EP3688250B1 - Pole-shaped scaffolding element, scaffolding part having a scaffolding element of this kind and method for mounting a scaffolding element of this kind - Google Patents

Pole-shaped scaffolding element, scaffolding part having a scaffolding element of this kind and method for mounting a scaffolding element of this kind Download PDF

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Publication number
EP3688250B1
EP3688250B1 EP18774038.6A EP18774038A EP3688250B1 EP 3688250 B1 EP3688250 B1 EP 3688250B1 EP 18774038 A EP18774038 A EP 18774038A EP 3688250 B1 EP3688250 B1 EP 3688250B1
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EP
European Patent Office
Prior art keywords
scaffolding
projection
scaffolding element
longitudinal axis
recess
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EP18774038.6A
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German (de)
French (fr)
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EP3688250A1 (en
Inventor
Timo Weber
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Peri SE
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Peri GmbH
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/16Struts or stiffening rods, e.g. diagonal rods
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/303Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are only fixed at one of the bars or members to connect
    • E04G7/305Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are only fixed at one of the bars or members to connect without tying means for connecting the bars or members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/34Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using positive engagement, e.g. hooks or pins

Definitions

  • the invention relates to a rod-shaped scaffolding element for connection to a first projection recess of a scaffolding part.
  • the invention further relates to a scaffolding part with such a scaffolding element and a method for assembling such a scaffolding element.
  • the rod-shaped scaffolding element can be designed in particular in the form of a railing rod or a scaffolding diagonal.
  • the scaffolding component can be designed, for example, in the form of a horizontal bar.
  • connection mechanism typically has a recess on the rod-shaped framework element, which is guided onto a projection on the framework component.
  • a connection mechanism is, for example, from DE 20 2008 001 019 U1 , the US 6,006,862A , the DE 196 33 092 A1 , the DE 10 2004 005 636 A1 , the DE 10 2008 005 814 B4 , the DE 10 2011 014 614 A1 , the EP 0 234 657 A2 , the EP 1 262 611 A2 , the EP 1 589 162 A1 , the GB 901.351A , the GB 1 242 224 A , the JP 2004-076468 A , the JP 2006-226001 A , the U.S.
  • a connection mechanism has become known in which a rod-shaped framework element has a wedge-shaped opening on its end face has, in which a wedge-shaped projection on a scaffolding component in the form of a scaffolding post can be inserted.
  • the WO 2017/013289 A1 discloses a scaffold diagonal with a connecting element having a projection. The connecting element can be inserted into an opening of a further frame part by a pivoting movement.
  • connection mechanisms have the disadvantage that they have complex mechanics with movable components, can only be manufactured at high cost and/or have to be moved during assembly, taking up so much space that assembly in cramped conditions is often impossible. Scaffolding diagonals in particular often have to be swung out over a wide area for assembly. In many cases, however, this swinging out is not possible due to other scaffolding components or building walls.
  • the object of the invention is therefore to provide a rod-shaped scaffolding element that is both structurally simple and can therefore be manufactured inexpensively and can also be easily assembled in a confined space.
  • the object of the invention is also to provide a scaffolding part with such a scaffolding element and a method for assembling such a scaffolding part.
  • top In the context of the present invention, the designations “top”, “bottom”, “horizontal”, “vertical”, etc. refer to the assembled state of the respective component. Furthermore, the term “transverse” means any non-parallel or congruent orientation.
  • the object according to the invention is thus achieved by an elongate scaffolding element in the form of a scaffolding diagonal.
  • the scaffolding element has a scaffolding element body, preferably tubular, on which a first connecting element is attached in the region of a first end of the scaffolding element is arranged or formed.
  • the first connecting element has a projection which can be inserted into a first projection recess of a scaffolding component in order to engage behind an edge of the projection recess.
  • the projection extends transversely to the longitudinal axis of the scaffolding element body.
  • the framework element to be assembled by pivoting the framework element about the longitudinal axis of the framework element body or by pivoting the framework element about an axis which runs parallel to the longitudinal axis of the framework element body.
  • the space required for assembling the scaffolding element is therefore minimal.
  • the scaffolding element is structurally surprisingly simple in design and can therefore be manufactured inexpensively.
  • the projection is preferably formed at a distance from the skeletal element body by a spacing portion of the first connecting element.
  • the longitudinal axis of the projection can extend offset to the longitudinal axis of the framework element body.
  • the longitudinal axis of the projection can be at an angle of 90° ⁇ 30°, in particular at an angle of 90° ⁇ 20°, preferably at an angle of 90° ⁇ 10°, extend to the longitudinal axis of the scaffolding member body.
  • the spacer portion is preferably L-shaped together with the projection.
  • the longitudinal axis of the spacer section can enclose an angle of 90° ⁇ 30°, in particular an angle of 90° ⁇ 20°, preferably an angle of 90° ⁇ 10°, with the longitudinal axis of the framework element body.
  • the longitudinal axis of the projection can enclose an angle of 90° ⁇ 30°, in particular an angle of 90° ⁇ 20°, preferably an angle of 90° ⁇ 10°, with the longitudinal axis of the spacer section.
  • the projection is rigid relative to the framework element body.
  • the first connecting element can be solid and/or designed in one piece.
  • the first connecting element is preferably flattened or rounded on its side facing away from the body of the scaffolding element in order to facilitate pivoting of the scaffolding element.
  • the spacer section can be designed in the shape of a bolt to further simplify production while at the same time providing high stability of the framework element. Manufacture is further simplified if the first connecting element has a U-shaped section molded onto the spacing section.
  • the first connecting element preferably has a cuboid outer contour which prevents twisting of the first connecting element.
  • the U-shaped section of the first connecting element is preferably accommodated in a U-shaped section of the skeletal element body.
  • the framework element has a second connection element on the body of the framework element in the region of the first connection element.
  • the manufacture of the scaffolding element is made significantly easier because, according to the invention, the second connecting element and the first connecting element are of identical design.
  • a securing element for connecting the framework element to a second projection recess can be arranged or formed on the body of the framework element.
  • the securing element is preferably designed to be movable relative to the framework element body.
  • the framework element can also have a safety bolt, in particular in the form of a socket bolt, on which the safety element is preferably arranged, in particular in a pivotable manner.
  • the safety bolt can be designed for at least partial insertion into a second projection recess of a scaffolding component in order to keep the scaffolding element mounted in a torsion-proof manner.
  • the scaffolding element can have a further safety bolt, on which another safety element is preferably arranged, in particular pivotably.
  • the additional safety bolt can be designed for at least partial introduction into a second projection recess of a scaffolding component. Using the second safety bolt, even more different distances or lengths can be covered with one scaffolding element.
  • the object according to the invention is further achieved by a scaffolding part with a scaffolding component, a first protrusion recess and a scaffolding element as described above, the scaffolding element being mounted on the first protrusion recess in such a way that the protrusion of the first connecting element overlaps the edge of the first protrusion -Recess behind.
  • the first projection recess is provided in a scaffolding component which is designed in the form of a horizontal connector, i.e. a scaffolding beam that can be or is arranged horizontally.
  • the method has the following method step: C) Pivoting the framework element about the longitudinal axis of the spacing section.
  • the method preferably also has the following method step: D) inserting a securing member into a second projection recess of the skeleton member to tie the skeleton member at both ends and secure the skeleton member from pivoting about its longitudinal axis or an axis parallel to its longitudinal axis.
