EP2980333A1 - Élement de structure, en particulier pour un echafaudage - Google Patents

Élement de structure, en particulier pour un echafaudage Download PDF

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Publication number
EP2980333A1
EP2980333A1 EP15178798.3A EP15178798A EP2980333A1 EP 2980333 A1 EP2980333 A1 EP 2980333A1 EP 15178798 A EP15178798 A EP 15178798A EP 2980333 A1 EP2980333 A1 EP 2980333A1
Authority
EP
European Patent Office
Prior art keywords
railing
spar
scaffolding
vertical
arbor
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.)
Granted
Application number
EP15178798.3A
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German (de)
English (en)
Other versions
EP2980333B1 (fr
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.)
Wilhelm Layher Verwaltungs GmbH
Original Assignee
Wilhelm Layher Verwaltungs GmbH
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 Wilhelm Layher Verwaltungs GmbH filed Critical Wilhelm Layher Verwaltungs GmbH
Priority to PL15178798T priority Critical patent/PL2980333T3/pl
Publication of EP2980333A1 publication Critical patent/EP2980333A1/fr
Application granted granted Critical
Publication of EP2980333B1 publication Critical patent/EP2980333B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04G5/14Railings
    • E04G5/145Toe boards therefor
    • 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
    • E04G5/06Consoles; Brackets
    • E04G5/061Consoles; Brackets specially adapted for attachment to scaffolds
    • 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
    • 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
    • E04G5/001Safety or protective measures against falling down relating to scaffoldings

