stabkonstruktion aus Holz gemäß dem Oberbegriff des Anspurchs 1.document EP 0 044 057 A1 discloses a wooden bar construction according to the preamble of Anspurchs first

Darstellung der Erfindung:Presentation of the invention:

Vor diesem Hintergrund liegt der Erfindung die Aufgabe zugrunde, das Lastabtragungsverhalten von Stabkonstruktionen in deren Knotenpunkten zu verbessern und lastbedingte Verformungen zu minimieren.Against this background, the invention has the object to improve the load transfer behavior of rod structures in their nodes and to minimize load-induced deformations.

Diese Aufgabe wird durch eine Stabkonstruktion mit den Merkmalen des Patentanspruchs 1 gelöst.This object is achieved by a rod construction with the features of patent claim 1.

Vorteilhafte Ausführungsformen ergeben sich aus den Unteransprüchen.Advantageous embodiments will be apparent from the dependent claims.

Der Grundgedanke der Erfindung besteht darin, im Knotenpunkt einer Stabkonstruktion aus Holz einen Formkörper vorzusehen, der definierte Krafteinleitungsflächen zum Anschluss mehrerer Stabtraggliedern besitzt. Durch die erfindungsgemäße Ausbildung der Verbindung zwischen Formkörper und Stabtraggliedern ist im Verbindungsbereich jeglicher Schlupf aus der Stabkonstruktion eliminiert, mit dem Vorteil, dass Verformungen innerhalb der Stabkonstruktion in nur geringem Umfang auftreten.The basic idea of the invention is to provide a molded body in the junction of a wooden bar construction which has defined force introduction surfaces for connecting a plurality of bar support members. The inventive design of the connection between the molded body and the rod support members any slip is eliminated from the rod construction in the connection area, with the advantage that deformations occur within the rod construction in only a small extent.

Ein weiterer Vorteil der Erfindung ergibt sich aus dem für Stabkonstruktionen typischen Lastabtragungsverhalten, bei dem in den einzelnen Stabtraggliedern im Wesentlichen nur Zug- und Druckkräfte auftreten, die in den Knotenpunkten umgelenkt werden. Bei bekannten Stabkonstruktionen führt dies zu einer ungünstigen Beanspruchung der Stabtragglieder im Knotenpunkt, da die Krafteinleitung schräg zur Faser gerichtet ist.A further advantage of the invention results from the load transfer behavior typical of bar structures, in which essentially only tensile and compressive forces occur in the individual bar support members, which are deflected at the junctions. In known rod constructions, this leads to an unfavorable stress of the rod support members in the node, since the introduction of force is directed obliquely to the fiber.

Gemäß der Erfindung ersetzen die Formkörper die Stabtragglieder in den Knotenpunkten, so dass die Stabtragglieder nur noch faserparallel beansprucht werden. Dies hat den Vorteil, dass die inhomogenen und anisotropen Materialeigenschaften des Werkstoffs Holz im hoch belasteten Knotenpunkt bei Krafteinleitung schräg zur Faser nicht mehr maßgebend für die Dimensionierung der Stabtragglieder sind. Stattdessen kann durch das Vorsehen eines Formkörpers aus einem homogenen Material mit definierten Materialeigenschaften speziell auf die im Knotenpunkt vorherrschende Belastung abgestellt werden. Die Stabkonstruktion kann daher nicht nur leistungsfähiger und wirtschaftlicher, sondern auch schlanker und damit ästhetischer konzipiert werden.According to the invention, the moldings replace the bar support members in the nodes, so that the bar support members are claimed only fiber parallel. This has the advantage that the inhomogeneous and anisotropic material properties of the material wood in the heavily loaded node at force application obliquely to the fiber are no longer relevant for the dimensioning of the rod support members. Instead, by providing a shaped body of a homogeneous material with defined material properties, it is possible to focus specifically on the load prevailing in the nodal point. The bar construction can therefore be designed not only more efficient and economical, but also slimmer and therefore more aesthetic.

Der Formkörper wird vorzugsweise im Formgussverfahren, 3D-Printverfahren oder durch Fräsen aus einem Vollmaterial hergestellt und besteht aus Mineralguss, vorzugsweise aus einem polymergebundenen Beton. Das bringt den Vorteil, dass selbst räumlich komplexe Formgebungen auf einfache Art und Weise realisierbar sind. So ist es möglich, die Gestalt des Formkörpers an den Kraftverlauf anzupassen, um Spitzenspannungen innerhalb des Querschnitts zu vermeiden. Bei geeigneter Materialwahl liegen die Festigkeiten des Formkörpers weit über denen des anzuschließenden Stabtragglieds, mit dem Vorteil, dass innerhalb der Stabkonstruktion in Bereichen mit hoher Lastkonzentration hochfeste Formkörper zur Lastabtragung zur Verfügung stehen, während in weniger stark beanspruchten Bereichen die vergleichsweise geringere Festigkeit der Stabtragglieder aus Holz für die Lastabtragung ausreicht. Das spezifische Tragverhalten der Stabkonstruktion folgt auf diese Weise der Intensität der Belastungen, wodurch unwirtschaftliche Überdimensionierungen vermieden werden. Da der Formkörper eine homogene Struktur besitzt, sind dessen mechanische Eigenschaften über das gesamte Volumen konstant. Sicherheitsbeiwerte zur Berücksichtigung des Faserverlaufs sowie der Anisotropie und Inhomogenität des Werkstoffs Holz können daher niedriger angesetzt werden, was ebenfalls zu einer schlankeren und wirtschaftlicheren Bauweise fühlt.The shaped body is preferably produced by the casting method, 3D printing process or by milling from a solid material and consists of mineral casting, preferably of a polymer-bound concrete. This has the advantage that even spatially complex shapes can be realized in a simple manner. Thus, it is possible to adapt the shape of the molded body to the force curve in order to avoid peak stresses within the cross section. With a suitable choice of material, the strengths of the molded body are far above those of the bar support member to be connected, with the advantage that high-strength moldings are available for load transfer within the bar construction in areas with high load concentration, while in less stressed areas, the comparatively lower strength of the wooden bar support members sufficient for the load transfer. The specific load-bearing behavior of the bar construction follows in this way the intensity of the loads, whereby uneconomical oversizing be avoided. Since the shaped body has a homogeneous structure, its mechanical properties are constant over the entire volume. Therefore, safety factors to take into account the grain shape as well as the anisotropy and inhomogeneity of the material wood can be set lower, which also leads to a slimmer and more economical construction.

Da bei einer erfindungsgemäßen Stabkonstruktion jeglicher Schlupf aus dem statischen System eliminiert ist, verkörpert ein erfindungsgemäße Knotenpunkt in statischer Hinsicht kein Gelenk, sondern ist in der Lage, in bestimmtem Umfang Biegemomente aufzunehmen und zu übertragen. Diese Eigenschaft kann verbessert werden, wenn der Anschluss eines Stabtragglieds an einen Formkörper zwei oder mehr stabförmige, seitlich beabstandete Verbindungselemente aufweist, von denen eines unter Last als Druckstab und ein anderes als Zugstab wirkt.Since in a bar construction according to the invention any slip is eliminated from the static system, a nodal point according to the invention does not structurally impart a joint, but is able to absorb and transmit bending moments to a certain extent. This property can be improved if the connection of a bar support member to a shaped body has two or more rod-shaped, laterally spaced connecting elements, one of which acts under load as a push rod and another as a pull rod.

Ein weiterer Vorteil der Erfindung wird beim Abbinden einer Stabkonstruktion deutlich. Durch die Anordnung erfindungsgemäßer Formkörper in den Knotenpunkten, genügt es, die einzelnen Stabtragglieder mittels eines einfach auszuführenden Kappschnitts senkrecht zur ihrer Längsachse abzulängen. Zeit- und arbeitsintensives Aufreißen von Winkeln, Gehrungsschnitten und dergleichen entfällt, wodurch sich der Aufwand beim Abbund entscheidend verringert.Another advantage of the invention will become apparent when setting a rod construction. By arranging molded bodies according to the invention in the nodal points, it is sufficient to cut the individual bar support members perpendicular to their longitudinal axis by means of a simple cut-off cut. Time-consuming and labor-intensive tearing of angles, miter cuts and the like is eliminated, which significantly reduces the effort involved in joinery.