  • Fig. 1a shows a scaffolding part 10 with vertical scaffolding posts 12a, 12b, 12c, 12d.
  • the scaffolding posts 12a-12d are connected by means of scaffolding components 14a, 14b, here in the form of horizontal bars.
  • the framework component 14a and the framework component 14b are in particular of the same design.
  • the framework components 14a, 14b are inserted into connection plates 16a, 16b, 16c, 16d , which are rosette-shaped here.
  • the connecting plates 16a-16d are connected to the scaffolding posts 12a-12d, in particular welded to the scaffolding posts 12a-12d.
  • a framework element 18 is provided to reinforce the framework part 10 .
  • the framework element 18 is designed to connect its two ends to the framework components 14a, 14b.
  • the framework component 14a has a first projection recess 20 and the framework component 14b has a second projection recess 22 .
  • Fig. 1b shows the framework part 10 in the area of the first projection recess 20. From Fig. 1b It can be seen that the framework element 18 has a projection 24 which, when the framework element 18 is assembled, reaches behind the edge 26 of the first projection recess 20 in sections. As indicated by an arrow 28 , during assembly of the framework element 18 a pivoting movement of the framework element 18 takes place in order to insert the projection 24 into the first projection recess 20 and then to achieve the hooking of the projection 24 on the edge 26 .
  • the projection 24 is part of a first connecting element 30.
  • the first connecting element 30 is solid and preferably has a U-shaped end section 32 .
  • the U-shaped end portion 32 of the first connecting member 30 is fitted into a U-shaped end portion 34 of a skeletal member body 36 of the skeletal member 18 . In this way, a particularly strong, in particular non-rotatable, but easy-to-manufacture connection is created between the first connecting element 30 and the scaffolding element body 36 .
  • FIG. 1c shows the scaffolding element 18 with the first connecting element 30 and a securing element 38.
  • the securing element 38 is arranged or formed directly or indirectly on an end region of the scaffolding element body 36, which connects to the end region of the scaffolding element body 36 with the first Connecting element 30 is opposite.
  • the securing element 38 can be moved, pivoted here, and is arranged on a securing bolt 40 .
  • the safety bolt 40 can have any desired cross section, for example a polygonal cross section.
  • the safety bolt preferably has a circular or elliptical cross-section.
  • the securing bolt 40 can be solid.
  • Fig. 1d shows the in Fig. 1b Circular framed part of the framework element 18.
  • Fig. 1d 12 illustrates the finger-shaped configuration of the first connecting element 30 in the region of the projection 24.
  • the projection 24 is spaced from the framework element body 36 by a spacer section 42 .
  • the longitudinal axis 44 of the spacing section 42 intersects the longitudinal axis 46 of the projection 24 at an angle of 90° ⁇ 30°, in particular at an angle of 90° ⁇ 20°, preferably at an angle of 90° ⁇ 10°.
  • the longitudinal axis 44 of the spacing section 42 also intersects the longitudinal axis 48 of the framework element body 36 at an angle of 90° ⁇ 30°, in particular at an angle of 90° ⁇ 20°, preferably at an angle of 90° ⁇ 10°.
  • the scaffolding element body 36 preferably has a first recess 50 through which the first connecting element 30 passes.
  • the framework element body 36 is mirror-symmetrical to a central mirror plane S (see 1c ) is formed, which extends perpendicularly to the longitudinal axis 48 of the framework element body 36 .
  • Fig. 1e shows the framework part 10 (cf. Fig. 1a ) with fully assembled scaffold element 18.
  • the first connecting element 30 (see Fig. 1d ) of the framework element 18 is at least partially inserted into the first projection recess 20 (see Fig. 1a ) has been introduced and engages behind the edge 26 (please refer Fig. 1b ) of the framework component 14a (see Fig. 1a ).
  • the framework element 18 has been pivoted about the longitudinal axis 44 of the spacing section 42 .
  • the securing element 38 (see 1c ) through the second projection recess 22 (see Fig. 1a ) has been guided and engages behind the edge of the scaffolding component 14b (see Fig. 1a ) in the area of the second projection recess 22 (see Fig. 1a ).
  • the framework element 18 is designed in the form of a framework diagonal. 1f shows the framework part 10 according to FIG Fig. 1e in the area of Line FF. Out of 1f It can be seen that in the installed state of the first connecting element 30 the clear width of the first projection recess 20 corresponds with a loose fit to the (cross-sectional) thickness of the first connecting element 30 in the area of the first projection recess 20 .
  • the connecting element 30 In the transition area between the projection 24 and the spacing section 42 the connecting element 30 has a rounded or flattened area 52 . This facilitates pivoting in or out of the scaffolding element 18 for its assembly or disassembly on or from the scaffolding component 14a.
  • Figure 2a shows a further embodiment of a part of a framework element 18a.
  • the framework element 18a has a first connecting element 30 and a second connecting element 54 in an end region of the framework element 18a.
  • the second connecting element 54 is arranged or formed parallel to the longitudinal axis 48 of a framework element body 36 of the framework element 18a offset to the first connecting element 30 on the framework element body 36 .
  • the scaffolding element body 36 preferably has a second recess 56 through which the second connecting element 54 passes.
  • the first connecting element 30 and the second connecting element 54 are of identical design.
  • the scaffolding element 18a can be attached to a scaffolding component 14a (cf. Fig. 1a ) are connected, so that in a simple way and Way different effective connection lengths of the framework element 18a can be achieved.
  • Figure 2b shows a scaffolding component 14a.
  • the framework component 14a according to Figure 2b corresponds to the scaffolding component 14a according to Fig. 1a .
  • the scaffolding component 14a according to Figure 2b in at least one end area, in particular in its two end areas, in each case more than one first projection recess 20a, 20b, 20c, 20d, 20e, 20f, in particular in each end area exactly three projection recesses 20a-20f.
  • Figure 2c shows a framework part 10 with the framework component 14a according to FIG Figure 2b .
  • the framework part 10 also has a framework component 14b .
  • the scaffolding component 14a and the scaffolding component 14b are in particular of the same design.
  • the framework component 14b has a plurality of second projection recesses 22a, 22b, 22c, 22d, 22e, 22f .
  • the first projection recesses 20a-20f, together with the second projection recesses 22a-22f, enable the connection of the framework components 14a, 14b by means of parallel framework elements 18a, 18b.
  • the framework elements 18a, 18b are preferably of identical design. As a result, the framework part 10 is particularly stable.
  • the outer projection recesses 20a, 20c, 22d, 22f or 20d, 20f, 22a, 22c are preferably occupied by the framework elements 18a, 18b.
  • another framework element 18 (in Figure 2c not shown) can be mounted in the projection recesses 20b, 22e or 20e, 22b.
  • this is preferably mounted in the central projection recesses 20b, 22e or 20e, 22b.
  • the framework element 18, 18a, 18b can be passed through at one end by means of a first connecting element 30 Pivoting of the scaffolding element 18, 18a, 18b about its longitudinal axis 48 or about an axis which extends essentially parallel to its longitudinal axis 48, can be hooked to a first projection recess 20, 20a-20f of a scaffolding component 14a, 14b.
  • the scaffolding element 18, 18a, 18b can have a securing bolt 40, which can be inserted into a second projection recess 22, 22a-22f of a scaffolding component 14a, 14b, in order to prevent the scaffolding element 18, 18a, 18b from pivoting about its longitudinal axis 48 or to prevent an axis parallel to its longitudinal axis 48.
  • the securing bolt 40 can be secured in particular by a securing element 38 on the scaffolding component 14a, 14b.
  • the first connecting element 30 can in particular be hook-shaped, with a projection 24 on the free end of the first connecting element 30 being able to engage behind the edge 26 of the first projection recess 20, 20a-20f.
  • a spacer portion 42 extending away from the longitudinal direction of the skeleton element body 36 may be provided between the projection 24 and a skeletal element body 36 .
  • the projection 24 can extend away from the spacing section 42 at right angles of ⁇ 20°, in particular at right angles of ⁇ 10°, preferably at right angles of ⁇ 5°.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Description

Die Erfindung betrifft ein stangenförmiges Gerüstelement zur Anbindung an eine erste Vorsprungs-Ausnehmung eines Gerüst-Teils. Die Erfindung betrifft weiterhin ein Gerüst-Teil mit einem solchen Gerüstelement und ein Verfahren zur Montage eines solchen Gerüstelements.The invention relates to a rod-shaped scaffolding element for connection to a first projection recess of a scaffolding part. The invention further relates to a scaffolding part with such a scaffolding element and a method for assembling such a scaffolding element.