Definitions

  • the present invention relates to a scaffolding element, which can be used, for example, to build a scaffolding or the like.
  • protective nets or protective grids For scaffolding, there is a general requirement that protective nets or protective grids must be installed in an upper area near the roof of a building, for example, to prevent the workers from falling or objects from falling.
  • roof scaffoldings For this purpose, it is known to design such scaffolding in its upper region as so-called roof scaffoldings.
  • protective nets can be attached to interconnected vertical beams of scaffolding elements and to substantially horizontally extending railing elements by threading or by Gurtschnellver say.
  • a scaffolding element in particular for a scaffolding, comprising a substantially vertically oriented vertical spar, a substantially horizontally oriented, extending from the vertical spar away horizontal spar and on the vertical spar above the horizontal spar at least one railing element arbor.
  • a railing element can be coupled to the scaffold element by being plugged onto an arbor. Since the at least one railing element arbor is located in scaffolding integrated scaffolding element on the horizontal spar of the scaffold element, this horizontal spar can be used, for example, to hold floor elements for the covering plane on a scaffold, and a railing element on a railing element arbor over or be positioned near the covering plane and thus also for the attachment of a protective net to the framework in or near the covering plane or the bottom elements providing such a covering layer.
  • At least one railing element arbor extends substantially parallel to the horizontal spar.
  • a structurally simple embodiment for connecting a plurality of terrain elements to a scaffolding element may provide that a pair of railing element Aufsteckdornen is provided substantially in the same longitudinal extension region of the vertical spar, wherein it can be provided that a pair of Gelanderelement-Aufsteckdornen providing thorn element provided on the vertical spar is.
  • a pair of railing element Aufsteckdornen it is possible to use conventional railing elements and to use it already provided openings for mounting on the railing element Aufsteckdorne.
  • the railing element Aufsteckdorne the pair of railing Aufsteckdorneri each other and / or extend to the horizontal spar substantially parallel or / and arranged substantially symmetrically with respect to a vertical center plane of the horizontal spar are.
  • At least one railing element arbor is fixed to the vertical spar by welding, or that at least one railing mandrel arbor on the vertical spar by screwing and / or clamps is fixed.
  • the possibility is given to provide one or more railing element Aufsteckdorne also at different height positions of a scaffold element, depending on whether or in which height range the attachment of one or more railing-Avemsteckdorne is required.
  • a limiting element arbor can be provided on the horizontal spar. This can be used to set a limiting element on the scaffolding element.
  • a limiting element can be provided, for example, by means of a so-called drop-side wall, which is positioned near or slightly above the floor elements which provide the covering layer and can prevent lateral falling down of objects positioned on the floor elements.
  • the limiting element- Aufsteckdorn extending from the horizontal spar upwards preferably substantially parallel to the vertical spar.
  • a distance of the limiting element embarkedorns to the vertical spar is greater than a maximum projection length of the at least one railing arbor mandrel of the vertical spar.
  • the limiting element embarkedorn is arranged substantially centrally with respect to the railing element embarkedornen.
  • delimiting elements to be provided near the covering plane can also be used, in addition to the functionality already mentioned, in a limiting element plugged onto the limiting element plug-on mandrel by means of the limiting element against removal from the railing element plug-on mandrel is blocked.
  • the invention further relates to a railing element arbor element, in particular for fixing to a scaffold element with a substantially vertically oriented vertical spar and a substantially horizontally oriented, extending away from the vertical spar horizontal spar, comprising a mounting portion for releasably securing the Gelanderelement- Aufsteckdorn element on a vertical spar and at the attachment area at least one railing element-on plug mandrel.
  • a railing element arbor element can be fixed to a conventionally constructed scaffolding element with one or more vertical beams or one or more horizontal beams, so that a high degree of variability in the construction of a scaffold can be achieved.
  • the invention further relates to a scaffolding, comprising at least one scaffold element constructed according to the invention, wherein at least one railing element arbor of the scaffold element, a railing element is plugged and / or on a provided on the horizontal spar limiting element Aufsteckdorn at least one limiting element is attached.
  • the scaffolding according to the invention can furthermore be constructed in such a way that a railing element is in each case attached to each railing element arbor of a pair of railing element arbors such that the railing elements extend away from the skeleton element in substantially the opposite direction and / or that the boundary element Arbor two limiting elements are plugged in such a way that the boundary elements extend substantially in the opposite direction of the scaffold element away.
  • the measure b) the attachment of a respective Gelanderelements on each railing element Aufsteckdorn such that the railing elements extend in a substantially opposite direction away from the scaffold element comprises.