Gemäß einer vorteilhaften Ausführungsform der Erfindung ist zwischen der ersten Krafteinleitungsfläche des Formkörpers und dem Ende des ersten Stabtragglieds ein kraftübertragendes Druckelement angeordnet. Aufgrund seiner homogenen Materialeigenschaften sorgt das Druckelement für eine definierte Kraftübertragung vom Stabtragglied zum Formkörper unabhängig von den Imperfektionen des Werkstoffs Holz.According to an advantageous embodiment of the invention, a force-transmitting pressure element is arranged between the first force introduction surface of the shaped body and the end of the first rod support member. Due to its homogeneous material properties, the pressure element ensures a defined force transmission from the rod support member to the molded body, independent of the imperfections of the material wood.

In Weiterbildung dieser Ausführungsform ist das Druckelement formschlüssig in eine Ausnehmung am Ende des Stabtragglieds und/oder in der Krafteinleitungsfläche des Formkörpers eingelassen, wodurch zunächst eine Lagefixierung des Druckelements erreicht wird. Durch vollflächiges Einkleben des Druckelements in eine oder gegebenenfalls beide Ausnehmung werden darüber hinaus Druckkräfte zwischen Stabtragglied und Formkörper nicht nur in der Stoßfläche übertragen, sondern zusätzlich über die Umfangsfläche des Druckelements. Im Hinblick auf ein optisch ansprechendes Erscheinungsbild wird das Druckelement fast vollständig von der Ausnehmung aufgenommen und ist daher quasi nicht sichtbar.In a further development of this embodiment, the pressure element is positively embedded in a recess at the end of the rod support member and / or in the force introduction surface of the shaped body, whereby a positional fixation of the pressure element is first achieved. By full-surface gluing of the pressure element in one or optionally both recess pressure forces between the rod support member and molded body are not only transmitted in the abutment surface, but also on the peripheral surface of the pressure element. With regard to a visually appealing appearance, the pressure element is almost completely absorbed by the recess and is therefore virtually invisible.

Das Druckelement kann aus einem Material mit duktilen Eigenschaften bestehen, was den Abbau von Spannungsspitzen durch verformungsbedingte Lastumlagerung ermöglicht. Erfindungsgemäß bevorzugt sind hierzu Kunststoffe mit elasto-plastischem Verhalten oder geeignete Elastomere.The pressure element can be made of a material with ductile properties, which allows the reduction of stress peaks by deformation-induced load transfer. According to the invention, plastics with elasto-plastic behavior or suitable elastomers are preferred for this purpose.

Bei Verwendung eines Druckelements mit elastischen Eigenschaften können kleine Verdrehungen um die zentrische Achse des Stahlstabes zugelassen werden, so dass im Zusammenspiel ein zug-, druck- und biegebeanspruchbarer Anschluss an den Knotenpunkt mit einer einstellbaren Federsteifigkeit entsteht. Dabei kann die Federsteifigkeit über den Durchmesser, die Dicke und die Materialsteifigkeit des Druckelements eingestellt werden. Imperfektionen, zum Beispiel Schiefstellungen aus asymmetrischen Lasten können somit elegant und zwängungsarm im Knotenpunkt übertragen werden. Geeignete Druckelemente bestehen beispielsweise aus Elastomeren, vorzugsweise aus Cloroprenkautschuk oder Naturkautschuk, in die gegebenenfalls Bewehrungseinlagen integriert sein können.When using a pressure element with elastic properties small torsions around the centric axis of the steel rod can be allowed, so that in interaction creates a zug-, pressure and bending resistant connection to the node with an adjustable spring stiffness. In this case, the spring stiffness on the diameter, the thickness and the material stiffness of the pressure element can be adjusted. Imperfections, for example, inclinations of asymmetric loads can thus be transmitted elegantly and with little constraint in the junction. Suitable pressure elements consist for example of elastomers, preferably of Cloroprene rubber or natural rubber, in which optionally reinforcement inserts can be integrated.

An seiner dem Formkörper zugewandten Stirnseite kann das Druckelement mit einer Profilierung versehen sein, so dass bei einer Querkraftbeanspruchung im Anschlussbereich Querkräfte nicht allein vom stabförmigen Verbindungselement abgetragen werden, sondern zusätzlich auch über das Druckelement.On its front side facing the shaped body, the pressure element can be provided with a profiling, so that transverse forces are not removed by the rod-shaped connecting element only in the transverse force load in the connection area, but also on the pressure element.

Bevorzugt ist ferner ein Druckelement mit zylindrischer oder scheibenförmiger Gestalt, das koaxial auf dem stabförmigen Verbindungselement sitzt. Auf diese Weise ist ein äußerst kompakter Knotenaufbau verwirklicht, der es erlaubt, auch mehrere Stabtragglieder im Knotenpunkt zusammen zu führen, ohne dass diese sich gegenseitig behindern.Also preferred is a pressure element with a cylindrical or disc-shaped shape, which sits coaxially on the rod-shaped connecting element. In this way, an extremely compact node structure is realized, which allows to lead several rod support members in the node together, without these interfere with each other.

Eine andere Ausführungsform sieht vor, anstelle des Druckrings eine erhärtbaren Vergussmasse in einen entsprechenden Hohlraum einzubringen, die Vergussmasse nach dem Abbinden also das Druckelement bildet. Dies hat den Vorteil, dass sich die Vergussmasse den lokalen geometrischen Gegebenheiten im Knotenpunkt anpasst und daher in der Lage ist, fertigungs- oder montagebedingte Toleranzen auszugleichen. Die Vergussmasse kann dabei im abgebundenen Zustand die gleichen Materialeigenschaften aufweisen wie das Druckelement.Another embodiment provides, instead of the pressure ring to introduce a hardenable potting compound in a corresponding cavity, the potting compound thus forms the pressure element after setting. This has the advantage that the potting compound adapts to the local geometric conditions at the junction and is therefore able to compensate for production or assembly-related tolerances. The potting compound can have the same material properties in the set condition as the pressure element.

Eine weitere Ausführungsform der Erfindung kombiniert die beiden vorbeschriebenen Lösungen und deren Vorteile, indem ein Druckring zwischen Stabtragglied und Formkörper angeordnet ist, der zugleich den Hohlraum für die Vergussmasse mitbildet.Another embodiment of the invention combines the two above-described solutions and their advantages by a pressure ring between the rod support member and molded body is arranged, which also forms the cavity for the potting compound at the same time.

Zur Herstellung einer starren völlig schlupffreien Verbindung zwischen erstem Stabtragglied und Formkörper sind die Verbindungselemente vorzugsweise in die Bohrungen eingeklebt oder eingeschraubt.To produce a rigid, completely slip-free connection between the first rod support member and the molded body, the connecting elements are preferably glued or screwed into the bores.

Kurze Beschreibung der Zeichnungen:Brief description of the drawings:

Die Erfindung wird nachstehend anhand in den Zeichnungen dargestellter Ausführungsbeispiele näher erläutert, wobei weitere Merkmale und Vorteile der Erfindung offenbar werden. Für gleiche oder funktionsgleiche Merkmale werden dabei gleiche Bezugszeichen verwendet, soweit dies vorteilhaft erscheint.The invention is explained in more detail below with reference to embodiments illustrated in the drawings, wherein further features and advantages of the invention will become apparent. For the same or functionally identical features the same reference numerals are used, as far as this seems advantageous.