Es ist bekannt, einen einfachen Anbindungsmechanismus zur Verbindung eines stangenförmigen Gerüstelements mit einem Gerüstbauteil vorzusehen. Das stangenförmige Gerüstelement kann dabei insbesondere in Form einer Geländerstange oder einer Gerüstdiagonalen ausgebildet sein. Das Gerüstbauteil kann beispielsweise in Form eines Horizontalriegels ausgebildet sein.It is known to provide a simple connection mechanism for connecting a rod-shaped scaffolding element to a scaffolding component. The rod-shaped scaffolding element can be designed in particular in the form of a railing rod or a scaffolding diagonal. The scaffolding component can be designed, for example, in the form of a horizontal bar.

Der Anbindungsmechanismus weist typischerweise eine Ausnehmung am stangenförmigen Gerüstelement auf, die auf einen Vorsprung am Gerüstbauteil geführt wird. Ein solcher Anbindungsmechanismus ist beispielsweise aus der DE 20 2008 001 019 U1 , der US 6,006,862 A , der DE 196 33 092 A1 , der DE 10 2004 005 636 A1 , der DE 10 2008 005 814 B4 , der DE 10 2011 014 614 A1 , der EP 0 234 657 A2 , der EP 1 262 611 A2 , der EP 1 589 162 A1 , der GB 901,351 A , der GB 1 242 224 A , der JP 2004-076468 A , der JP 2006-226001 A , der US 2,681,834 A , der US 2,845,307 A und der US 3,323,271 A bekannt geworden. Weiterhin ist aus der DE 1 559 069 A ein Anbindungsmechanismus bekannt geworden, bei dem ein stangenförmiges Gerüstelement an seiner Stirnseite eine keilförmige Öffnung aufweist, in die ein keilförmiger Vorsprung an einem Gerüstbauteil in Form eines Gerüststiels einführbar ist. Die WO 2017/013289 A1 offenbart eine Gerüstdiagonale mit einem einen Vorsprung aufweisenden Verbindungselement. Das Verbindungselement kann durch eine Schwenkbewegung in eine Öffnung eines weiteren Gerüstteils eingeführt werden.The connection mechanism typically has a recess on the rod-shaped framework element, which is guided onto a projection on the framework component. Such a connection mechanism is, for example, from DE 20 2008 001 019 U1 , the US 6,006,862A , the DE 196 33 092 A1 , the DE 10 2004 005 636 A1 , the DE 10 2008 005 814 B4 , the DE 10 2011 014 614 A1 , the EP 0 234 657 A2 , the EP 1 262 611 A2 , the EP 1 589 162 A1 , the GB 901.351A , the GB 1 242 224 A , the JP 2004-076468 A , the JP 2006-226001 A , the U.S. 2,681,834A , the US 2,845,307A and the US 3,323,271A known. Furthermore, from the DE 1 559 069 A a connection mechanism has become known in which a rod-shaped framework element has a wedge-shaped opening on its end face has, in which a wedge-shaped projection on a scaffolding component in the form of a scaffolding post can be inserted. the WO 2017/013289 A1 discloses a scaffold diagonal with a connecting element having a projection. The connecting element can be inserted into an opening of a further frame part by a pivoting movement.

Die bekannten Anbindungsmechanismen weisen den Nachteil auf, dass sie eine aufwändige Mechanik mit beweglichen Bauteilen aufweisen, nur mit hohen Kosten fertigbar sind und/oder bei der Montage mit so viel Platzbedarf bewegt werden müssen, dass eine Montage in beengten Verhältnissen oftmals unmöglich ist. Insbesondere Gerüstdiagonalen müssen oftmals zu deren Montage weiträumig ausgeschwenkt werden. Dieses Ausschwenken ist jedoch in vielen Fällen aufgrund von anderen Gerüstbauteilen oder Gebäudewänden nicht möglich.The known connection mechanisms have the disadvantage that they have complex mechanics with movable components, can only be manufactured at high cost and/or have to be moved during assembly, taking up so much space that assembly in cramped conditions is often impossible. Scaffolding diagonals in particular often have to be swung out over a wide area for assembly. In many cases, however, this swinging out is not possible due to other scaffolding components or building walls.

Aufgabe der Erfindung ist es daher, ein stangenförmiges Gerüstelement bereit zu stellen, das sowohl konstruktiv einfach ausgebildet und dadurch kostengünstig fertigbar ist als auch auf einfache Art und Weise auf engem Raum montierbar ist. Aufgabe der Erfindung ist es weiterhin, ein Gerüst-Teil mit einem solchen Gerüstelement und ein Verfahren zur Montage eines solchen Gerüst-Teils bereit zu stellen.The object of the invention is therefore to provide a rod-shaped scaffolding element that is both structurally simple and can therefore be manufactured inexpensively and can also be easily assembled in a confined space. The object of the invention is also to provide a scaffolding part with such a scaffolding element and a method for assembling such a scaffolding part.

Diese Aufgabe wird durch ein Gerüstelement mit den Merkmalen des Anspruchs 1, einem Gerüst-Teil mit den Merkmalen des Anspruchs 10 sowie einem Verfahren zur Montage eines Gerüstelements gemäß Anspruch 12 gelöst. Die abhängigen Ansprüche geben bevorzugte Weiterbildungen wieder.This object is achieved by a scaffolding element having the features of claim 1, a scaffolding part having the features of claim 10 and a method for assembling a scaffolding element according to claim 12. The dependent claims reflect preferred developments.

Im Rahmen der vorliegenden Erfindung beziehen sich die Bezeichnungen "oben", "unten", "horizontal", "vertikal" usw. auf den montierten Zustand des jeweiligen Bauteils. Weiterhin wird unter dem Begriff "quer" jede nicht parallele oder deckungsgleiche Ausrichtung verstanden.In the context of the present invention, the designations “top”, “bottom”, “horizontal”, “vertical”, etc. refer to the assembled state of the respective component. Furthermore, the term "transverse" means any non-parallel or congruent orientation.

Die erfindungsgemäße Aufgabe wird somit gelöst durch ein sich länglich erstreckendes Gerüstelement in Form einer Gerüstdiagonalen. Das Gerüstelement weist einen, vorzugsweise rohrförmigen, Gerüstelementkörper auf, an dem im Bereich eines ersten Endes des Gerüstelements ein erstes Verbindungselement angeordnet oder ausgebildet ist. Das erste Verbindungselement weist einen Vorsprung auf, der in eine erste Vorsprungs-Ausnehmung eines Gerüstbauteils einführbar ist, um einen Rand der Vorsprungs-Ausnehmung zu hintergreifen. Der Vorsprung erstreckt sich dabei quer zur Längsachse des Gerüstelementkörpers.The object according to the invention is thus achieved by an elongate scaffolding element in the form of a scaffolding diagonal. The scaffolding element has a scaffolding element body, preferably tubular, on which a first connecting element is attached in the region of a first end of the scaffolding element is arranged or formed. The first connecting element has a projection which can be inserted into a first projection recess of a scaffolding component in order to engage behind an edge of the projection recess. The projection extends transversely to the longitudinal axis of the scaffolding element body.

Dies ermöglicht eine Montage des Gerüstelements durch Verschwenken des Gerüstelements um die Längsachse des Gerüstelementkörpers bzw. durch Verschwenken des Gerüstelements um eine Achse, die parallel zur Längsachse des Gerüstelementkörpers verläuft. Der Platzbedarf zur Montage des Gerüstelements ist dadurch minimal. Darüber hinaus ist das Gerüstelement konstruktiv überraschend einfach ausgebildet und dadurch kostengünstig fertigbar.This enables the framework element to be assembled by pivoting the framework element about the longitudinal axis of the framework element body or by pivoting the framework element about an axis which runs parallel to the longitudinal axis of the framework element body. The space required for assembling the scaffolding element is therefore minimal. In addition, the scaffolding element is structurally surprisingly simple in design and can therefore be manufactured inexpensively.

