DE1277533B - Junction connection for half-timbered structures - Google Patents

Junction connection for half-timbered structures

Info

Publication number
DE1277533B
DE1277533B DER45590A DER0045590A DE1277533B DE 1277533 B DE1277533 B DE 1277533B DE R45590 A DER45590 A DE R45590A DE R0045590 A DER0045590 A DE R0045590A DE 1277533 B DE1277533 B DE 1277533B
Authority
DE
Germany
Prior art keywords
middle plate
plates
node
profiles
junction
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.)
Pending
Application number
DER45590A
Other languages
German (de)
Inventor
Eberhard G Rensch
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DER45590A priority Critical patent/DE1277533B/en
Priority to CH408268A priority patent/CH476176A/en
Priority to FR1559369D priority patent/FR1559369A/fr
Priority to ES1968148815U priority patent/ES148815Y/en
Priority to BE712702D priority patent/BE712702A/xx
Publication of DE1277533B publication Critical patent/DE1277533B/en
Pending legal-status Critical Current

Links

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
    • E04B1/19Three-dimensional framework structures
    • E04B1/1903Connecting nodes 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • 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
    • E04B2001/0053Buildings characterised by their shape or layout grid
    • E04B2001/0084Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • 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
    • E04B1/19Three-dimensional framework structures
    • E04B2001/1924Struts specially adapted therefor
    • E04B2001/1933Struts specially adapted therefor of polygonal, e.g. square, 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
    • E04B1/19Three-dimensional framework structures
    • E04B2001/1957Details of connections between nodes and struts
    • 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
    • E04B1/19Three-dimensional framework structures
    • E04B2001/1957Details of connections between nodes and struts
    • E04B2001/1963Screw connections with axis at an angle, e.g. perpendicular, to the main axis of the strut
    • 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
    • E04B1/19Three-dimensional framework structures
    • E04B2001/1981Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
    • E04B2001/1987Three-dimensional framework structures characterised by the grid type of the outer planes of the framework triangular grid
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes

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

BUNDESREPUBLIK DEUTSCHLANDFEDERAL REPUBLIC OF GERMANY

DEUTSCHESGERMAN

PATENTAMTPATENT OFFICE

AUSLEGESCHRIFTEDITORIAL

Int. α.:Int. α .:

E04bE04b

Deutsche Kl.: 37 a -1/58 German class: 37 a - 1/58

Nummer: 1277 533Number: 1277 533

Aktenzeichen: P 12 77 533.6-25 (R 45590)File number: P 12 77 533.6-25 (R 45590)

Anmeldetag: 25. März 1967 Filing date: March 25, 1967

Auslegetag: 12. September 1968Opening day: September 12, 1968

Die Erfindung bezieht sich auf eine Knotenverbindung für Fachwerkkonstruktionen mit einem Knotenstück, das in einer Ebene in verschiedene Richtungen abstehende Anschlußplatten für die anzuschließenden Stäbe aufweist.The invention relates to a node connection for truss structures with a node piece, the connecting plates protruding in one plane in different directions for the to be connected Has rods.

Bei den Fachwerkkonstruktionen erfolgt die Verbindung zwischen den Stäben untereinander und den Säulen auf gleiche Weise. Von den Säulen stehen radial Streifen ab, während die Knotenstücke in einer Ebene in verschiedene Richtungen abstehende Anschlußplatten aufweisen. Derartige Fachwerkkonstruktionen, die die Erstellung von ein- und mehrgeschossigen Bauwerken aus vorgefertigten Teilen zulassen, sind überaus einfach bezüglich der Montage sowie gegebenenfalls Demontage und der Herstellung der Konstruktionsteile. Die Erfindung bezieht sich auf eine neuartige Gestaltung des Knotenstückes einer solchen Fachwerkkonstruktion.With the framework constructions, the connection between the bars and the Pillars in the same way. Strips protrude radially from the pillars, while the knot pieces are in a Have level connecting plates protruding in different directions. Such truss constructions, the creation of single and multi-storey structures from prefabricated parts allow are extremely simple in terms of assembly and, if necessary, disassembly and manufacture of the construction parts. The invention relates to a novel design of the node piece such truss construction.

Häufig ist es aus statischen und/oder gestalterischen Gründen wünschenswert, daß an einem Knotenpunkt der Horizontalstäbe einer der meist aus zwei Profilen bestehenden Stäbe durchgezogen wird, ohne daß auf die Anschlußplatten in den anderen Richtungen des Rasters für die von dort einmündenden Stäbe verzichtet werden kann.Often it is desirable for static and / or design reasons that at a node the horizontal bars are pulled through one of the bars, which usually consist of two profiles, without affecting the connection plates in the other directions of the grid for those opening out from there Rods can be dispensed with.