Es zeigt

Fig. 1
einen Vertikalschnitt durch eine erste Ausführungsform der Erfindung,
Fig. 2
eine Schrägansicht auf die in Fig. 1 dargestellte Ausführungsform der Erfindung,
Fig. 3
einen Teillängsschnitt durch eine zweite Ausführungsform der Erfindung,
Fig. 4
eine Schrägansicht auf eine dritte Ausführungsform der Erfindung,
Fig. 5
eine Schrägansicht auf den in Fig. 4 dargestellten Formkörper,
Fig. 6
eine Schrägansicht auf eine vierte Ausführungsform der Erfindung,
Fig. 7
eine Schrägansicht des in Fig. 6 dargestellten Formkörpers einschließlich stabförmiger Verbindungselemente,
Fig. 8
einen Schnitt durch die in Fig. 6 dargestellte Ausführungsform, und die
Fig. 9
und 10 jeweils einen Schnitt durch weitere Ausführungsformen der Erfindung mit einer innenliegenden Vergussmasse im Anschlussbereich.
It shows
Fig. 1
a vertical section through a first embodiment of the invention,
Fig. 2
an oblique view of the in Fig. 1 illustrated embodiment of the invention,
Fig. 3
a partial longitudinal section through a second embodiment of the invention,
Fig. 4
an oblique view of a third embodiment of the invention,
Fig. 5
an oblique view of the in Fig. 4 illustrated moldings,
Fig. 6
an oblique view of a fourth embodiment of the invention,
Fig. 7
an oblique view of in Fig. 6 Shaped body shown including rod-shaped connecting elements,
Fig. 8
a section through the in Fig. 6 illustrated embodiment, and the
Fig. 9
and FIG. 10 each show a section through further embodiments of the invention with an inner potting compound in the connection area.

Wege zur Ausführung der Erfindung und gewerbliche Verwertbarkeit:Ways to carry out the invention and commercial usability:

Die Fig. 1 und 2 zeigen eine erste Ausführungsform eines erfindungsgemäßen Anschlusses eines ersten Stabtragglieds 1 an ein zweites Stabtragglied 2. Das Stabtragglied 1 stellt eine Diagonalstrebe dar, deren Längsachse 3 in einem Winkel α zur Längsachse 4 des zweiten Stabtragglieds 2, zum Beispiel einer Stütze, verläuft. Im Schnittpunkt der Längsachse 3 des ersten Stabtragglieds 1 mit der Umfangsfläche 5 des zweiten Stabtragglieds 2 ist ein Formkörper 6 angeordnet, der in Fig. 2 in größerem Maßstab in einer Schrägansicht dargestellt ist.The Fig. 1 and 2 1 shows a diagonal strut whose longitudinal axis 3 extends at an angle α to the longitudinal axis 4 of the second bar support member 2, for example a support. At the intersection of the longitudinal axis 3 of the first bar support member 1 with the peripheral surface 5 of the second bar support member 2 is a Shaped body 6 arranged in Fig. 2 is shown on a larger scale in an oblique view.

Der Formkörper 6 ist als monolithischer Gusskörper 2 ausgebildet und besitzt etwa Keilform. Im vorliegenden Ausführungsbeispiel besteht der Formkörper 6 aus Polymerbeton, setzt sich also zusammen aus einem mineralischen Zuschlag und einer Polymermatrix als Bindemittel, wobei diese Mischung gegebenenfalls noch Fasern zur Bewehrung und Festigkeitssteigerung enthalten kann.The molded body 6 is formed as a monolithic cast body 2 and has approximately wedge shape. In the present exemplary embodiment, the molded body 6 consists of polymer concrete, ie it is composed of a mineral aggregate and a polymer matrix as binder, this mixture optionally also being able to contain fibers for reinforcing and increasing the strength.

Der Formkörper 6 weist eine erste Krafteinleitungsfläche 7 auf, die senkrecht zur Längsachse 3 des ersten Stabtragglieds 1 verläuft. Im vorliegenden Ausführungsbeispiel besitzt die erste Krafteinleitungsfläche 7 Kreisform, sie kann aber auch jede andere beliebige Form annehmen, beispielsweise quadratisch oder rechteckförmig ausgebildet sein. Im Schnittpunkt der Längsachse 3 mit der ersten Krafteinleitungsfläche 7 ist ein zylindrischer Hohlraum 8 vorgesehen, der parallel zur Längsachse 3 verläuft und blind im Formkörper 6 endet. Die erste Krafteinleitungsfläche 7 dient als Auflager für das erste Stabtragglied 1.The molded body 6 has a first force introduction surface 7, which runs perpendicular to the longitudinal axis 3 of the first rod support member 1. In the present embodiment, the first force introduction surface 7 has a circular shape, but it can also take any other arbitrary shape, for example, be square or rectangular. At the intersection of the longitudinal axis 3 with the first force introduction surface 7, a cylindrical cavity 8 is provided, which runs parallel to the longitudinal axis 3 and ends blindly in the molded body 6. The first force introduction surface 7 serves as a support for the first bar support member 1.

An seiner dem zweiten Stabtragglied 2 zugeordneten Seite besitzt der Formkörper 6 eine zweite Krafteinleitungsfläche 9, die vollflächig am Umfang 5 des zweiten Stabtragglieds 2 anliegt. Die zweite Krafteinleitungsfläche 9 besitzt im vorliegenden Ausführungsbeispiel rechteckförmigen Grundriss und verläuft im Falle eines Rundholzes als zweites Stabtragglied 2 gekrümmt und im Falle eines Kantholzes als zweites Stabtragglied 2 plan. Die Krafteinleitungsfläche 9 kann mit einer Profilierung versehen sein, um zur Steigerung der übertragbaren Kraft eine Verzahnung mit dem Umfang 5 des zweiten Stabtragglieds 2 herbeizuführen. Im Schnittpunkt der Längsachse 3 mit der zweiten Krafteinleitungsfläche 9 sieht man eine Vertiefung 10 mit vorzugsweise zylindrischer Gestalt.On its side which is assigned to the second bar support member 2, the shaped body 6 has a second force introduction surface 9, which rests completely on the circumference 5 of the second bar support member 2. In the present exemplary embodiment, the second force introduction surface 9 has a rectangular ground plan and, in the case of a round timber, runs curved as a second bar support member 2 and, in the case of a square timber, as a second bar support member 2. The force introduction surface 9 may be provided with a profiling in order to bring about a toothing with the circumference 5 of the second rod support member 2 in order to increase the transferable force. At the intersection of the longitudinal axis 3 with the second force introduction surface 9 can be seen a recess 10 having a preferably cylindrical shape.

Die Mantelfläche des Formkörpers 6 ergibt sich im Wesentlichen aus der Gesamtheit aller die erste Krafteinleitungsfläche 7 und zweite Krafteinleitungsfläche 9 verbindenden Mantellinien. Daraus resultiert eine räumlich konvexe Form des Formkörpers 6.The lateral surface of the molded body 6 results essentially from the entirety of all the generatrices of the first force introduction surface 7 and second force introduction surface 9. This results in a spatially convex shape of the shaped body 6.

Darüber hinaus ist ein erfindungsgemäßer Formkörper 6 von zwei in etwa parallelen Kanälen 11 durchsetzt, die sich ausgehend von der zwischen erster Krafteinleitungsfläche 7 und zweiter Krafteinleitungsfläche 9 liegenden Umfangsfläche 12 zur zweiten Krafteinleitungsfläche 9 erstrecken und dabei mit senkrecht zur Längsachse 3 gerichtetem Verlauf auf Höhe der Vertiefung 10 oder höher enden. Die Kanäle 11 dienen der Aufnahme und Führung von nicht dargestellten Befestigungsmitteln.In addition, a shaped body 6 according to the invention is penetrated by two approximately parallel channels 11, which extend from the peripheral surface 12 lying between the first force introduction surface 7 and the second force introduction surface 9 to the second force introduction surface 9 and thereby directed perpendicular to the longitudinal axis 3 Course ends at the height of the recess 10 or higher. The channels 11 serve to receive and guide fasteners, not shown.