Der Vorsprung ist vorzugsweise durch einen Beabstandungsabschnitt des ersten Verbindungselements vom Gerüstelementkörper distanziert ausgebildet. Die Längsachse des Vorsprungs kann sich versetzt zur Längsachse des Gerüstelementkörpers erstrecken. Das Gerüstelement ist dadurch besonders einfach zu dessen Montage zum Gerüstbauteil hin verschwenkbar.The projection is preferably formed at a distance from the skeletal element body by a spacing portion of the first connecting element. The longitudinal axis of the projection can extend offset to the longitudinal axis of the framework element body. As a result, the scaffolding element can be pivoted towards the scaffolding component in a particularly simple manner for its assembly.

Zusätzlich zur versetzten Ausrichtung der Längsachse des Vorsprungs zur Längsachse des Gerüstelementkörpers kann sich die Längsachse des Vorsprungs in einem Winkel von 90°± 30°, insbesondere in einem Winkel von 90°± 20°, vorzugsweise in einem Winkel von 90°± 10°, zur Längsachse des Gerüstelementkörpers erstrecken.In addition to the offset alignment of the longitudinal axis of the projection to the longitudinal axis of the scaffolding element body, the longitudinal axis of the projection can be at an angle of 90°±30°, in particular at an angle of 90°±20°, preferably at an angle of 90°±10°, extend to the longitudinal axis of the scaffolding member body.

Der Beabstandungsabschnitt ist bevorzugt zusammen mit dem Vorsprung L-förmig ausgebildet. Die Längsachse des Beabstandungsabschnitts kann einen Winkel von 90°± 30°, insbesondere einen Winkel von 90°± 20°, vorzugsweise einen Winkel von 90°± 10°, mit der Längsachse des Gerüstelementkörpers einschließen. Die Längsachse des Vorsprungs kann einen Winkel von 90°± 30°, insbesondere einen Winkel von 90°± 20°, vorzugsweise einen Winkel von 90°± 10°, mit der Längsachse des Beabstandungsabschnitts einschließen.The spacer portion is preferably L-shaped together with the projection. The longitudinal axis of the spacer section can enclose an angle of 90°±30°, in particular an angle of 90°±20°, preferably an angle of 90°±10°, with the longitudinal axis of the framework element body. The longitudinal axis of the projection can enclose an angle of 90°±30°, in particular an angle of 90°±20°, preferably an angle of 90°±10°, with the longitudinal axis of the spacer section.

In besonders bevorzugter Ausgestaltung des Gerüstelements ist der Vorsprung starr relativ zum Gerüstelementkörper ausgebildet.In a particularly preferred embodiment of the framework element, the projection is rigid relative to the framework element body.

Das erste Verbindungselement kann massiv und/oder einstückig ausgebildet sein. Das erste Verbindungselement ist vorzugsweise an seiner dem Gerüstelementkörper abgewandten Seite abgeflacht oder abgerundet ausgebildet, um das Verschwenken des Gerüstelements zu erleichtern.The first connecting element can be solid and/or designed in one piece. The first connecting element is preferably flattened or rounded on its side facing away from the body of the scaffolding element in order to facilitate pivoting of the scaffolding element.

Der Beabstandungsabschnitt kann zur weiter erleichterten Fertigung bei gleichzeitig hoher Stabilität des Gerüstelements bolzenförmig ausgebildet sein. Die Fertigung wird weiter vereinfacht, wenn das erste Verbindungselement einen am Beabstandungsabschnitt angeformten U-förmigen Abschnitt aufweist.The spacer section can be designed in the shape of a bolt to further simplify production while at the same time providing high stability of the framework element. Manufacture is further simplified if the first connecting element has a U-shaped section molded onto the spacing section.

Das erste Verbindungselement weist vorzugsweise eine quaderförmige Außenkontur auf, die ein Verdrehen des ersten Verbindungselementes verhindert. Der U-förmige Abschnitt des ersten Verbindungselements ist bevorzugt in einem U-förmigen Abschnitt des Gerüstelementkörpers aufgenommen.The first connecting element preferably has a cuboid outer contour which prevents twisting of the first connecting element. The U-shaped section of the first connecting element is preferably accommodated in a U-shaped section of the skeletal element body.

Das Gerüstelement weist erfindungsgemäß im Bereich des ersten Verbindungselements ein zweites Verbindungselement am Gerüstelementkörper auf. Hierdurch können verschieden weit voneinander beabstandete Abschnitte des Gerüst-Teils mittels des Gerüstelements verbunden werden.According to the invention, the framework element has a second connection element on the body of the framework element in the region of the first connection element. As a result, sections of the framework part that are spaced apart by different distances can be connected by means of the framework element.

Die Fertigung des Gerüstelements ist signifikant erleichtert, da erfindungsgemäß das zweite Verbindungselement und das erste Verbindungselement gleich ausgebildet sind. Am zweiten Ende des Gerüstelements kann am Gerüstelementkörper ein Sicherungselement zur Anbindung des Gerüstelements an eine zweite Vorsprungs-Ausnehmung angeordnet oder ausgebildet sein. Das Sicherungselement ist vorzugsweise bewegbar relativ zum Gerüstelementkörper ausgebildet.The manufacture of the scaffolding element is made significantly easier because, according to the invention, the second connecting element and the first connecting element are of identical design. At the second end of the framework element, a securing element for connecting the framework element to a second projection recess can be arranged or formed on the body of the framework element. The securing element is preferably designed to be movable relative to the framework element body.

Das Gerüstelement kann weiterhin einen Sicherungsbolzen, insbesondere in Form eines Steckbolzens, aufweisen, an dem vorzugsweise das Sicherungselement, insbesondere verschwenkbar, angeordnet ist. Der Sicherungsbolzen kann zur zumindest teilweisen Einführung in eine zweite Vorsprungs-Ausnehmung eines Gerüstbauteils ausgebildet sein, um das Gerüstelement verdrehsicher montiert zu halten.The framework element can also have a safety bolt, in particular in the form of a socket bolt, on which the safety element is preferably arranged, in particular in a pivotable manner. The safety bolt can be designed for at least partial insertion into a second projection recess of a scaffolding component in order to keep the scaffolding element mounted in a torsion-proof manner.

Das Gerüstelement kann im Bereich des Sicherungsbolzens einen weiteren Sicherungsbolzen aufweisen, an dem vorzugsweise ein weiteres Sicherungselement, insbesondere verschwenkbar, angeordnet ist. Der weitere Sicherungsbolzen kann zur zumindest teilweisen Einführung in eine zweite Vorsprungs-Ausnehmung eines Gerüstbauteils ausgebildet sein. Mittels des zweiten Sicherungsbolzens können noch mehr unterschiedliche Abstände bzw. Längen mit einem Gerüstelement abgedeckt werden.In the area of the safety bolt, the scaffolding element can have a further safety bolt, on which another safety element is preferably arranged, in particular pivotably. The additional safety bolt can be designed for at least partial introduction into a second projection recess of a scaffolding component. Using the second safety bolt, even more different distances or lengths can be covered with one scaffolding element.

Die erfindungsgemäße Aufgabe wird weiterhin gelöst durch ein Gerüst-Teil mit einem Gerüstbauteil, einer ersten Vorsprungs-Ausnehmung und einem zuvor beschriebenen Gerüstelement, wobei das Gerüstelement so an der ersten Vorsprungs-Ausnehmung montiert ist, dass der Vorsprung des ersten Verbindungselements den Rand der ersten Vorsprungs-Ausnehmung hintergreift. In weiter bevorzugter Ausgestaltung des Gerüst-Teils ist die erste Vorsprungs-Ausnehmung in einem Gerüstbauteil vorgesehen, das in Form eines Horizontalverbinders, d.h. eines horizontal anordenbaren bzw. angeordneten Gerüstriegels, ausgebildet ist.The object according to the invention is further achieved by a scaffolding part with a scaffolding component, a first protrusion recess and a scaffolding element as described above, the scaffolding element being mounted on the first protrusion recess in such a way that the protrusion of the first connecting element overlaps the edge of the first protrusion -Recess behind. In a further preferred embodiment of the scaffolding part, the first projection recess is provided in a scaffolding component which is designed in the form of a horizontal connector, i.e. a scaffolding beam that can be or is arranged horizontally.