Die Erfindung schlägt zur Lösung dieser Aufgabe ein Knotenstück vor, das aus einer ebenen Mittelplatte und aus einer oder beidseits zwei, mit ihrem Steg parallel zu der Mittelplatte angeordneten U-förmigen Platten mit einem Winkel von etwa 60° einschließenden Schenkeln besteht und bei dem die Mittelplatte und die U-förmigen Platten durch eine oder mehrere, ihren Steg durchquerende Schrauben od. dgl. zusammengespannt sind.To solve this problem, the invention proposes a node piece that consists of a flat central plate and from one or both sides two U-shaped ones with their web parallel to the middle plate Plates with an angle of about 60 ° enclosing legs and in which the middle plate and the U-shaped plates by one or more, their web traversing screws od. Like. are clamped together.

In der Konstruktion greift die Mittelplatte zwisehen die beiden Profile des durchlaufenden Stabes. An den Seiten der Profile des durchlaufenden Stabes liegt die U-förmige Platte oder Platten des Knotenstückes derart an, daß die an den Stegen dieser Platten angreifenden Verbindungsschrauben od. dgl. die Platte mittig durchsetzen.In the construction, the middle plate engages in between the two profiles of the bar passing through. On the sides of the profiles of the continuous bar is the U-shaped plate or plates of the node piece in such a way that the on the webs of these plates attacking connecting screws or the like. Assert the plate in the middle.

In der Zeichnung ist ein Ausführungsbeispiel des Erfindungsgegenstandes dargestellt. Dabei zeigtAn exemplary embodiment of the subject matter of the invention is shown in the drawing. It shows

Fig. 1 eine erfindungsgemäße Ausbildung des Knotenstückes in perspektivischer Darstellung, F i g. 2 und 2 a die bekannten Knotenstücke,1 shows an embodiment of the junction piece according to the invention in a perspective view, F i g. 2 and 2 a the known knot pieces,

F i g. 3 eine Fachwerkkonstruktion mit eingesetztem Knotenstück in schematischer Darstellung und F i g. 4 ein Stabprofil im Querschnitt.F i g. 3 a truss construction with an inserted junction piece in a schematic representation and F i g. 4 a rod profile in cross section.

Die Fig. 1, die in einer perspektivischen Darstellung ein zerlegtes Knotenstück 1 zeigt, weist eine ebene Mittelplatte 2 und zwei etwa U-förmige Plat-Knotenpunktverbindung für
Fachwerkkonstruktionen
Fig. 1, which shows a disassembled node piece 1 in a perspective view, has a flat central plate 2 and two approximately U-shaped plat node connection for
Half-timbered structures

Anmelder:Applicant:

Eberhard G. Rensch,Eberhard G. Rensch,

6000 Frankfurt, Lerchesbergring 246000 Frankfurt, Lerchesbergring 24

Als Erfinder benannt:Named as inventor:

Eberhard G. Rensch, 6000 FrankfurtEberhard G. Rensch, 6000 Frankfurt

ten 3 und 4 auf. Die Schenkel α und b der Platten 3 und 4 schließen einen Winkel von 60° ein. Ihre Löcher d dienen zum Verschrauben oder dergleichen Befestigung von anzuschließenden Stäben an Profilen 9 (vgl. F i g. 3). Die Stege c der Platten 3 und 4 liegen parallel an der Mittelplatte 2 an. Die in der Mittelplatte 2 befindlichen Bohrungen dienen zum Verschrauben od. dgl. mit Stäben aus durchlaufenden Profilen 10, jedoch ist eine zusätzliche Befestigung des Stabes 8 mit der Mittelplatte 2 nicht immer erforderlich. Schrauben 5 dienen zum Zusammenschluß der Knotenstückteile untereinander sowie zu deren Verbindung mit dem durchgehenden Stab 8.th 3 and 4. The legs α and b of the plates 3 and 4 enclose an angle of 60 °. Their holes d are used for screwing or the like fastening of rods to be connected to profiles 9 (see FIG. 3). The webs c of the plates 3 and 4 lie parallel to the middle plate 2. The bores located in the middle plate 2 are used for screwing or the like with rods made of continuous profiles 10, but an additional fastening of the rod 8 to the middle plate 2 is not always necessary. Screws 5 serve to connect the junction piece parts to one another and to connect them to the continuous rod 8.