Wie aus Fig. 1 ersichtlich, liegt der Formkörper 6 im bestimmungsgemäßen Gebrauch mit der zweiten Krafteinleitungsfläche 9 vollflächig am Umfang 5 des zweiten Stabtragglieds 2 an. Dabei gewährleistet ein nagelartig in das zweite Stabtragglied 2 eingetriebener, mit seinem Kopf formschlüssig in die Vertiefung 10 eingreifender Zentrierdorn 15 die bestimmungsgemäße relative Lage des Formkörpers 6 gegenüber dem zweiten Stabtragglied 2. Die lastaufnehmenden Befestigungsmittel sind in den Fig. 1 und 2 nicht dargestellt, bestehen jedoch aus hochfesten Schraubbolzen, die sich durch die Kanäle 11 hindurch erstrecken und mit ihrem Gewindeabschnitt jeweils in das Vollholz des zweiten Stabtragglieds 2 reichen. Um die von den Befestigungsmitteln ausgehende Sprengwirkung zu vermindern, können die Kanäle 11 von in den Formkörper 6 eingebetteten Hülsen gebildet sein. Zusätzlich kann das zweite Stabtragglied 2 an seinem Umfang eine axial wirkende Anschlagfläche aufweisen, die die zur Längsachse 4 parallele Kraftkomponente aus dem Formkörper 6 aufnimmt.How out Fig. 1 it can be seen, the molded body 6 lies in its intended use with the second force introduction surface 9 over the entire surface on the circumference 5 of the second rod support member 2. In this case, a nail-like driven into the second bar support member 2, with its head positively engaging in the recess 10 centering mandrel 15 ensures the intended relative position of the shaped body 6 relative to the second bar support member 2. The load-bearing fastening means are in the Fig. 1 and 2 not shown, however, consist of high-strength bolts that extend through the channels 11 and extend with their threaded portion each in the solid wood of the second bar support member 2. In order to reduce the explosive effect emanating from the fastening means, the channels 11 may be formed by sleeves embedded in the shaped body 6. In addition, the second bar support member 2 may have at its periphery an axially acting abutment surface which receives the parallel to the longitudinal axis 4 force component from the shaped body 6.

Für den Anschluss des ersten Stabtragglieds 1 weist dessen der Krafteinleitungsfläche 7 zugeordnetes Ende eine ausgehend von dessen Stirnseite 16 sich koaxial zur Längsachse 3 erstreckende Sacklochbohrung 17 auf, die beispielsweise 15 cm in das erste Stabtragglied 1 hinein reichen kann. Der Durchmesser der Sachlochbohrung 17 entspricht vorzugsweise dem des zylindrischen Hohlraums 8 im Formkörper 6.For the connection of the first bar support member 1, the force introduction surface 7 associated with the end of a starting from the end face 16 coaxially to the longitudinal axis 3 extending blind hole 17, which may extend for example 15 cm in the first bar support member 1 into it. The diameter of the blind hole 17 preferably corresponds to that of the cylindrical cavity 8 in the molded body 6.

Die Sacklochbohrung 17 überschneidet sich mit einer ebenfalls von der Stirnseite 16 ausgehenden und sich koaxial zur Längsachse 3 erstreckende kreiszylindrischen Ausnehmung 18 mit einem im Vergleich zur Bohrung 17 größeren Durchmesser und geringerer axialer Tiefe. Zusammen ergeben die Sacklochbohrung 17 und die kreiszylindrische Ausnehmung 18 eine Art Stufenbohrung am Ende des ersten Stabtragglieds 1. Für die erfindungsgemäße Ausbildung des Knotenpunkts ist das Vorsehen der Ausnehmung 18 zwar vorteilhaft, aber nicht unbedingt notwendig. Ebenso könnte lediglich die Sacklochbohrung 17 in der Krafteinleitungsfläche 7 angeordnet sein.The blind hole 17 intersects with a likewise extending from the end face 16 and extending coaxially to the longitudinal axis 3 circular cylindrical recess 18 with a larger diameter compared to the bore 17 and lower axial depth. Together, the blind hole 17 and the circular cylindrical recess 18 a kind of stepped bore at the end of the first rod support member 1. For the inventive design of the node, the provision of the recess 18 is indeed advantageous, but not essential. Likewise, only the blind hole 17 could be arranged in the force introduction surface 7.

Der Kraftschluss zwischen erstem Stabtragglied 1 und Formkörper 6 erfolgt über ein stabförmiges Verbindungselement 19, dessen eines Ende kraftschlüssig in der Bohrung 17 des ersten Stabtragglieds 1 und dessen anderes Ende kraftschlüssig in dem zylindrischen Hohlraum 8 im Formkörper 6 verankert ist, beispielsweise durch Kleben, Schrauben oder Einbetonieren. Das Verbindungselement 19 besteht im vorliegenden Beispiel aus einem Stahlstab mit profilierter Umfangsfläche, vorzugsweise mit einem umlaufenden Außengewinde, um die Kraftübertragung zwischen Verbindungselement 19 und erstem Stabtragglied 1 zu verbessern. Das schließt nicht aus, dass das Verbindungselement 19 in einer einfachen Ausführungsform auch eine glatte Oberfläche aufweisen kann. Neben Stahl als Werkstoff für das Verbindungselement 19 eignen sich auch Verbundwerkstoffe wie zum Beispiel glasfaser- oder kohlefaserverstärkte Kunststoffe, die sich als leicht und korrosionsbeständig erweisen.The frictional connection between the first rod support member 1 and molded body 6 via a rod-shaped connecting element 19, one end of which is non-positively anchored in the bore 17 of the first rod support member 1 and the other end non-positively in the cylindrical cavity 8 in the molding 6, for example by gluing, screws or in concrete. The connecting element 19 consists in the present example of a Steel bar with profiled peripheral surface, preferably with a circumferential external thread to improve the power transmission between the connecting element 19 and the first bar support member 1. This does not exclude that the connecting element 19 may also have a smooth surface in a simple embodiment. In addition to steel as a material for the connecting element 19, composite materials such as glass fiber or carbon fiber reinforced plastics, which prove to be light and corrosion resistant.

Ferner geht aus den Figuren 1 und 2 hervor, dass ein scheibenförmiges Druckelement 20 koaxial zur Achse 3 in die Ausnehmung 18 des ersten Stabtragglieds 1 eingesetzt und dabei vom Verbindungselement 19 axial durchsetzt ist. Die dem Formkörper 6 zugewandten Stirnseite 21 des Druckelements 20 bildet einen Überstand über die Stirnseite 16 des ersten Stabtragglieds 1 aus, mit dem Ziel, Druckkräfte über diese Stirnseite 21 in den Formkörper 6 einzuleiten. Das Druckelement 20 besteht aus einem Material mit duktilen Eigenschaften, z.B. aus einem geeigneten Elastomer oder aus einem Kunststoff mit elastischem und/oder plastischem Verhalten.Furthermore, goes from the Figures 1 and 2 shows that a disk-shaped pressure element 20 is inserted coaxially to the axis 3 in the recess 18 of the first rod support member 1 and thereby axially penetrated by the connecting element 19. The molded body 6 facing end face 21 of the pressure element 20 forms a projection on the end face 16 of the first rod support member 1, with the aim to initiate compressive forces on this end face 21 in the molding 6. The pressure element 20 consists of a material with ductile properties, for example of a suitable elastomer or of a plastic with elastic and / or plastic behavior.