Die erfindungsgemäße Aufgabe wird weiterhin gelöst durch ein Verfahren zur Montage eines zuvor beschriebenen Gerüstelements an einem Gerüstbauteil gemäß Anspruch 12, mit den Verfahrensschritten:

  1. A) Einführen eines ersten Vorsprungs des Gerüstelements in eine erste Vorsprungs-Ausnehmung des Gerüstbauteils;
  2. B) Schwenken des Gerüstelements um die Längsachse des Gerüstelementkörpers oder um eine Achse parallel zum Gerüstelementkörper, sodass der erste Vorsprung den Rand der ersten Vorsprungs-Ausnehmung zumindest abschnittsweise hintergreift.
The object according to the invention is also achieved by a method for mounting a scaffolding element as described above on a scaffolding component according to claim 12, with the method steps:
  1. A) inserting a first projection of the framework element into a first projection recess of the framework component;
  2. B) Pivoting the framework element about the longitudinal axis of the framework element body or about an axis parallel to the framework element body, so that the first projection engages behind the edge of the first projection recess at least in sections.

Das Verfahren weist insbesondere folgenden Verfahrensschritt auf:
C) Verschwenken des Gerüstelements um die Längsachse des Beabstandungsabschnitts.
In particular, the method has the following method step:
C) Pivoting the framework element about the longitudinal axis of the spacing section.

Das Verfahren weist bevorzugt weiterhin folgenden Verfahrensschritt auf:
D) Einführen eines Sicherungselements in eine zweite Vorsprungs-Ausnehmung des Gerüst-Teils, um das Gerüstelement beidenends anzubinden und das Gerüstelement um ein Verschwenken um seine Längsachse oder eine Achse parallel zu seiner Längsachse zu sichern.
The method preferably also has the following method step:
D) inserting a securing member into a second projection recess of the skeleton member to tie the skeleton member at both ends and secure the skeleton member from pivoting about its longitudinal axis or an axis parallel to its longitudinal axis.

Weitere Merkmale und Vorteile der Erfindung ergeben sich aus der nachfolgenden detaillierten Beschreibung erfindungsgemäßer und nicht erfindungsgemäßer Ausführungsbeispiele, anhand der Figuren der Zeichnung, die manche erfindungswesentliche Einzelheiten zeigt sowie aus den Patentansprüchen. Die Erfindung ist dabei nur durch die Patentansprüche definiert.Further features and advantages of the invention result from the following detailed description of inventive and non-inventive exemplary embodiments, using the figures of the drawing, which shows some details that are essential to the invention, and from the patent claims. The invention is only defined by the patent claims.

Die in der Zeichnung dargestellten Merkmale sind nicht notwendigerweise maßstäblich zu verstehen und derart dargestellt, dass die erfindungsgemäßen Besonderheiten deutlich sichtbar gemacht werden können.The features illustrated in the drawing are not necessarily to be understood to scale and are illustrated in such a way that the special features according to the invention can be made clearly visible.

Es zeigen:

Fig. 1a
eine isometrische Ansicht eines nicht erfindungsgemäßen ersten Gerüst-Teils mit einem nicht erfindungsgemäßen ersten Gerüstelement;
Fig. 1b
eine vergrößerte Teilansicht des ersten Gerüst-Teils aus Fig. 1a, die das Befestigen des ersten Gerüstelements an seinem ersten Ende darstellt;
Fig. 1c
eine isometrische Ansicht des nicht erfindungsgemäßen ersten Gerüstelements in Alleinstellung, wobei das erste Gerüstelement einen Gerüstelementkörper, einenends ein erstes Verbindungselement und anderenends ein Sicherungselement aufweist;
Fig. 1d
eine vergrößerte Teilansicht des ersten Gerüst-Teils aus Fig. 1c im Bereich des ersten Verbindungselements;
Fig. 1e
eine Draufsicht auf das erste nicht erfindungsgemäße Gerüst-Teil mit vollständig montiertem nicht erfindungsgemäßen ersten Gerüstelement;
Fig. 1f
eine vergrößerte teilweise Schnittansicht des ersten Gerüst-Teils gemäß Fig. 1e im Bereich der Linie F-F;
Fig. 2a
eine isometrische Teilansicht eines zweiten erfindungsgemäßen Gerüstelements im Bereich des ersten Verbindungselements, wobei das zweite Gerüstelement im Bereich des ersten Verbindungselements ein zweites Verbindungselement aufweist;
Fig. 2b
eine Draufsicht auf ein Gerüstbauteil mit mehreren Ausnehmungen zur Anordnung mehrerer Gerüstelemente; und
Fig. 2c
eine Draufsicht auf ein zweites Gerüst-Teil mit dem Gerüstbauteil gemäß Fig. 2b und zwei daran angeordneten Gerüstelementen.
Show it:
Fig. 1a
an isometric view of a first framework part not according to the invention with a first framework element not according to the invention;
Fig. 1b
an enlarged partial view of the first framework part Fig. 1a 12 showing the fastening of the first scaffold member at its first end;
1c
an isometric view of the first scaffolding element not according to the invention on its own, the first scaffolding element having a scaffolding element body, a first connecting element at one end and a securing element at the other end;
Fig. 1d
an enlarged partial view of the first framework part 1c in the area of the first connecting element;
Fig. 1e
a plan view of the first scaffold part not according to the invention with fully assembled first scaffold element not according to the invention;
1f
an enlarged partial sectional view of the first skeleton part according to FIG Fig. 1e in the area of line FF;
Figure 2a
an isometric partial view of a second framework element according to the invention in the region of the first connecting element, the second framework element having a second connecting element in the region of the first connecting element;
Figure 2b
a plan view of a scaffolding component with a plurality of recesses for arranging a plurality of scaffolding elements; and
Figure 2c
a top view of a second scaffolding part with the scaffolding component according to FIG Figure 2b and two scaffolding elements arranged thereon.

Fig. 1a zeigt ein Gerüst-Teil 10 mit vertikalen Gerüststielen 12a, 12b, 12c, 12d. Die Gerüststiele 12a-12d sind mittels Gerüstbauteilen 14a, 14b, hier in Form von Horizontalriegeln, verbunden. Das Gerüstbauteil 14a und das Gerüstbauteil 14b sind insbesondere gleich ausgebildet. Die Gerüstbauteile 14a, 14b sind dabei in, hier rosettenförmige, Anschlussplatten 16a, 16b, 16c, 16d eingesteckt. Die Anschlussplatten 16a-16d sind mit den Gerüststielen 12a-12d verbunden, insbesondere an die Gerüststiele 12a-12d geschweißt. Fig. 1a shows a scaffolding part 10 with vertical scaffolding posts 12a, 12b, 12c, 12d. The scaffolding posts 12a-12d are connected by means of scaffolding components 14a, 14b, here in the form of horizontal bars. The framework component 14a and the framework component 14b are in particular of the same design. The framework components 14a, 14b are inserted into connection plates 16a, 16b, 16c, 16d , which are rosette-shaped here. The connecting plates 16a-16d are connected to the scaffolding posts 12a-12d, in particular welded to the scaffolding posts 12a-12d.

Zur Versteifung des Gerüst-Teils 10 ist ein Gerüstelement 18 vorgesehen. Das Gerüstelement 18 ist zur Anbindung seiner beiden Enden an die Gerüstbauteile 14a, 14b ausgebildet. Zur Anbindung des Gerüstelements 18 weist das Gerüstbauteil 14a eine erste Vorsprungs-Ausnehmung 20 und das Gerüstbauteil 14b eine zweite Vorsprungs-Ausnehmung 22 auf.A framework element 18 is provided to reinforce the framework part 10 . The framework element 18 is designed to connect its two ends to the framework components 14a, 14b. In order to connect the framework element 18 , the framework component 14a has a first projection recess 20 and the framework component 14b has a second projection recess 22 .

