EP1013848B1 - Dachgerüst - Google Patents

Dachgerüst Download PDF

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Publication number
EP1013848B1
EP1013848B1 EP99402886A EP99402886A EP1013848B1 EP 1013848 B1 EP1013848 B1 EP 1013848B1 EP 99402886 A EP99402886 A EP 99402886A EP 99402886 A EP99402886 A EP 99402886A EP 1013848 B1 EP1013848 B1 EP 1013848B1
Authority
EP
European Patent Office
Prior art keywords
roof
scaffolding
longitudinal members
scaffold according
roof scaffold
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.)
Expired - Lifetime
Application number
EP99402886A
Other languages
English (en)
French (fr)
Other versions
EP1013848A1 (de
Inventor
Jean-Claude Boyer
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.)
Entrepose-Echafaudages
Entrepose Echafaudages
Original Assignee
Entrepose-Echafaudages
Entrepose Echafaudages
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 Entrepose-Echafaudages, Entrepose Echafaudages filed Critical Entrepose-Echafaudages
Publication of EP1013848A1 publication Critical patent/EP1013848A1/de
Application granted granted Critical
Publication of EP1013848B1 publication Critical patent/EP1013848B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • E04G3/26—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons specially adapted for working on roofs

Definitions

  • the present invention relates to a scaffolding for a roof.
  • the present invention relates to scaffolding which can be placed on the roof of a building to allow in maximum security conditions the placement of cover elements on the supporting structure of the roof, that is to say the framework in particular when these roof elements are made of fiber cement.
  • An object of the invention is to provide a roof scaffolding which achieves the goals set out above.
  • the scaffolding can be gradually installed by the roofer under safe conditions optimal. This implementation being made easier by the presence of the guardrail when it or these are put in their vertical position.
  • all of the two side members of each scaffolding module constitutes two beam which allow to distribute the forces resulting from the presence of the roofers and materials stored on the various structural elements of the roof.
  • each scaffolding module can be transported and handled easily while ensuring high security by the presence of the guardrail after its vertical position.
  • the scaffolding module can be easily manipulated.
  • each scaffolding module is equipped with a anti-slip structure.
  • the railing of each scaffolding module comprises at its ends in the direction of side members of the means for securing the railings of two modules consecutive scaffolding when the guardrails are in the upright position.
  • all of the railing also constitutes a continuous beam structure over the entire length of the scaffolding which is added to the two beam structures formed by the rigid assembly of the side members. We thus obtain a structure overall with great rigidity along the direction of its length.
  • each spar 12 or 14 is constituted by two hollow tubes respectively lower 16 and upper 18.
  • the axes of the two tubes of the same spar being arranged in the same vertical plane.
  • the two tubes of the same spar are mechanically connected together along their length as we will explain it later.
  • the side members 12 and 14 are connected together by a substantially rectangular circulation frame 20 itself constituted by bars 22 on which is fixed a grid 24.
  • Each bar 22 arranged transversely is welded or fixed at its ends 22a and 22b on the tubes 16 and 18 and more precisely between them. The ends of the bars 22 thus ensure the rigid mechanical connection between the two tubes of the same spar.
  • the scaffolding module 10 is equipped with at least one railing and, preferably two railings 26 and 28. It is understood, however, that one does not not depart from the invention if, for certain uses, the scaffolding module had only one.
  • the railings 26 and 28 are pivotally mounted around an axis coincident with the axis of the upper tubes 18 constituting the side members.
  • Each railing for example 26 is constituted by two uprights 30 and 32 connected to each other at their upper part by a cross member 34.
  • the uprights 30 and 32 pivotally attached to the upper tubes 18 and the cross member 34 form a rigid frame.
  • the railing is telescopic, that is to say that additional uprights 36 and 38 are slidably mounted in the main uprights 30 and 32 and the upper ends of the uprights 36 and 38 are connected to each other by a second cross 40.
  • flanges 41 integral with the lower end of the railing uprights and surrounding the upper tubes 18 allow the pivoting of the railings.
  • of the automatic locking systems 43 mounted on the flanges 41 allow lock each guardrail in the raised position.
  • Other mechanisms of locking not shown, allow the part to be kept in the extended position telescopic of each railing.
  • each railing can be brought in a folded position outside the circulation frame. In this position, the railing extends over the part of the roof to be covered. The railing then serves as a support frame for the roofer. This is what is represented in phantom lines in Figure 3.
  • each spar is provided with its ends respectively of a rigid male coupling element and of a rigid female coupling element.
  • the male coupling element consists of a flat iron 42 of dimension slightly less than the diameter of the tube 18 and engaged at one end of this one.
  • the iron 42 is fixed therein.
  • the end 42a of the iron 42 projects out of tube 18 and is intended to be inserted into the open end of the upper tube 18 'of the adjacent scaffolding module 10'.
  • the second open end 18b of the upper tube 18 constitutes the rigid female coupling element which is intended to receive the connecting piece 42 of the next scaffolding module.
  • each spar is equipped with sleeves such than 44 made of a material having a high coefficient of friction.
  • each scaffolding module is equipped with anti-slip means. We can then provide that only certain modules have them.
  • the railings are equipped at each of their end of pivoting elements around their uprights not shown on the FIGS. These horizontal elements, not shown in the figures, are normally applied against railing crosspieces. They can be moved to occupy a position perpendicular to the railings. They then constitute an end railing of the scaffolding module.
  • each spar formed in the mode of particular embodiment described by the two tubes 16 and 18 mechanically connected between them constitutes a longitudinal beam structure.
  • the connecting pieces 42 we thus obtains over the entire length of the scaffolding produced two structures of longitudinal rigid beam. These beam structures thus allow good load distribution applied to the different scaffolding modules on the transverse elements of the structure constituting the roof.
  • each scaffolding module is very slightly greater than the pitch P which exists between the transverse elements of the roof structure.
  • the width 1 which separates the two tubes lower 16 corresponds to an integer number of undulations of the elements of cover in the case where the cover elements consist of elements of tiles or corrugated sheets.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)
  • Tents Or Canopies (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Glass Compositions (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Ladders (AREA)
  • Emergency Lowering Means (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (14)