  • a substantially continuous railing area can be generated over the entire length of a scaffold, the railing elements of which can be blocked by delimiting elements in each case and are particularly suitable for connecting a protective net.
  • the measure c) the attachment of two boundary elements on the boundary element Aufsteckdorn such that the boundary elements extend in substantially opposite direction away from the scaffold element comprises.
  • a protective net can be connected to at least one railing element. This can be done, for example, by threading the railing element into meshes of the protective net before carrying out the measure b), and then, when implementing the measure b), the railing element in each case in at least one of its two end regions, preferably at both end regions, each on a railing element-Avemsteckdorn a scaffolding element is attached.
  • the connection of the protective net to the railing element can also take place after being attached to one or two railing element plug-on mandrels of one or two framework elements. This binding of a protective net can also be done before or after the attachment of the railing element against peeling blocking limiting element on one or two Begrenzungselement-Avemsteckdorne.
  • a railing element arbor element may be fixed to a vertical rail by screwing and / or clamping before or after the implementation of the measure a) and before the measure b) is carried out.
  • the Fig. 1 to 7 show a first embodiment of a generally designated 10 scaffolding element.
  • the scaffolding element 10 is one in one Scaffold, for example, scaffolding, substantially vertical to be oriented vertical spar 12 and formed in a lower end portion 14 of the vertical beam 12 of the vertical spar 12 approximately orthogonal away extending in a scaffold substantially horizontally oriented horizontal spar 16. Since the vertical spar 12 and the horizontal spar 16 are generally constructed of metal material, the horizontal spar 16 is advantageously fixed by welding to the vertical spar 12.
  • the designation refers vertically and horizontally to an orientation of the respective uprights in a scaffolding to be provided in use.
  • the statements "above” or “below” mean a relative positioning of various subassemblies or sections thereof in the case of customary incorporation or positioning of a scaffolding element 10 in a scaffolding.
  • the lower end region 14 of the vertical spar 12 will in principle be arranged such that it lies downwards in the vertical or vertical direction, while an upper end region 18 of the vertical spar 12 will generally be positioned above, ie above the lower end region 14.
  • the coupling elements 20 are provided in different longitudinal extension regions, with which substantially horizontally extending to be positioned railing elements 22 and 24, as well as in Fig. 1 are recognizable, can be coupled.
  • the railing elements 22, 24 in their end regions 26, 28 are substantially angled, in particular bent at right angles and have approximately orthogonal to the longitudinal direction of the railing elements 22, 24 extending, advantageously formed from flat coupling portions 30, 32, from above into the Coupling elements 20 can be inserted and locked therein.
  • each railing element 22, 24 shows, whose end portions 26, 28 are positioned adjacent to each other.
  • each of the two railing elements 22, 24 is constructed such that it has, for example, the end region 26 at one end region and, for example, the end region 28 at the other end region.
  • Each railing element can thus be coupled in its two end regions 26, 28 with a framework element 10 or the coupling elements provided there or in the manner described below with its two end regions 26, 28 each with a railing element arbor two horizontally spaced to each other arranged scaffolding elements 10 are coupled.
  • a essentially U-shaped and formed in the Fig. 4 to 7 more clearly visible mandrel element 34 is provided.
  • the mandrel element 34 has two U-legs of the same, essentially parallel to each other extending Gelän - derelement Aufsteckdorne 36, 38 and a connecting them and connected for example by welding to the vertical spar 12 connecting web 40.
  • the railing element arbors 36, 38 may, as shown in FIG Fig. 1 may have a substantially square or rectangular cross-section, but, as shown in the 6 and 7 is shown, also have a circular cross-section.
  • the positioning of the railing element Aufsteckdorne 36, 38 with respect to the vertical beam 12 and also emanating from this horizontal beam 16 is such that the two substantially in the same longitudinal extension region of the vertical spar and thus at the same distance from the horizontal spar 16 positioned railing mandrels 36, 38th to a vertical center plane M of the horizontal spar 16 or of the entire frame element 10, which in the illustration of Fig. 5 orthogonal to the drawing plane stands, are arranged substantially symmetrically. Both railing element Aufsteckdorne 36, 38 thus also extend substantially symmetrically and parallel to the horizontal spar 16 and have the vertical center plane M at substantially the same distance.
  • the horizontal spar 16 is provided at a distance from the vertical spar 12 from the horizontal spar 16 upwards, ie in the direction of the upper end portion 18 of the vertical spar 12 extending limiting element embarksteckdorn 42.
  • This may for example be fixed by welding to the horizontal spar 16 and may extend substantially parallel to the vertical spar and preferably over the railing element Aufsteckdorne 36, 38 addition.
  • the limiting element Aufsteckdorn 42 is preferably centrally, ie in the region of the vertical center plane M on the horizontal spar 16 and thus also positioned centrally between the two railing element Aufsteckdornen 36, 38.