Fig. 1b zeigt das Gerüst-Teil 10 im Bereich der ersten Vorsprungs-Ausnehmung 20. Aus Fig. 1b ist ersichtlich, dass das Gerüstelement 18 einen Vorsprung 24 aufweist, der bei der Montage des Gerüstelements 18 den Rand 26 der ersten Vorsprungs-Ausnehmung 20 abschnittsweise hintergreift. Wie durch einen Pfeil 28 angedeutet, erfolgt bei der Montage des Gerüstelements 18 eine Schwenkbewegung des Gerüstelements 18, um den Vorsprung 24 in die erste Vorsprungs-Ausnehmung 20 einzuführen und anschließend das Verhaken des Vorsprungs 24 am Rand 26 zu erreichen. Fig. 1b shows the framework part 10 in the area of the first projection recess 20. From Fig. 1b It can be seen that the framework element 18 has a projection 24 which, when the framework element 18 is assembled, reaches behind the edge 26 of the first projection recess 20 in sections. As indicated by an arrow 28 , during assembly of the framework element 18 a pivoting movement of the framework element 18 takes place in order to insert the projection 24 into the first projection recess 20 and then to achieve the hooking of the projection 24 on the edge 26 .

Der Vorsprung 24 ist Teil eines ersten Verbindungselements 30. Das erste Verbindungselement 30 ist massiv ausgebildet und weist vorzugsweise einen U-förmigen Endabschnitt 32 auf. Der U-förmige Endabschnitt 32 des ersten Verbindungselements 30 ist in einen U-förmigen Endabschnitt 34 eines Gerüstelementkörpers 36 des Gerüstelements 18 eingepasst. Hierdurch wird eine besonders feste, insbesondere drehfeste, aber einfach zu fertigende Verbindung zwischen dem ersten Verbindungselement 30 und dem Gerüstelementkörper 36 geschaffen.The projection 24 is part of a first connecting element 30. The first connecting element 30 is solid and preferably has a U-shaped end section 32 . The U-shaped end portion 32 of the first connecting member 30 is fitted into a U-shaped end portion 34 of a skeletal member body 36 of the skeletal member 18 . In this way, a particularly strong, in particular non-rotatable, but easy-to-manufacture connection is created between the first connecting element 30 and the scaffolding element body 36 .

Fig. 1c zeigt das Gerüstelement 18 mit dem ersten Verbindungselement 30 und einem Sicherungselement 38. Das Sicherungselement 38 ist mittelbar oder unmittelbar an einem Endbereich des Gerüstelementkörpers 36 angeordnet oder ausgebildet, der dem Endbereich des Gerüstelementkörpers 36 mit dem ersten Verbindungselement 30 entgegengesetzt liegt. Das Sicherungselement 38 ist im vorliegenden Fall bewegbar, hier schwenkbar, an einem Sicherungsbolzen 40 angeordnet. Der Sicherungsbolzen 40 kann einen beliebigen Querschnitt, beispielsweise einen mehreckigen Querschnitt, aufweisen. Vorzugsweise weist der Sicherungsbolzen einen kreisförmigen oder ellipsenförmigen Querschnitt auf. Der Sicherungsbolzen 40 kann massiv ausgebildet sein. 1c shows the scaffolding element 18 with the first connecting element 30 and a securing element 38. The securing element 38 is arranged or formed directly or indirectly on an end region of the scaffolding element body 36, which connects to the end region of the scaffolding element body 36 with the first Connecting element 30 is opposite. In the present case, the securing element 38 can be moved, pivoted here, and is arranged on a securing bolt 40 . The safety bolt 40 can have any desired cross section, for example a polygonal cross section. The safety bolt preferably has a circular or elliptical cross-section. The securing bolt 40 can be solid.

Fig. 1d zeigt den in Fig. 1b kreisförmig umrandeten Teil des Gerüstelements 18. Fig. 1d verdeutlicht die fingerförmige Ausbildung des ersten Verbindungselements 30 im Bereich des Vorsprungs 24. Der Vorsprung 24 ist durch einen Beabstandungsabschnitt 42 vom Gerüstelementkörper 36 beabstandet. Fig. 1d shows the in Fig. 1b Circular framed part of the framework element 18. Fig. 1d 12 illustrates the finger-shaped configuration of the first connecting element 30 in the region of the projection 24. The projection 24 is spaced from the framework element body 36 by a spacer section 42 .

Die Längsachse 44 des Beabstandungsabschnitts 42 schneidet die Längsachse 46 des Vorsprungs 24 in einem Winkel von 90°±30°, insbesondere in einem Winkel von 90°±20°, vorzugsweise in einem Winkel von 90°±10°. Die Längsachse 44 des Beabstandungsabschnitts 42 schneidet weiterhin die Längsachse 48 des Gerüstelementkörpers 36 in einem Winkel von 90°±30°, insbesondere in einem Winkel von 90°±20°, vorzugsweise in einem Winkel von 90°±10°.The longitudinal axis 44 of the spacing section 42 intersects the longitudinal axis 46 of the projection 24 at an angle of 90°±30°, in particular at an angle of 90°±20°, preferably at an angle of 90°±10°. The longitudinal axis 44 of the spacing section 42 also intersects the longitudinal axis 48 of the framework element body 36 at an angle of 90°±30°, in particular at an angle of 90°±20°, preferably at an angle of 90°±10°.

Aus Fig. 1d ist weiterhin ersichtlich, dass der Gerüstelementkörper 36 vorzugsweise eine erste Ausnehmung 50 aufweist, die von dem ersten Verbindungselement 30 durchgriffen wird.Out of Fig. 1d It can also be seen that the scaffolding element body 36 preferably has a first recess 50 through which the first connecting element 30 passes.

Fertigung und Montage des Gerüstelements 18 werden erleichtert, wenn der Gerüstelementkörper 36 spiegelsymmetrisch zu einer mittigen Spiegelebene S (siehe Fig. 1c) ausgebildet ist, die sich senkrecht zur Längsachse 48 des Gerüstelementkörpers 36 erstreckt.Manufacture and assembly of the framework element 18 are facilitated if the framework element body 36 is mirror-symmetrical to a central mirror plane S (see 1c ) is formed, which extends perpendicularly to the longitudinal axis 48 of the framework element body 36 .

Fig. 1e zeigt das Gerüst-Teil 10 (vgl. Fig. 1a) mit vollständig montiertem Gerüstelement 18. Das erste Verbindungselement 30 (siehe Fig. 1d) des Gerüstelements 18 ist dabei zumindest abschnittsweise in die erste Vorsprungs-Ausnehmung 20 (siehe Fig. 1a) eingeführt worden und hintergreift den Rand 26 (siehe Fig. 1b) des Gerüstbauteils 14a (siehe Fig. 1a). Weiterhin ist das Gerüstelement 18 um die Längsachse 44 des Beabstandungsabschnitts 42 verschwenkt worden. Schließlich ist das Sicherungselement 38 (siehe Fig. 1c) durch die zweite Vorsprungs-Ausnehmung 22 (siehe Fig. 1a) geführt worden und hintergreift den Rand des Gerüstbauteils 14b (siehe Fig. 1a) im Bereich der zweiten Vorsprungs-Ausnehmung 22 (siehe Fig. 1a). Fig. 1e shows the framework part 10 (cf. Fig. 1a ) with fully assembled scaffold element 18. The first connecting element 30 (see Fig. 1d ) of the framework element 18 is at least partially inserted into the first projection recess 20 (see Fig. 1a ) has been introduced and engages behind the edge 26 (please refer Fig. 1b ) of the framework component 14a (see Fig. 1a ). Furthermore, the framework element 18 has been pivoted about the longitudinal axis 44 of the spacing section 42 . Finally, the securing element 38 (see 1c ) through the second projection recess 22 (see Fig. 1a ) has been guided and engages behind the edge of the scaffolding component 14b (see Fig. 1a ) in the area of the second projection recess 22 (see Fig. 1a ).