  1. Dachgerüst, bestehend aus einer Mehrzahl von Gerüstmodulen (10), die miteinander verbunden und dazu bestimmt sind, auf einem Dach aufzuliegen, dadurch gekennzeichnet, dass jedes Gerüstmodul (10) enthält:
    zwei zueinander parallel verlaufende Längsträger (12, 14), wobei jeder Längsträger an einem ersten Ende ein starres Kupplungseinsteckteil (42a) und an seinem zweiten Ende ein starres Kupplungsaufnahmeteil (18') aufweist, das mit dem Einsteckteil des angrenzenden Gerüstmoduls (10') zusammenwirken kann,
    einen im wesentlichen rechteckförmigen Umlaufrahmen (20), der einen Boden bildet und zwischen den beiden Längsträgem (12, 14) angeordnet und mechanisch mit den Längsträgem (12, 14) verbunden ist,
    wodurch dann, wenn die Gerüstmodule (10, 10') verbunden sind, die Längsträger (12, 14) zwei durchgehende Balkeneinrichtungen bilden, die sich über die gesamte Länge des Gerüsts erstrecken,
    zumindest eine Brüstungseinrichtung (26, 28), die um einen der Längsträger (12, 14) zumindest zwischen einer eingeklappten Stellung, in welcher die Einrichtung im wesentlichen über dem Umlaufrahmen (20) angeordnet ist, und einer aufgestellten Stellung verschwenkbar gelagert ist, welche im wesentlichen senkrecht zum Umlaufrahmen (20) verläuft, und
    zumindest ein Gerüstmodul (10) ferner Rutschsicherungsmittel (44) enthält, die an der Unterseite der Längsträger (12, 14) des Moduls (10) befestigt sind.
  2. Dachgerüst nach Anspruch 1, dadurch gekennzeichnet, dass jedes Gerüstmodul Rutschsicherungsmittel enthält.
  3. Dachgerüst nach einem der Ansprüche 1 und 2, dadurch gekennzeichnet, dass die Brüstungseinrichtung eine dritte Stellung einnehmen kann, in welcher sie im wesentlichen in der Ebene des Umlaufrahmens außerhalb desselben liegt.
  4. Dachgerüst nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Brüstung orthogonal zu den Längsträgem verlaufende Stützen enthält, wobei die Stützen teleskopartig aufgebaut sind.
  5. Dachgerüst nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass die Brüstung in Richtung der Längsträger an mindestens einem ihrer Enden eine Schutzeinrichtung enthält, die um die endseitige Stütze zwischen einer ersten Stellung, in welcher die Einrichtung an die Brüstung geklappt ist, und einer zweiten Stellung verschwenkbar gelagert ist, in welcher sie im wesentlichen orthogonal zur Brüstung verläuft.
  6. Dachgerüst nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass die Brüstung eines jedes Gerüstmoduls an ihren Enden in Richtung der Längsträger Mittel enthält, um die Brüstungen zweier aufeinanderfolgender Gerüstmodule fest zu verbinden, wenn sich die Brüstungen in aufgestellter Stellung befinden.
  7. Dachgerüst nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass jedes Gerüstmodul zwei Brüstungen enthält, die jeweils um die Längsträger herum verschwenkbar gelagert sind.
  8. Dachgerüst nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass der Umlaufrahmen eine Mehrzahl von Stäben enthält, die sich senkrecht zu den Längsträgem erstrecken und deren Enden fest mit den Längsträgem verbunden sind, sowie ein an den Stäben befestigtes Gitter.
  9. Dachgerüst nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass jeder Längsträger ein Rohr mit der Länge L enthält.
  10. Dachgerüst nach Anspruch 9, dadurch gekennzeichnet, dass jeder Längsträger ein zweites Rohr mit der Länge L enthält, wobei die beiden Rohre fest so miteinander verbunden sind, dass sie parallel zueinander verlaufen und deren Achsen in einer gleichen Ebene angeordnet sind, die orthogonal zum Umlaufrahmen verläuft.
  11. Dachgerüst nach Anspruch 10, dadurch gekennzeichnet, dass das Kupplungseinsteckteil aus einem Verbindungsteil besteht, das fest mit dem ersten Ende des oberen Rohrs verbunden ist und aus diesem Ende vorsteht, und dass das Kupplungsaufnahmeteil das zweite, offene Ende des oberen Rohrs ist, welches das Verbindungsteil aufnehmen kann.
  12. Dachgerüst nach Anspruch 11, dadurch gekennzeichnet, dass das untere Rohr eines jeden Längsträgers unterhalb des Umlaufrahmens angeordnet ist und dass das untere Rohr mit einer Mehrzahl von Muffen aus rutschfestem Material versehen ist.
  13. Dachgerüst nach einem der Ansprüche 10 bis 12, dadurch gekennzeichnet, dass die Brüstung bzw. Brüstungen um das bzw. die oberen Rohre verschwenkbar gelagert sind.
  14. Dachgerüst für ein Dach, dessen Aufbauelemente in Richtung der Neigung mit einer Teilung P beabstandet sind, nach einem der Ansprüche 1 bis 13, dadurch gekennzeichnet, dass die Länge L der Längsträger größer ist als die Teilung P.
EP99402886A 1998-12-07 1999-11-22 Dachgerüst Expired - Lifetime EP1013848B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9815395A FR2786797B1 (fr) 1998-12-07 1998-12-07 Echafaudage pour toit
FR9815395 1998-12-07