Die F i g. 2 und 2 a zeigen die Knotenstücke der bekannten Knotenpunktverbindungen, wobei das Knotenstück nach der F i g. 2 aus sechs Einzelteilen in U-Form mit abgewinkelten Schenkeln zusammengesetzt ist, während das Knotenstück nach der Fig. 2a ein einziges Formteil bildet. Dieser Stand der Technik soll nach der Erfindung verbessert werden.The F i g. 2 and 2a show the nodes of the known node connections, the node according to FIG. 2 composed of six individual parts in a U-shape with angled legs is, while the node according to Fig. 2a forms a single molded part. This stand the technology is to be improved according to the invention.

Den Einbau des Knotenstückes 1 nach der Erfindung in ein Rahmenfachwerk zeigt in schematischer Darstellung Fig. 3. Die Mittelplatte2 des Knotenstückes 1 ist zwischen die den Stab 8 bildenden Profile 10 angeordnet und entspricht in ihrer Dicke etwa der Dicke der Profilenden der Säulen 11 und 12 oder der bekannten Knotenstücke nach den Fig. 2 und 2 a, also dem zwischen den Profilen 10 belassenen Abstand. Die Verbindung zwischen der Mittelplatte 2,The installation of the node 1 according to the invention in a framework is shown in a schematic Representation of FIG. 3. The middle plate 2 of the junction piece 1 is between the profiles forming the rod 8 10 arranged and corresponds in its thickness approximately to the thickness of the profile ends of the columns 11 and 12 or the known junction pieces according to FIGS. 2 and 2 a, that is to say the one left between the profiles 10 Distance. The connection between the middle plate 2,

809 600/118809 600/118

den Profilen 10 des Stabes 8 und den Platten 3 und 4 wird über nicht dargestellte Schrauben vorgenommen. An den Schenkeln α und b der U-förmigen Platten 3 und 4 des erfindungsgemäßen Knotenstückes 1 sind die Profile 9 der weiteren Stäbe angeschlossen. Die von den Profilen 9 gebildeten Stäbe sind jeweils im Winkel von 60° zu dem durchgehenden Stab 8.the profiles 10 of the rod 8 and the plates 3 and 4 is made via screws, not shown. At the legs α and b of the U-shaped plates 3 and 4 of the node 1 according to the invention, the profiles 9 of the other bars are connected. The bars formed by the profiles 9 are each at an angle of 60 ° to the continuous bar 8.

In F i g. 4 sind im Schnitt die Profile 9 in C-Fonn eines Stabes dargestellt. Zur Bildung eines Stabes werden vorzugsweise jeweils zwei gegeneinander angeordnete Profile 9 verwendet, die die abstehenden Anschlußplatten der Säulen 11, 12 oder Knotenstücke 1 beidseits umfassen und mit diesen durch Verschrauben od. dgl. verbunden sind.In Fig. 4, the profiles 9 are in section in C-shape of a rod. To form a rod, two are preferably arranged against each other Profiles 9 used, the protruding connecting plates of the columns 11, 12 or junction pieces 1 embrace on both sides and od with these by screwing. The like. Are connected.

Es besteht auch die Möglichkeit eine der Platten des Knotenstückes nach der Erfindung unter bestimmten statischen Voraussetzungen einzusparen.There is also the possibility of one of the plates of the node according to the invention under certain conditions to save static requirements.

Die Einzelteile des Knotenstückes wie auch des übrigen Rahmenfachwerks bestehen vorzugsweise aus Aluminium, jedoch kann auch jeder andere Werkstoff, sofern er die Festigkeitserfordernisse erfüllt, verwendet werden.The individual parts of the junction piece as well as the rest of the framework are preferably made made of aluminum, but any other material can also be used, provided that it meets the strength requirements, be used.

Claims (1)