Zur Lastabtragung wirken das stabförmige Verbindungselement 19 und das Druckelement 20 zusammen, wobei Zugkräfte vom Verbindungselement 19, Druckkräfte gemeinsam vom Verbindungselement 19 und Druckelement 20, Querkräfte vom Verbindungselement 19 und Biegemomente gemeinsam vom Verbindungselement 19 und Druckelement 20 aufgenommen werden. Besitzt das Druckelement 20 elastische Eigenschaften, so werden kleine Verdrehungen um die Längsachse des Verbindungselements 19 zugelassen. Im Zusammenwirken von Verbindungselement 19 und elastischem Druckelement 20 ergibt sich ein Federsystem, dessen Federsteifigkeit über den Durchmesser, die Dicke und die Materialsteifigkeit des Druckelements 20 eingestellt werden.For load transfer, the rod-shaped connecting element 19 and the pressure element 20 cooperate with tensile forces from the connecting element 19, compressive forces together by the connecting element 19 and pressure element 20, transverse forces from the connecting element 19 and bending moments are taken together by the connecting element 19 and pressure element 20. If the pressure element 20 has elastic properties, small twists about the longitudinal axis of the connecting element 19 are permitted. The interaction of connecting element 19 and elastic pressure element 20 results in a spring system whose spring stiffness over the diameter, the thickness and the material stiffness of the pressure element 20 can be adjusted.

Fig. 3 zeigt die Umsetzung der Erfindung an einem Fachwerkträger, von dem lediglich ein Längsabschnitt dargestellt ist. Sowohl Obergurt als auch Untergurt des Fachwerkträgers werden jeweils von einem zweiten Stabtragglied 2 gebildet, die mittels der als Diagonalstreben wirkenden Stabtragglieder 1 und 1' verbunden sind. Fig. 3 shows the implementation of the invention on a truss girder, of which only a longitudinal section is shown. Both top flange and bottom flange of the truss carrier are each formed by a second bar support member 2, which are connected by means acting as diagonal struts bar support members 1 and 1 '.

Zum Anschluss der diagonal verlaufenden Stabtragglieder 1 liegt es - wenn auch nicht zeichnerisch dargestellt - im Rahmen der Erfindung, deren Enden jeweils mittels eines Formkörpers 6 entsprechend der Figuren 1 und 2 an die zweiten Stabtragglieder 2 anzuschließen. Dabei würden in einem Knotenpunkt jeweils zwei Formkörper 6 mit umgekehrter Ausrichtung bezüglich der Längsachse 4 der zweiten Stabtragglieder 2 unmittelbar benachbart zueinander angeordnet sein.For connecting the diagonally extending bar support members 1 it is - although not shown in the drawing - within the scope of the invention, the ends of each by means of a shaped body 6 according to the Figures 1 and 2 to connect to the second bar support members 2. In this case, two moldings 6 would in each case with a node reverse orientation with respect to the longitudinal axis 4 of the second bar support members 2 may be arranged immediately adjacent to each other.

Um den Anschlussbereich kompakter zu gestalten, sieht die in Fig. 3 dargestellte Ausführungsform der Erfindung einen Formkörper 6' vor, der sich aus einer geometrischen Verschmelzung zweier Formkörper 6 gemäß der Figuren 1 und 2 ergibt, deren erste Krafteinleitungsflächen 7 entgegengesetzt ausgerichtet sind. Auf diese Weise ergibt sich eine spiegelbildliche Ausbildung des Formkörpers 6 bezüglich der senkrecht zur Längsachse 4 verlaufenden Symmetrieebene 22.To make the connection area more compact, the in Fig. 3 illustrated embodiment of the invention, a molded body 6 'before, resulting from a geometric fusion of two moldings 6 according to the Figures 1 and 2 results, the first force introduction surfaces 7 are aligned opposite. In this way, a mirror image of the shaped body 6 with respect to the plane perpendicular to the longitudinal axis 4 symmetry plane 22 results.

Der auf diese Weise zustande kommende Formkörper 6' besitzt eine im Vergleich zur Ausführungsform gemäß den Figuren 1 und 2 vergrößerte zweite Krafteinleitungsfläche 9, die zur Anlage und Kraftüberleitung in das zweite Stabtragglied 2 dient, eine erste Krafteinleitungsfläche 7 zum Anschluss des ersten Stabtragglieds 1 und eine weitere Krafteinleitungsfläche 7', die bezüglich der Symmetrieebene 22 spiegelbildlich zur ersten Krafteinleitungsfläche 7 angeordnet ist.The resulting in this way shaped body 6 'has a compared to the embodiment according to the Figures 1 and 2 enlarged second force introduction surface 9, which serves for conditioning and force transfer into the second rod support member 2, a first force introduction surface 7 for connecting the first rod support member 1 and a further force introduction surface 7 ', which is arranged with respect to the plane of symmetry 22 mirror image of the first force introduction surface 7.

Hinsichtlich des Anschlusses der Stabtragglieder 1 an die erste Krafteinleitungsfläche 7 bzw. weitere Krafteinleitungsfläche 7' sowie der Stabtragglieds 2 an die zweite Krafteinleitungsfläche 9 gelten die in den Figuren 1 und 2 gemachten Ausführungen sinngemäß, so dass um Wiederholungen zu vermeiden, auf die dortigen Ausführungen Bezug genommen wird.With regard to the connection of the rod support members 1 to the first force introduction surface 7 or further force introduction surface 7 'and the rod support member 2 to the second force introduction surface 9 apply in the Figures 1 and 2 made statements analogously, so that in order to avoid repetition, reference is made to the statements there.

Die Ausführungsformen gemäß der Figuren 1 bis 3 offenbaren Formkörper 6, 6', bei denen die erste Krafteinleitungsfläche 7 bzw. 7' und die zweite Krafteinleitungsfläche 9 unterschiedlicher Art sind, da die Krafteinleitungsflächen 7, 7' senkrecht zum anzuschließenden Stabtragglied 1 verläuft und die Krafteinleitungsfläche 9 parallel zum Stabtragglied 2.The embodiments according to the FIGS. 1 to 3 reveal shaped bodies 6, 6 'in which the first force introduction surface 7 or 7' and the second force introduction surface 9 are of different types, since the force introduction surfaces 7, 7 'are perpendicular to the rod support member 1 to be connected and the force introduction surface 9 is parallel to the rod support member 2.

Davon unterscheiden sich die Ausführungsformen gemäß den Figuren 4 bis 7, indem die Krafteinleitungsflächen 7, 7', 7", 7"' der Formkörper 6", 6"' alle vom gleichen Typ sind, bei dem die Krafteinleitungsfläche 7, 7', 7", 7"' senkrecht zur Faser des anzuschließenden Stabtragglieds ausgerichtet sind.Of these, the embodiments differ according to the FIGS. 4 to 7 in that the force introduction surfaces 7, 7 ', 7 ", 7"' of the moldings 6 ", 6"'are all of the same type, in which the force introduction surface 7, 7', 7 ", 7"'is perpendicular to the fiber of the bar support member to be connected are aligned.

Die in den Figuren 4 und 5 offenbarte Ausführungsform der Erfindung zeigt einen Formkörper 6", der am oberen Ende eines als Stütze dienenden ersten Stabtragglieds 1 dient. An den Formkörper 6" sind vier weitere Stabtragglieder 1', 1 ", 1 "', 1"" angeschlossen, die beispielsweise die Streben einer Dach- oder Deckenkonstruktion bilden. Der Anschluss der Stabtragglieder 1, 1', 1", 1"', 1"" erfolgt über die vom Formkörper 6" gebildeten Krafteinleitungsflächen 7, 7', 7", 7"' die jeweils senkrecht zur Längsachse 3 der ihnen zugeordneten Stabtragglieder 1, 1', 1", 1"', 1"" verlaufen. Der zug- druckkraftfeste und Anschluss der einzelnen Stabtragglieder 1, 1', 1", 1"', 1"" an den Formkörper 6" erfolgt mittels eines stabförmigen Verbindungselemente 9 und eines Druckelements 20 und entspricht somit sinngemäß dem unter den Figuren 1, 2 und 3 beschriebenen Anschluss des ersten Stabtragglieds 1 an den Formkörper 6. Um Wiederholungen zu vermeiden, wird auf die dortigen Ausführungen verwiesen.The in the FIGS. 4 and 5 disclosed embodiment of the invention shows a molded body 6 ", which serves at the upper end of serving as a support first bar support member 1. To the shaped body 6" four further bar support members 1 ', 1 ", 1"', 1 "" are connected, for example, the struts of a roof or ceiling construction form. The connection of the bar support members 1, 1 ', 1 ", 1"', 1 "" takes place via the force introduction surfaces 7, 7 ', 7 ", 7"' formed by the shaped body 6 "which are perpendicular to the longitudinal axis 3 of the bar support members 1 assigned to them , 1 ', 1 ", 1"', 1 "". The tension-pressure-resistant and connection of the individual bar support members 1, 1 ', 1 ", 1"', 1 "" to the shaped body 6 "takes place by means of a rod-shaped connecting elements 9 and a pressure element 20 and thus corresponds mutatis mutandis to the under FIGS. 1, 2 and 3 described connection of the first bar support member 1 to the shaped body 6. In order to avoid repetition, reference is made to the statements there.