Das Gerüstelement 18 ist in Form einer Gerüstdiagonalen ausgebildet. Fig. 1f zeigt das Gerüst-Teil 10 gemäß Fig. 1e im Bereich der Line F-F. Aus Fig. 1f ist ersichtlich, dass im montierten Zustand des ersten Verbindungselements 30 die lichte Weite der ersten Vorsprungs-Ausnehmung 20 mit einer Spielpassung der (Querschnitts-) Dicke des ersten Verbindungselements 30 im Bereich der ersten Vorsprungs-Ausnehmung 20 entspricht.The framework element 18 is designed in the form of a framework diagonal. 1f shows the framework part 10 according to FIG Fig. 1e in the area of Line FF. Out of 1f It can be seen that in the installed state of the first connecting element 30 the clear width of the first projection recess 20 corresponds with a loose fit to the (cross-sectional) thickness of the first connecting element 30 in the area of the first projection recess 20 .

Im Übergangsbereich zwischen dem Vorsprung 24 und dem Beabstandungsabschnitt 42 weist das Verbindungselement 30 einen abgerundeten oder abgeflachten Bereich 52 auf. Hierdurch wird das Einschwenken bzw. Ausschwenken des Gerüstelements 18 zu dessen Montage bzw. Demontage am bzw. vom Gerüstbauteil 14a erleichtert.In the transition area between the projection 24 and the spacing section 42 the connecting element 30 has a rounded or flattened area 52 . This facilitates pivoting in or out of the scaffolding element 18 for its assembly or disassembly on or from the scaffolding component 14a.

Fig. 2a zeigt eine weitere Ausführungsform eines Teils eines Gerüstelements 18a. Das Gerüstelement 18a weist in einem Endbereich des Gerüstelements 18a ein erstes Verbindungselement 30 und ein zweites Verbindungselement 54 auf. Das zweite Verbindungselement 54 ist parallel zur Längsachse 48 eines Gerüstelementkörpers 36 des Gerüstelements 18a versetzt zum ersten Verbindungselement 30 am Gerüstelementkörper 36 angeordnet oder ausgebildet. Der Gerüstelementkörper 36 weist vorzugsweise eine zweite Ausnehmung 56 auf, die vom zweiten Verbindungselement 54 durchgriffen wird. Das erste Verbindungselement 30 und das zweite Verbindungselement 54 sind gleich ausgebildet. Das Gerüstelement 18a kann wahlweise mittels des ersten Verbindungselements 30 oder des zweiten Verbindungselements 54 an ein Gerüstbauteil 14a (vgl. Fig. 1a) angebunden werden, sodass auf einfache Art und Weise verschiedene effektive Verbindungslängen des Gerüstelements 18a erzielbar sind. Figure 2a shows a further embodiment of a part of a framework element 18a. The framework element 18a has a first connecting element 30 and a second connecting element 54 in an end region of the framework element 18a. The second connecting element 54 is arranged or formed parallel to the longitudinal axis 48 of a framework element body 36 of the framework element 18a offset to the first connecting element 30 on the framework element body 36 . The scaffolding element body 36 preferably has a second recess 56 through which the second connecting element 54 passes. The first connecting element 30 and the second connecting element 54 are of identical design. The scaffolding element 18a can be attached to a scaffolding component 14a (cf. Fig. 1a ) are connected, so that in a simple way and Way different effective connection lengths of the framework element 18a can be achieved.

Fig. 2b zeigt ein Gerüstbauteil 14a. Das Gerüstbauteil 14a gemäß Fig. 2b entspricht dem Gerüstbauteil 14a gemäß Fig. 1a. Allerdings weist das Gerüstbauteil 14a gemäß Fig. 2b in zumindest einem Endbereich, insbesondere in seinen beiden Endbereichen, jeweils mehr als eine erste Vorsprungs-Ausnehmung 20a, 20b, 20c, 20d, 20e, 20f, insbesondere in jedem Endbereich jeweils genau drei Vorsprungs-Ausnehmungen 20a-20f auf. Figure 2b shows a scaffolding component 14a. The framework component 14a according to Figure 2b corresponds to the scaffolding component 14a according to Fig. 1a . However, the scaffolding component 14a according to Figure 2b in at least one end area, in particular in its two end areas, in each case more than one first projection recess 20a, 20b, 20c, 20d, 20e, 20f, in particular in each end area exactly three projection recesses 20a-20f.

Fig. 2c zeigt ein Gerüst-Teil 10 mit dem Gerüstbauteil 14a gemäß Fig. 2b. Das Gerüst-Teil 10 weist weiterhin ein Gerüstbauteil 14b auf. Das Gerüstbauteil 14a und das Gerüstbauteil 14b sind insbesondere gleich ausgebildet. Das Gerüstbauteil 14b weist mehrere zweite Vorsprungs-Ausnehmungen 22a, 22b, 22c, 22d, 22e, 22f auf. Die ersten Vorsprungs-Ausnehmungen 20a-20f ermöglichen zusammen mit den zweiten Vorsprungs-Ausnehmungen 22a-22f die Verbindung der Gerüstbauteile 14a, 14b durch parallele Gerüstelemente 18a, 18b. Die Gerüstelemente 18a, 18b sind vorzugsweise gleich ausgebildet. Das Gerüst-Teil 10 wird hierdurch besonders stabil ausgebildet. Figure 2c shows a framework part 10 with the framework component 14a according to FIG Figure 2b . The framework part 10 also has a framework component 14b . The scaffolding component 14a and the scaffolding component 14b are in particular of the same design. The framework component 14b has a plurality of second projection recesses 22a, 22b, 22c, 22d, 22e, 22f . The first projection recesses 20a-20f, together with the second projection recesses 22a-22f, enable the connection of the framework components 14a, 14b by means of parallel framework elements 18a, 18b. The framework elements 18a, 18b are preferably of identical design. As a result, the framework part 10 is particularly stable.

Bei der Verwendung zweier paralleler Gerüstelemente 18a, 18b werden vorzugsweise die äußeren Vorsprungs-Ausnehmungen 20a, 20c, 22d, 22f bzw. 20d, 20f, 22a, 22c von den Gerüstelementen 18a, 18b belegt. Hierdurch ist rückseitig ein weiteres Gerüstelement 18 (in Fig. 2c nicht gezeigt) in den Vorsprungs-Ausnehmungen 20b, 22e bzw. 20e, 22b montierbar. Bei der Verwendung eines einzelnen Gerüstelements 18 (in Fig. 2c nicht gezeigt), wird dieses vorzugsweise in den mittleren Vorsprungs-Ausnehmungen 20b, 22e bzw. 20e, 22b montiert.When using two parallel framework elements 18a, 18b, the outer projection recesses 20a, 20c, 22d, 22f or 20d, 20f, 22a, 22c are preferably occupied by the framework elements 18a, 18b. As a result, another framework element 18 (in Figure 2c not shown) can be mounted in the projection recesses 20b, 22e or 20e, 22b. When using a single scaffold member 18 (in Figure 2c not shown), this is preferably mounted in the central projection recesses 20b, 22e or 20e, 22b.