  • the distance of the limiting member Aufsteckdorns 42 to the vertical spar 16 is greater than the maximum extension length of the railing element Aufsteckdorne 36, 38 from the vertical spar 12, so that between the ends 44, 46 of the railing element Aufsteckdorne 36, 38 and the limiting element Aufsteckdorn 42 in the longitudinal direction of the horizontal spar 16 is a distance.
  • the angled bent end portions 26, 28 of the railing elements 22, 24 are for receiving the railing element Aufsteckdorne 36, 38 mandrel openings 60, 62 are provided. These are positioned so that when the railing element Aufsteckdornen 36, 38 inserted into these mandrel openings 60, 62, the coupling portions 30, 32 of the connected to the frame member 10 railing elements 22, 24 are positioned substantially overlapping each other and extending in the direction of the vertical spar 12.
  • the two coupling sections 30, 32 thus lie with respect to each other in such a way as they would also be in the coupling state with a coupling element 20 provided on the vertical spar 12, but in a positioning in which they extend upwards, ie in the direction away from the horizontal spar 16.
  • a protective net to be provided on a scaffolding is to be coupled to the scaffold by threading onto railing elements, in particular also the railing elements 22, 24 in the region of the covering plane, ie in the region of the horizontal spar 16, the railing elements 22, 24 can be placed on the railing element before the railing elements are slipped on - Aufsteckdorne 36, 38, the railing elements 22, 24 are threaded into meshes of a protective net.
  • the connection of a protective net with quick buckles is also possible. In this case, the setting of a protective net before or after tying the railing elements 22, 24 to the scaffolding element 10 take place.
  • the limiting elements 48, 50 on the limiting element Aufsteckdorn 42 are plugged so that they come to lie directly next to the two railing elements 22, 24, ie in the same height range.
  • the limiting elements 48, 50 on the one hand provide a lateral boundary in the covering plane, on the other hand they also prevent a lateral release of the railing elements 22, 24 of the railing element Aufsteckdornen 36, 38, as they the railing elements 22, 24 against a releasing allowing lateral Block shift.
  • both the railing elements 22, 24, as well as the limiting elements 48, 50 can be coupled to the scaffold element 10 in a simple and ergonomically meaningful manner, but at the same time provide high security in a scaffold constructed in this way. Both the construction and the dismantling of a scaffold formed with such a scaffolding element take place in an easily comprehensible and thus time-saving manner.
  • FIG. 8 A modified embodiment is in Fig. 8 shown.
  • the projection length of the railing element Aufsteckdorns 64 from the vertical spar 16 is smaller than the distance of the substantially parallel to the vertical spar extending Begrenzungselement-Avemsteckdorns 42 to the vertical spar 12, so that the two railing elements 22, 24 before attachment of the limiting elements 48, 50 can be fitted without obstruction by the limiting element-Avemsteckdorn 42 on the railing element-Avemsteckdorn 64. Subsequently, the limiting elements 48, 50 can be plugged onto the limiting element Aufsteckdorn 42, so that at least the above-mentioned securing effect for the railing elements 22, 24 is obtained.
  • FIGS. 9 and 10 show a railing element Aufsteckdorn element 66, which can be used in conjunction with a scaffold element 10, as for example, in Fig. 1 is shown, in which, however, no mandrel element 34 must be fixed or fixed by welding to a vertical spar 12.
  • the railing element arbor element 66 includes a generally designated 68 mounting area and a fixed thereto, for example by welding mandrel element 34.
  • the mandrel element 34 has, similar to that in the Fig. 1 to 7 illustrated embodiment variant, the two railing element Aufsteckdorne 36, 38 and the connecting them and connected to the mounting portion 68 connecting web 40, in general, a U-shaped configuration.
  • a single railing element-Avemsteckdorn 64 as in Fig. 8 is shown, could be provided on the attachment portion 68.
  • the attachment region 68 is formed in the exemplary embodiment shown with two by a pivot pin 70 pivotally connected together clamping legs 72, 74.
  • the mandrel element 34 is fixed for example by welding.
  • an external thread member 78 is pivotally provided on the clamping leg 72 by means of a pivot pin 75.
  • the clamping leg 72 remote end portion the clamping leg 74 has a in the FIGS. 9 and 10 unrecognizable, for example, U-shaped and outwardly open opening 76.
  • the external thread member 78 can be pivoted from the outside into the opening 76.
  • an internally threaded element 80 provided on the external thread element 78 can be pressed by turning against the end region of the clamping leg 74 so that the two clamping legs 72, 74 are pivoted toward one another and thereby clamp the vertical spar 12 between them.
  • the railing element arbor element 66 may be attached to any positioning, for example, of a vertical beam 12, for example also in adaptation to the height of limiting elements 48, 50 to be coupled to one or more railing elements 10. If necessary, it may also be in other height ranges or additional height ranges by such a railing element Aufsteckdorn element 66 the possibility to create one or more railing elements 22, 24 connect to a scaffolding element 10.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP15178798.3A 2014-08-01 2015-07-29 Échafaudage avec un élément de structure Active EP2980333B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15178798T PL2980333T3 (pl) 2014-08-01 2015-07-29 Rusztowanie z elementem rusztowania