Gegenstand der Figuren 6 und 7 ist eine vierte Ausführungsform einer erfindungsgemäßen Knotenausbildung, die zeigt, dass auch räumlich komplexe Stabkonstruktionen mit der Erfindung realisierbar sind. Die Besonderheit dieser Ausführungsform besteht darin, dass im Anschlussbereich der Stabtragglieder 1, 1', 1", 1"' an den Formkörper 6"' besonders gut Biegemomente übertragen werden können.Subject of the FIGS. 6 and 7 is a fourth embodiment of a knot formation according to the invention, which shows that spatially complex rod constructions can be realized with the invention. The peculiarity of this embodiment is that in the connection region of the bar support members 1, 1 ', 1 ", 1"' to the shaped body 6 "'particularly good bending moments can be transmitted.

Der Formkörper 6"' besteht aus einem scheibenartigen, mehrfach gekrümmten Körper, an den aus unterschiedlichen Raumrichtungen 23, 23', 23", 23"', 23"" ankommende Stabtragglieder 1, 1', 1", 1"' anschließen. Zu diesem Zweck besitzt der Formkörper 6"' Krafteinleitungsflächen 7, 7', 7", 7"' mit rechteckförmigem Grundriss, wobei jede Krafteinleitungsfläche 7, 7', 7", 7"' seitlich beabstandete achsparallele zylindrische Hohlräume 8 aufweist, die jeweils zur Aufnahme stabförmiger Verbindungselemente 19, 19' dienen.The shaped body 6 "'consists of a disk-like, multiply curved body, to which the bar support members 1, 1', 1", 1 "'arriving from different spatial directions 23, 23', 23", 23 "', 23" "are connected For this purpose, the molded body 6 "'has force introduction surfaces 7, 7', 7", 7 "'with a rectangular plan, each force introduction surface 7, 7', 7", 7 "'laterally spaced axially parallel cylindrical cavities 8, each for receiving rod-shaped connecting elements 19, 19 'serve.

Die Stabtragglieder 1, 1', 1 ", 1"' besitzen ebenfalls einen rechteckförmigen Querschnitt, der dem Umriss der Krafteinleitungsflächen 7, 7', 7", 7"' entspricht. In die Stirnseiten 16, 16', 16" 16"', 16"" der Stabtragglieder 1, 1', 1", 1"' sind jeweils zwei Sacklochbohrungen eingebracht, deren Anordnung der der stabförmigen Verbindungselemente 19, 19' entspricht und die zur Aufnahme derselben dienen. Die Herstellung des in Figur 6 dargestellten fertigen Knotens geschieht durch Zusammenfügen der Stabtragglieder 1, 1', 1", 1"' mit dem Formkörper 6"', wobei die stabförmigen Verbindungselemente 19, 19' sowohl in den Hohlräumen 8 im Formkörper 6"' als auch in den Sacklochbohrungen der Stabtragglieder 1,1',1",1'" verankert sind.The bar support members 1, 1 ', 1 ", 1"' also have a rectangular cross-section which corresponds to the outline of the force introduction surfaces 7, 7 ', 7 ", 7"'. In the end faces 16, 16 ', 16 "16"', 16 "" of the bar support members 1, 1 ', 1 ", 1"' are each introduced two blind holes, whose arrangement corresponds to the rod-shaped connecting elements 19, 19 'and the To serve the same. The production of in FIG. 6 shown finished knot happens by joining the bar support members 1, 1 ', 1 ", 1"' with the shaped body 6 "', wherein the rod-shaped connecting elements 19, 19' both in the cavities 8 in the molded body 6"'and in the blind holes Bar support members 1,1 ', 1 ", 1'" are anchored.

Nicht dargestellt, aber im Rahmen der Erfindung liegend ist eine Ergänzung dieser Ausführungsform durch ein Druckelement, das, wie unter den Figuren 1 bis 5 beschrieben, die stabförmigen Verbindungselemente 19, 19' umgreifend zwischen der Stirnseite 16 und der Krafteinleitungsfläche 7 angeordnet ist. Das Druckelement kann dabei einteilig ausgebildet sein und von beiden Verbindungselementen 19, 19' durchsetzt sein oder aus zwei getrennten Teilen bestehen, von denen jeweils ein Teil einem Verbindungselement 19 oder 19' zugeordnet ist bzw. diese ringartig umgreift. Dabei kann das Druckelement in Vertiefungen in den Krafteinleitungsflächen angeordnet sein oder zwischen plan verlaufenden Krafteinleitungsflächen.Not shown, but within the scope of the invention is an addition to this embodiment by a pressure element, as under the FIGS. 1 to 5 described, the rod-shaped connecting elements 19, 19 'encompassing between the end face 16 and the force introduction surface 7 is arranged. The pressure element may be formed in one piece and be penetrated by two connecting elements 19, 19 'or consist of two separate parts, of which in each case a part of a connecting element 19 or 19' is assigned or surrounds them like a ring. In this case, the pressure element may be arranged in depressions in the force introduction surfaces or between planing force introduction surfaces.

Die Figuren 8 bis 10 betreffen konstruktive Variationen des Anschlussbereichs zwischen einem ersten Stabtragglied 1 und Formkörper 6, die für alle der vorbeschriebenen Ausführungsformen gelten.The FIGS. 8 to 10 relate constructive variations of the connection area between a first bar support member 1 and mold body 6, which apply to all of the above-described embodiments.

In Fig. 8 sieht man das knotenseitige Ende eines ersten Stabtragglieds 1, dessen Längsachse wiederum mit 3 bezeichnet ist. Das erste Stabtragglied 1 endet mit einer lotrecht zur Achse 3 verlaufenden Stirnseite 16, die eine koaxiale Ausnehmung 18 aufweist. Vom Grund der Ausnehmung 18 erstrecken sich achsparallel zur Achse 3 zwei Sacklochbohrungen 17, 17'.In Fig. 8 one sees the node-side end of a first rod support member 1, whose longitudinal axis is again denoted by 3. The first bar support member 1 ends with a perpendicular to the axis 3 extending end face 16, which has a coaxial recess 18. From the bottom of the recess 18 extend axially parallel to the axis 3, two blind holes 17, 17 '.

Der Stirnseite 16 axial gegenüberliegend ist die Krafteinleitungsfläche 7 des Formkörpers 6 dargestellt. Die Krafteinleitungsfläche 7 ist ebenfalls senkrecht zur Achse 3 ausgerichtet und weist eine der Ausnehmung 18 axial gegenüberliegende Vertiefung 24 auf, von deren Grund aus zwei achsparallele zylindrische Hohlräume 8, 8' in den Formkörper 6 reichen. Die Hohlräume 8, 8' fluchten dabei axial mit den Sacklochbohrungen 17, 17'.The end face 16 axially opposite the force introduction surface 7 of the shaped body 6 is shown. The force introduction surface 7 is also aligned perpendicular to the axis 3 and has a recess 18 axially opposite recess 24, from the bottom of two axially parallel cylindrical cavities 8, 8 'rich in the molding 6. The cavities 8, 8 'are aligned axially with the blind bores 17, 17'.