Das Gerüstelement 18, 18a, 18b kann einenends mittels eines ersten Verbindungselements 30 durch Schwenken des Gerüstelements 18, 18a, 18b um seine Längsachse 48 oder um eine Achse, die sich im Wesentlichen parallel zu seiner Längsachse 48 erstreckt, an einer ersten Vorsprungs-Ausnehmung 20, 20a-20f eines Gerüstbauteils 14a, 14b verhakt werden. Anderenends kann das Gerüstelement 18, 18a, 18b einen Sicherungsbolzen 40 aufweisen, der in eine zweite Vorsprungs-Ausnehmung 22, 22a-22f eines Gerüstbauteils 14a, 14b einführbar ist, um eine Verschwenkbarkeit des Gerüstelements 18, 18a, 18b um seine Längsachse 48 bzw. eine Achse parallel zu seiner Längsachse 48 zu unterbinden. Der Sicherungsbolzen 40 kann insbesondere durch ein Sicherungselement 38 an dem Gerüstbauteil 14a, 14b gesichert werden. Das erste Verbindungselement 30 kann insbesondere hakenförmig ausgebildet sein, wobei ein Vorsprung 24 am freien Ende des ersten Verbindungselements 30 den Rand 26 der ersten Vorsprungs-Ausnehmung 20, 20a-20f hintergreifen kann. Zwischen dem Vorsprung 24 und einem Gerüstelementkörper 36 kann ein Beabstandungsabschnitt 42 vorgesehen sein, der sich von der Längsrichtung des Gerüstelementkörpers 36 weg erstreckt. Der Vorsprung 24 kann sich in rechtwinklig ±20°, insbesondere rechtwinklig ±10°, vorzugsweise rechtwinklig ±5° vom Beabstandungsabschnitt 42 weg erstrecken.The framework element 18, 18a, 18b can be passed through at one end by means of a first connecting element 30 Pivoting of the scaffolding element 18, 18a, 18b about its longitudinal axis 48 or about an axis which extends essentially parallel to its longitudinal axis 48, can be hooked to a first projection recess 20, 20a-20f of a scaffolding component 14a, 14b. At the other end, the scaffolding element 18, 18a, 18b can have a securing bolt 40, which can be inserted into a second projection recess 22, 22a-22f of a scaffolding component 14a, 14b, in order to prevent the scaffolding element 18, 18a, 18b from pivoting about its longitudinal axis 48 or to prevent an axis parallel to its longitudinal axis 48. The securing bolt 40 can be secured in particular by a securing element 38 on the scaffolding component 14a, 14b. The first connecting element 30 can in particular be hook-shaped, with a projection 24 on the free end of the first connecting element 30 being able to engage behind the edge 26 of the first projection recess 20, 20a-20f. A spacer portion 42 extending away from the longitudinal direction of the skeleton element body 36 may be provided between the projection 24 and a skeletal element body 36 . The projection 24 can extend away from the spacing section 42 at right angles of ±20°, in particular at right angles of ±10°, preferably at right angles of ±5°.

Claims (12)

  1. Bar-shaped scaffolding element (18a) in the form of a scaffolding diagonal for attachment to a first projection recess (20, 20a-20f) of a scaffolding part (14a, 14b), wherein the scaffolding element (18a) comprises the following:
    a) a scaffolding element body (36) that extends in an elongate manner;
    b) a first connection element (30) that is arranged or formed in the region of a first end of the scaffolding element (18a) and comprises a projection (24);
    wherein the longitudinal axis (46) of the projection (24) extends transversely to the longitudinal axis (48) of the scaffolding element body (36) such that the projection (24) by pivoting of the scaffolding element body (36) about the longitudinal axis (48) thereof or about an axis in parallel with the longitudinal axis (48) thereof, in order to insert the projection (24) into the first projection recess (20, 20a, 20f), and subsequently achieve hooking of the projection (24) on an edge (26) of the first projection recess (20, 20a-20f), can engage behind the edge (26) of the first projection recess (20, 20a-20f), in order to assemble the scaffolding element (18a) on the scaffolding part (10), characterized in that the scaffolding element (18a) comprises a second connection element (54) in the region of the first connection element (30) on the scaffolding element body (36), in order to be able to interconnect portions of the scaffolding part (10), at different spacings from one another, to the scaffolding element (18a), wherein the second connection element (54) and the first connection element (30) are designed identically.
  2. Scaffolding element according to claim 1, wherein the longitudinal axis (46) of the projection (24) extends so as to be offset and at an angle of 90°± 30° with respect to the longitudinal axis (48) of the scaffolding element body (36).
  3. Scaffolding element according to either claim 1 or claim 2, wherein a spacing portion (42) of the first connection element (30), together with the projection (24), is designed to be L-shaped.
  4. Scaffolding element according to claim 3, wherein the first connection element (30) comprises a flattened or rounded region (52) in the region of the transition from the spacing portion (42) to the projection (24), in order to facilitate the pivoting of the scaffolding element (18a).
  5. Scaffolding element according to claim 3 or claim 4, wherein the spacing portion (42) is formed in a bolt-like manner.
  6. Scaffolding element according to any of the preceding claims, wherein the first connection element (30) has an outer contour which, owing to its interlocking fit with the scaffolding element body (36), is connected to the scaffolding element body (36) in a non-rotatable manner.
  7. Scaffolding element according to any of the preceding claims, wherein the scaffolding element body (36) has a U-shaped cross section in the region of the first connection element (30).
  8. Scaffolding element according to any of the preceding claims, wherein the scaffolding element (18a) comprises a movable securing element (38) for attachment of the scaffolding element (18a) to a second projection recess (22, 22a-22f) of the scaffolding part (10), in the region of the second end thereof that is opposite the first end.
  9. Scaffolding element according to any of the preceding claims, wherein the scaffolding element (18a) comprises a safety bolt (40) which can be inserted into a second projection recess (22, 22a-22f) of the scaffolding part (10), in order to prevent pivotability of the scaffolding element (18a) about the longitudinal axis (48) thereof or about an axis in parallel with the longitudinal axis (48) thereof.
  10. Scaffolding part (10) comprising a scaffolding component (14a, 14b) having a first projection-recess (20, 20a-20f) and a scaffolding element (18a) according to any of the preceding claims, wherein the projection (24) of the first connection element (30) engages behind the edge (26) of the first projection recess (20, 20a-20f).
  11. Scaffolding part according to claim 10, wherein the first projection recess (20, 20a-20f) is formed in a scaffolding component (14a, 14b) in the form of a horizontal connector.
  12. Method for assembling a scaffolding element (18a) according to any of claims 1 to 9 on a scaffolding component (14a, 14b), comprising the method steps:
    A) inserting a first projection (24) of the scaffolding element (18a) into a first projection recess (20, 20a-20f) of the scaffolding component (14a, 14b);
    B) pivoting of the scaffolding element (18a) about the longitudinal axis (48) of the scaffolding element body (36) or about an axis in parallel with the longitudinal axis (48) of the scaffolding element body such that the first projection (24) engages at least in portions behind the edge (26) of the first projection recess (20, 20a-20f).
EP18774038.6A 2017-09-25 2018-09-24 Pole-shaped scaffolding element, scaffolding part having a scaffolding element of this kind and method for mounting a scaffolding element of this kind Active EP3688250B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102017216889.7A DE102017216889A1 (en) 2017-09-25 2017-09-25 Bar-shaped scaffolding element, scaffolding part with such a scaffolding element and method for mounting such a scaffolding element
PCT/EP2018/075758 WO2019057957A1 (en) 2017-09-25 2018-09-24 Pole-shaped scaffolding element, scaffolding part having a scaffolding element of this kind and method for mounting a scaffolding element of this kind

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EP3688250A1 EP3688250A1 (en) 2020-08-05
EP3688250B1 true EP3688250B1 (en) 2022-06-08

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EP18774038.6A Active EP3688250B1 (en) 2017-09-25 2018-09-24 Pole-shaped scaffolding element, scaffolding part having a scaffolding element of this kind and method for mounting a scaffolding element of this kind

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EP (1) EP3688250B1 (en)
CN (1) CN111183263B (en)
DE (1) DE102017216889A1 (en)
ES (1) ES2922168T3 (en)
PL (1) PL3688250T3 (en)
WO (1) WO2019057957A1 (en)

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ES2597430B1 (en) * 2015-07-17 2017-07-04 Sistemas Técnicos De Encofrados, S.A. Diagonal reinforcement, for support structures for floor formwork and assembly procedure

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CN111183263A (en) 2020-05-19
ES2922168T3 (en) 2022-09-09
WO2019057957A1 (en) 2019-03-28
PL3688250T3 (en) 2022-08-16
EP3688250A1 (en) 2020-08-05
DE102017216889A1 (en) 2019-03-28
CN111183263B (en) 2022-06-07

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