Patentanspruch:Claim: Knotenpunktverbindung für vorzugsweise metallische Fachwerkkonstruktionen mit einem Knotenstück, das in einer Ebene in verschiedene Richtungen abstehende Anschlußplatten für die anzuschließenden Stäbe aufweist, dadurchgekennzeichnet, daß das Knotenstück (1) aus einer ebenen Mittelplatte (2) und aus einer oder beidseits zwei, mit ihrem Steg (c) parallel zu der Mittelplatte (2) angeordneten U-förmigen Platten (3, 4) mit einem Winkel von etwa 60° einschließenden Schenkeln {a, b) besteht und daß die Mittelplatte (2) und die U-förmigen Platten (3, 4) durch eine oder mehrere, ihren Steg (c) durchquerenden Schrauben (5) od. dgl. zusammengespannt sind.Junction point connection for preferably metallic framework structures with a junction piece, which has connecting plates protruding in different directions in one plane for the rods to be connected, characterized in that the junction piece (1) consists of a flat middle plate (2) and one or both sides of two, with their web ( c) parallel to the middle plate (2) arranged U-shaped plates (3, 4) with an angle of about 60 ° enclosing legs {a, b) and that the middle plate (2) and the U-shaped plates (3, 4) are clamped together by one or more screws (5) or the like crossing their web (c). In Betracht gezogene Druckschriften:
Deutsches Gebrauchsmuster Nr. 1913 485;
französische Patentschrift Nr. 1464 703;
USA.-Patentschrift Nr. 3 186 522.
Considered publications:
German utility model No. 1913 485;
French Patent No. 1464,703;
U.S. Patent No. 3,186,522.
Hierzu 1 Blatt Zeichnungen 1 sheet of drawings 809 600/118 9.68 © Bundesdruckerei Berlin809 600/118 9.68 © Bundesdruckerei Berlin
DER45590A 1967-03-25 1967-03-25 Junction connection for half-timbered structures Pending DE1277533B (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
DER45590A DE1277533B (en) 1967-03-25 1967-03-25 Junction connection for half-timbered structures
CH408268A CH476176A (en) 1967-03-25 1968-03-19 Junction connection for trusses
FR1559369D FR1559369A (en) 1967-03-25 1968-03-21
ES1968148815U ES148815Y (en) 1967-03-25 1968-03-22 NODAL POINT JOINT FOR FRAME CONSTRUCTIONS, PRE-FERENTLY METALLIC.
BE712702D BE712702A (en) 1967-03-25 1968-03-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DER45590A DE1277533B (en) 1967-03-25 1967-03-25 Junction connection for half-timbered structures

Publications (1)

Publication Number Publication Date
DE1277533B true DE1277533B (en) 1968-09-12

Family

ID=7407699

Family Applications (1)

Application Number Title Priority Date Filing Date
DER45590A Pending DE1277533B (en) 1967-03-25 1967-03-25 Junction connection for half-timbered structures

Country Status (5)

Country Link
BE (1) BE712702A (en)
CH (1) CH476176A (en)
DE (1) DE1277533B (en)
ES (1) ES148815Y (en)
FR (1) FR1559369A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10301883B3 (en) * 2003-01-17 2004-04-22 Dürdoth, Georg Junction point connection for lattice constructions comprises a node consisting of a flat central plate and trough-like node supports with a U-shaped cross-section
WO2012145513A3 (en) * 2011-04-19 2013-05-16 Abengoa Solar Inc. Structural frame and solar collector module

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2081161B1 (en) * 1970-03-11 1974-05-03 Nasi Cesarino
GB1555618A (en) * 1976-05-05 1979-11-14 Dziewolski R Rigid assembly joint
DE3123482A1 (en) * 1981-06-13 1982-12-30 Josef 7100 Heilbronn Serwe Joint connection for a three-dimensional framework
FR2832170B1 (en) * 2001-11-09 2004-10-01 Michele Renee Francois Legrand ASSEMBLY KNOT, SPATIAL STRUCTURE AND METHOD FOR ASSEMBLING SUCH A STRUCTURE USING SUCH A KNOT
ES2400275B1 (en) * 2009-12-07 2013-11-11 Abengoa Solar New Technologies S.A. Solar collector module
CN116480007B (en) * 2023-05-08 2023-10-27 华星钢构股份有限公司 Complex space structure node for steel structure building

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1913485U (en) * 1964-12-24 1965-04-08 Eberhard G Rensch PILLAR-SHAPED COMPONENT.
US3186522A (en) * 1963-02-27 1965-06-01 George W Mccauley Structural surfaces
FR1464703A (en) * 1965-10-20 1967-01-06 Three-dimensional prefabricated aluminum structures

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3186522A (en) * 1963-02-27 1965-06-01 George W Mccauley Structural surfaces
DE1913485U (en) * 1964-12-24 1965-04-08 Eberhard G Rensch PILLAR-SHAPED COMPONENT.
FR1464703A (en) * 1965-10-20 1967-01-06 Three-dimensional prefabricated aluminum structures

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10301883B3 (en) * 2003-01-17 2004-04-22 Dürdoth, Georg Junction point connection for lattice constructions comprises a node consisting of a flat central plate and trough-like node supports with a U-shaped cross-section
WO2012145513A3 (en) * 2011-04-19 2013-05-16 Abengoa Solar Inc. Structural frame and solar collector module
CN103620318A (en) * 2011-04-19 2014-03-05 阿文戈亚太阳能公司 Structural frame and solar collector module
EP2940402A1 (en) * 2011-04-19 2015-11-04 Abengoa Solar Inc. Node connector of a three dimensional structural frame of a solar module

Also Published As

Publication number Publication date
CH476176A (en) 1969-07-31
ES148815Y (en) 1970-06-16
BE712702A (en) 1968-07-31
ES148815U (en) 1969-12-16
FR1559369A (en) 1969-03-07

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