Stabförmige Verbindungselemente 19, 19' sind mit ihrem einen Ende in die Sacklochbohrungen 17, 17' und mit ihrem anderen Ende in die Hohlräume 8, 8' eingesetzt und dort verankert, beispielsweise verklebt oder verschraubt. Der von der Ausnehmung 18 und Vertiefung 24 gemeinsam gebildete Raum 25 dient der formschlüssigen Aufnahme eines Druckelements 20. Insofern unterscheidet sich diese Ausführungsform gegenüber der in den Figuren 1 bis 3 beschriebenen im Wesentlichen durch die Anordnung eines zweiten stabförmigen Verbindungselemente 19', was den Knoten besonders dazu befähigt, auch Biegemomente aufzunehmen, wobei das eine stabförmige Verbindungselement als Druckstab und das andere stabförmige Verbindungselement als Zugstab wirkt.Rod-shaped connecting elements 19, 19 'are inserted with their one end in the blind holes 17, 17' and with its other end in the cavities 8, 8 'and anchored there, for example glued or screwed. The space 25 formed jointly by the recess 18 and recess 24 serves for the positive reception of a pressure element 20. In this respect, this embodiment differs from that in the FIGS FIGS. 1 to 3 described essentially by the arrangement of a second rod-shaped connecting elements 19 ', which particularly enables the node to absorb bending moments, wherein the one rod-shaped connecting element acts as a push rod and the other rod-shaped connecting element as a pull rod.

Aus der in Fig. 9 dargestellten Variante geht hervor, dass die Stirnseite 16 des ersten Stabtragglieds 1 und die Krafteinleitungsfläche 7 des Formkörpers 6 unter Kontakt flächig aneinander liegen und von einem stabförmigen Verbindungselement 19 zusammengehalten sind. Der von Ausnehmung 18 und Vertiefung 24 gebildete Raum 25 dient bei dieser Variante zur Aufnahme einer erhärtbaren Vergussmasse 26, die nachträglich in den Raum 25 injiziert wird. Zu diesem Zweck ist im Endbereich des ersten Stabtragglieds 1 ein schräg radial verlaufender Injektionskanal 27 angeordnet, der in der zylindrischen Ausnehmung 18 endet, sowie ein radial verlaufender Entlüftungskanal 28, der vom Raum 25 zum Außenumfang des ersten Stabtragglieds 1 führt. Nach ihrem Aushärten bildet die Vergussmasse 26 das Druckelement, mit der in der Anschlussfuge Querkräfte und in axialer Richtung Druckkräfte übertragen werden.From the in Fig. 9 illustrated variant shows that the end face 16 of the first rod support member 1 and the force introduction surface 7 of the shaped body 6 lie flat against each other under contact and are held together by a rod-shaped connecting element 19. The space 25 formed by recess 18 and recess 24 is used in this Variant for receiving a hardenable potting compound 26, which is subsequently injected into the space 25. For this purpose, an obliquely radially extending injection channel 27 is arranged in the end region of the first rod support member 1, which ends in the cylindrical recess 18, and a radially extending vent channel 28 which leads from the space 25 to the outer periphery of the first rod support member 1. After curing, the casting compound 26 forms the pressure element with which transverse forces are transmitted in the connecting joint and compressive forces in the axial direction.

Die in Fig. 10 dargestellte Variante zeigt eine Kombination der Ausführungsform gemäß Fig. 9 mit einem Druckelement 20' zwischen erstem Stabtragglied 1 und Formkörper 6. Das Druckelement 20' besitzt ringförmige Gestalt und ist koaxial in radial lichtem Abstand zum stabförmigen Verbindungselement 19 angeordnet. Der für die Vergussmasse 26 bestimmte Raum 25 wird somit von der zylindrischen Ausnehmung 18, der Vertiefung 24 und dem Druckelement 20' gebildet, wozu der Innenumfang des Druckelements 20' mit den Umfangsflächen der Ausnehmung 18 und der Vertiefung 24 fluchtet. Im Bereich des Druckelements 20' erstreckt sich ein radialer Injektionskanal 27 in den Raum 25 hinein. Der dazugehörige Entlüftungskanal 28 erstreckt sich ebenfalls in radialer Richtung vom Raum 25 zum Außenumfang des ersten Stabtragglieds 1.In the Fig. 10 illustrated variant shows a combination of the embodiment according to Fig. 9 with a pressure element 20 'between the first rod support member 1 and molded body 6. The pressure element 20' has an annular shape and is arranged coaxially at a radially clear distance from the rod-shaped connecting element 19. The specific space for the potting compound 25 25 is thus formed by the cylindrical recess 18, the recess 24 and the pressure element 20 ', to which the inner periphery of the pressure element 20' with the peripheral surfaces of the recess 18 and the recess 24 is aligned. In the area of the pressure element 20 ', a radial injection channel 27 extends into the space 25. The associated vent channel 28 also extends in the radial direction from the space 25 to the outer periphery of the first rod support member first

Die Erfindung ist nicht auf die in den einzelnen Ausführungsformen beschriebenen Merkmalskombinationen beschränkt, sondern umfasst ebenso Kombinationen von Merkmalen unterschiedlicher Ausführungsformen, soweit sich diese dem Fachmann ohne weiteres erschließen.The invention is not limited to the combinations of features described in the individual embodiments, but also includes combinations of features of different embodiments, as far as they are readily apparent to those skilled in the art.

Claims (15)