Publications (2)

Publication Number Publication Date
EP1013848A1 EP1013848A1 (de) 2000-06-28
EP1013848B1 true EP1013848B1 (de) 2004-04-07

Family

ID=9533645

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99402886A Expired - Lifetime EP1013848B1 (de) 1998-12-07 1999-11-22 Dachgerüst

Country Status (6)

Country Link
EP (1) EP1013848B1 (de)
AT (1) ATE263883T1 (de)
DE (1) DE69916220T2 (de)
ES (1) ES2218969T3 (de)
FR (1) FR2786797B1 (de)
PT (1) PT1013848E (de)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2366826B (en) * 2000-08-03 2004-07-28 Monarch Engineering Roof safety equipment
GB0422713D0 (en) * 2004-10-13 2004-11-17 Baglin Niel E Buildings roof valley safety unit
NL2007582C2 (nl) * 2010-10-15 2012-08-09 Donald Löhnen Systeem, zoals loopsteiger, en werkwijze voor het werken aan de bovenzijde van een glazen dak.
DE102012010076A1 (de) * 2012-05-23 2013-11-28 AMBAU Windservice GmbH Anschlagsystem zum Halten und Sichern mindestens einer Person
TWI676726B (zh) * 2018-07-13 2019-11-11 萬長益 可拆式高空走道的架設方法
US20230392393A1 (en) * 2022-05-11 2023-12-07 Seeley International Pty Ltd Walkway integrated with cooling system

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2623794A (en) * 1949-06-15 1952-12-30 Charles W Osten Roof staging apparatus
FR2424987A1 (fr) * 1978-05-05 1979-11-30 Goubaud Michel Accessoire telescopique pour console d'echafaudage et applications
FR2442936A1 (fr) * 1978-12-01 1980-06-27 Outinord St Amand Perfectionnements aux coffrages ou banches
DE8425323U1 (de) * 1984-08-27 1986-04-10 Müller, Hans, 3569 Günterod Haltevorrichtung für eine Plattform
SE461162B (sv) * 1987-06-17 1990-01-15 Ture Hedstroem Styranordning foer en laengs en gejder foerskjutbart anordnad ramkonstruktion
FR2704260B1 (fr) * 1993-04-21 1995-07-21 Ricard Coffrages Procede de cintrage de parois coffrantes, et parois coffrantes cintrables faisant application de ce procede.
EP0859104A1 (de) * 1997-02-14 1998-08-19 Listel Façade Sàrl Dachgerüstvorrichtung

Also Published As

Publication number Publication date
FR2786797A1 (fr) 2000-06-09
DE69916220D1 (de) 2004-05-13
EP1013848A1 (de) 2000-06-28
ATE263883T1 (de) 2004-04-15
FR2786797B1 (fr) 2001-02-23
PT1013848E (pt) 2004-08-31
ES2218969T3 (es) 2004-11-16
DE69916220T2 (de) 2005-04-28

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