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102014215140.6A DE102014215140A1 (de) 2014-08-01 2014-08-01 Gerüstelement, insbesondere für ein Baugerüst

Publications (2)

Publication Number Publication Date
EP2980333A1 true EP2980333A1 (fr) 2016-02-03
EP2980333B1 EP2980333B1 (fr) 2017-06-28

Family

ID=53783086

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15178798.3A Active EP2980333B1 (fr) 2014-08-01 2015-07-29 Échafaudage avec un élément de structure

Country Status (5)

Country Link
EP (1) EP2980333B1 (fr)
DE (1) DE102014215140A1 (fr)
DK (1) DK2980333T3 (fr)
ES (1) ES2635304T3 (fr)
PL (1) PL2980333T3 (fr)

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3053356A (en) * 1957-02-16 1962-09-11 Weinmann Otto Connecting element for assembling horizontal and vertical ladder sections to form a scaffold
US3785602A (en) * 1972-03-02 1974-01-15 Symons Corp Toeboard clamp for steel scaffolding
FR2463247A1 (fr) * 1979-08-14 1981-02-20 Robert Grillages Perfectionnements aux barrieres de chantier
JPS5944843U (ja) * 1982-09-16 1984-03-24 ゼオン化成株式会社 パネル取付時の隙間防止用固定具
EP0268197A2 (fr) * 1986-11-20 1988-05-25 Gerhard Grund Echafaudage, plus spécialement échafaudage pour le bâtiment
WO1990014478A1 (fr) * 1989-05-19 1990-11-29 Tu-Fit Australia Pty. Limited Systeme d'echaffaudage a tubes et a raccords
EP1564344A1 (fr) * 2004-02-10 2005-08-17 Macc Dispositif de réglage et de blocage de supports de potelets de garde-corps pour console d'échafaudage
WO2008122685A2 (fr) * 2007-04-10 2008-10-16 Madrigal Ruiz Juan Jose Barrière de sécurité à montage facile
DE102008005813A1 (de) * 2008-01-24 2009-08-27 Rux Gmbh Vertikalrahmen
DE102009049726A1 (de) * 2009-10-17 2011-04-21 Weiss, Johannes Baugerüst mit Schutzflächenstütze für verschiedene Auskragungen

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3053356A (en) * 1957-02-16 1962-09-11 Weinmann Otto Connecting element for assembling horizontal and vertical ladder sections to form a scaffold
US3785602A (en) * 1972-03-02 1974-01-15 Symons Corp Toeboard clamp for steel scaffolding
FR2463247A1 (fr) * 1979-08-14 1981-02-20 Robert Grillages Perfectionnements aux barrieres de chantier
JPS5944843U (ja) * 1982-09-16 1984-03-24 ゼオン化成株式会社 パネル取付時の隙間防止用固定具
EP0268197A2 (fr) * 1986-11-20 1988-05-25 Gerhard Grund Echafaudage, plus spécialement échafaudage pour le bâtiment
WO1990014478A1 (fr) * 1989-05-19 1990-11-29 Tu-Fit Australia Pty. Limited Systeme d'echaffaudage a tubes et a raccords
EP1564344A1 (fr) * 2004-02-10 2005-08-17 Macc Dispositif de réglage et de blocage de supports de potelets de garde-corps pour console d'échafaudage
WO2008122685A2 (fr) * 2007-04-10 2008-10-16 Madrigal Ruiz Juan Jose Barrière de sécurité à montage facile
DE102008005813A1 (de) * 2008-01-24 2009-08-27 Rux Gmbh Vertikalrahmen
DE102009049726A1 (de) * 2009-10-17 2011-04-21 Weiss, Johannes Baugerüst mit Schutzflächenstütze für verschiedene Auskragungen

Also Published As

Publication number Publication date
ES2635304T3 (es) 2017-10-03
PL2980333T3 (pl) 2017-12-29
DK2980333T3 (en) 2017-10-09
EP2980333B1 (fr) 2017-06-28
DE102014215140A1 (de) 2016-02-04

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