  1. Strut construction made of wood comprising a first strut supporting member (1) and at least one additional strut supporting member (1'. 1", 1"', 1"", 2) which are frictionally interconnected in a junction point, for which purpose a moulded body (6, 6', 6", 6"') is arranged in the region of the junction point, which moulded body comprises a first force-application surface (7) for connection to the first strut supporting member (1) and at least one second force-application surface (7', 7", 7"', 7"", 9) for connection to the additional strut supporting member (1', 1 ", 1"', 1"", 2),
    - the first force-application surface (7) extending perpendicularly to the longitudinal axis (3) of the first strut supporting member (1),
    - at least one cylindrical cavity (8) being arranged in the moulded body (6, 6', 6", 6"'), starting from the first force-application surface (7), coaxially with or axis-parallel to the longitudinal axis (3) of the first strut supporting member (1),
    - at least one hole (17) that is coaxial with or axis-parallel to the longitudinal axis (3) of the first strut supporting member (1) being arranged in the end of the first strut supporting member (1) that faces the first force-application surface (7), and
    - a rod-like connecting element (19) being frictionally anchored both in the at least one cylindrical cavity (8) in the moulded body (6, 6', 6", 6"') and in the at least one hole (17) in the first strut supporting member (1), characterised in that the moulded body (6, 6', 6", 6"') consists of mineral casting, preferably of polymer concrete.
  2. Strut construction according to claim 1, characterised in that a force-transmitting compression element (20) is arranged between the first force-application surface (7) and the end of the first strut supporting member (1), the end of the first strut supporting member (1) preferably comprising an axially extending recess (18) in which the compression element (20) is arranged.
  3. Strut construction according to claim 2, characterised in that the compression element (20) is formed of a rigid material or a material having resilient or ductile properties, preferably of an elastomer.
  4. Strut construction according to either claim 2 or claim 3, characterised in that the compression element (20) is profiled on the force-transmitting surfaces, the compression element (20) preferably being formed as a cylinder or as a disc and being penetrated axially by the rod-like connecting element (19).
  5. Strut construction according to any of claims 1 to 4, characterised in that the rod-like connecting element (19) is glued into, screwed into, or cast into one or both holes (17, 17').
  6. Strut construction according to any of claims 1 to 5, characterised in that the second force-application surface (7', 7", 7"', 7"") is formed analogously to the first force-application surface (7) according to any of claims 1 to 5.
  7. Strut construction according to any of claims 1 to 5, characterised in that the second force-application surface (9) extends in parallel with the longitudinal axis (4) of the second strut supporting member (2) and is arranged on the periphery (5) of the second strut supporting member (2).
  8. Strut construction according to claim 7, characterised in that interlocking means for mutual centring are arranged in the contact surface formed by the second force-application surface (9) and the second strut supporting member (2), the interlocking means preferably comprising a centring pin (15) on the second strut supporting member (2), which centring pin engages in a depression (10) in the second force-application surface (9).
  9. Strut construction according to either claim 7 or claim 8, characterised by clamping means which penetrate the moulded body (6, 6') and extend into the second strut supporting member (2) in the region of the second force-application surface (9).
  10. Strut construction according to any of claims 7 to 9, characterised in that the second strut supporting member (2) comprises an axially acting stop surface on the periphery thereof, which stop surface interacts with an axially acting stop surface on the moulded body (6, 6').
  11. Strut construction according to any of claims 1 to 10, characterised in that the moulded body (6, 6', 6", 6"') is formed as a monolithic cast body.
  12. Strut construction according to claim 11, characterised in that the moulded body (6, 6', 6", 6"') comprises reinforcing elements, preferably reinforcing fibres.
  13. Strut construction according to any of claims 1 to 12, characterised in that the first strut supporting member (1) is connected to the moulded body (6, 6', 6", 6'") by means of a plurality of rod-like connecting elements (19, 19'), preferably by means of two or three connecting elements (19, 19').
  14. Strut construction according to any of claims 1 to 13, characterised in that, in the region of the first connection surface (7), the moulded body (6) comprises a recess (24) that is axially opposite the end-face recess (18) in the first strut supporting member (1), the entire cavity (25) formed by the two recesses (18, 24) being filled with a curable filling compound (26).
  15. Strut construction according to any of claims 1 to 14, characterised in that an annular compression element (20') is arranged between the first connection surface (7) and the end of the first strut supporting member (1) and the region radially inside the compression element (20') is filled with a curable filling compound (26), the filling compound preferably being rigid or having resilient, elastoplastic or ductile properties after it has cured.
EP14705708.7A 2013-02-08 2014-02-08 Wooden strut construction comprising a first strut support member and at least one second strut support member, said members being force-locked together at a node point Active EP2954124B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102013002105.7A DE102013002105A1 (en) 2013-02-08 2013-02-08 Bar construction made of wood with a first bar support member and at least one second second bar support member which are non-positively connected to each other in a node
PCT/EP2014/000348 WO2014121946A1 (en) 2013-02-08 2014-02-08 Wooden strut construction comprising a first strut support member and at least one second strut support member, said members being force-locked together at a node point

Publications (2)

Publication Number Publication Date
EP2954124A1 EP2954124A1 (en) 2015-12-16
EP2954124B1 true EP2954124B1 (en) 2018-01-31

Family

ID=50151248

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14705708.7A Active EP2954124B1 (en) 2013-02-08 2014-02-08 Wooden strut construction comprising a first strut support member and at least one second strut support member, said members being force-locked together at a node point

Country Status (3)

Country Link
EP (1) EP2954124B1 (en)
DE (1) DE102013002105A1 (en)
WO (1) WO2014121946A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109642429A (en) * 2016-06-27 2019-04-16 洛戈Ip股份有限公司 For connecting the device and method of timber flange
DE102019132272A1 (en) * 2019-11-28 2021-06-02 Seele Group Gmbh CONNECTING NODES FOR A BAR CONSTRUCTION AND BAR CONSTRUCTION WITH SUCH A CONNECTING NODE

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT340112B (en) * 1975-10-02 1977-11-25 Rosenberger Gertrude BAR CONNECTION FOR CREATING SPATIAL BAR WORKS
DE2847545A1 (en) * 1978-11-02 1980-05-22 Siegfried Plocher Wooden bar metal joint device - has flat steel plates welded on stop face on metal connecting piece
DE3026689C2 (en) * 1980-07-15 1982-08-12 Mero-Raumstruktur GmbH & Co Würzburg, 8700 Würzburg Junction connection for wooden bars of trusses, especially space trusses
NL8703076A (en) * 1987-12-18 1989-07-17 Pieter De Jong WOOD CONNECTION.
DE4341490A1 (en) * 1993-12-06 1995-06-08 Peter Bertsche Connection system
DE10027430C2 (en) * 2000-06-02 2002-04-18 Walter Stumpf Connecting node elements and connecting rods for the construction of rod-node space trusses
DE202007014884U1 (en) * 2007-10-25 2008-01-03 Bohrenkämper, Gustav connecting fitting

Also Published As

Publication number Publication date
WO2014121946A1 (en) 2014-08-14
DE102013002105A1 (en) 2014-08-14
EP2954124A1 (en) 2015-12-16

Similar Documents

Publication Publication Date Title
EP3695062B1 (en) Anchor element, concrete component with anchor element and production method
EP3057774B1 (en) Component having a fastening region for a threaded connection, molded part, and fastening part
EP3094868B1 (en) Plastic component
EP1040238B1 (en) Shearing reinforcement for flat ceilings and dowel strip
EP2715013B1 (en) Connecting arrangement and method for producing a punching shear reinforcement, a subsequent lateral-force reinforcement and/or a reinforcement connection
EP1512875B1 (en) Connection device for a wood concrete connection
EP2954124B1 (en) Wooden strut construction comprising a first strut support member and at least one second strut support member, said members being force-locked together at a node point
EP2100692B1 (en) Processing device with body made of concrete
DE102009022828B4 (en) Trussed girder including an underframe and a related method of manufacture
EP1216332A1 (en) Connection system for firmly connecting at least two elements
EP2954125B1 (en) Wooden support construction comprising a strut-type or planar support element and at least one second strut-type or planar support element
WO2005035892A1 (en) Device comprising a rod made of fiber-reinforced plastic for transferring a load through a heat-insulating layer
EP3037602A1 (en) Segmented mast or support
DE2419949A1 (en) COMPONENT
EP0697530B1 (en) Anchoring bolt for concrete or similar
EP3492665A1 (en) Finished concrete part with at least one load-absorbing component and connection plate for assembly in the gap between same and load-absorbing component
DE2829200A1 (en) Coupling bolt joining staircase threads - has top end embedded with filler in non continuous hole in tread base
CH517222A (en) Method for connecting plate-shaped components
DE102014003022A1 (en) Composite screw for a wood-concrete structure
EP2840194B1 (en) Wood component composite and method for manufacturing the same
DE202012010423U1 (en) composite beams
EP3556958B1 (en) Component for producing a slab
EP1605172B1 (en) Fitting for connecting an elongate structural member and a flat structural member
EP3856994A1 (en) Composite ceiling construction
DE2263027A1 (en) COMPONENT COMPOSED FROM SHORT WOODEN PARTS

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20150901

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

DAX Request for extension of the european patent (deleted)
REG Reference to a national code

Ref country code: DE

Ref legal event code: R079

Ref document number: 502014007113

Country of ref document: DE

Free format text: PREVIOUS MAIN CLASS: E04B0001260000

Ipc: E04B0001480000

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/48 20060101AFI20170110BHEP

Ipc: E04B 1/26 20060101ALI20170110BHEP

INTG Intention to grant announced

Effective date: 20170127

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

GRAL Information related to payment of fee for publishing/printing deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR3

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTC Intention to grant announced (deleted)
INTG Intention to grant announced

Effective date: 20170612

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 967523

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180215

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502014007113

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: PATENTANWAELTE SCHAAD, BALASS, MENZL AND PARTN, CH

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20180131

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180501

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180430

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180531

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502014007113

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20180228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180208

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20180430

26N No opposition filed

Effective date: 20181102

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180208

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180228

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180131

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20140208

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180131

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20230307

Year of fee payment: 10

Ref country code: AT

Payment date: 20230215

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20230216

Year of fee payment: 10