EP1748125B1 - Sicherheitsstruktur für das Aufstellen eines Gerüstes - Google Patents

Sicherheitsstruktur für das Aufstellen eines Gerüstes Download PDF

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Publication number
EP1748125B1
EP1748125B1 EP06291214.2A EP06291214A EP1748125B1 EP 1748125 B1 EP1748125 B1 EP 1748125B1 EP 06291214 A EP06291214 A EP 06291214A EP 1748125 B1 EP1748125 B1 EP 1748125B1
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EP
European Patent Office
Prior art keywords
rail
support structure
rails
suspended scaffolding
component element
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP06291214.2A
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English (en)
French (fr)
Other versions
EP1748125A3 (de
EP1748125A2 (de
Inventor
Michel Goubaud
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.)
G Participations SARL
Original Assignee
G Participations SARL
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
Priority claimed from FR0508092A external-priority patent/FR2889220B1/fr
Priority claimed from FR0508093A external-priority patent/FR2889221A1/fr
Application filed by G Participations SARL filed Critical G Participations SARL
Publication of EP1748125A2 publication Critical patent/EP1748125A2/de
Publication of EP1748125A3 publication Critical patent/EP1748125A3/de
Application granted granted Critical
Publication of EP1748125B1 publication Critical patent/EP1748125B1/de
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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
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • 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
    • 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
    • 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
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/06Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/24Couplings involving arrangements covered by more than one of the subgroups E04G7/08, E04G7/12, E04G7/20, E04G7/22

Definitions

  • the present invention relates to a suspended scaffolding, of the type comprising at least one fastening means to a construction working essentially to traction, a fulcrum on the construction working essentially to the compression, the attachment means and the point d 'Support cooperating with a support structure for floor and / or smooth anti-fall protection.
  • Such a suspended scaffold according to the preamble of claim 1 is well known to those skilled in the art and is particularly described in the patent EP-0690187 .
  • the constituent elements of the support structure are connected to each other either by screwing, welding or via assembly nodes made in the form of shells, as illustrated in particular by the patent.
  • EP-A-0690187 The parts intended to be reported on such profiles, such as hooks, healds supports, hooking means or the like, are assembled to the rest of the structure, generally by screwing.
  • the predetermined positioning in advance of the connection zones between the different elements constituting the support structure does not make it possible to vary the architecture of said structure. Indeed, the connecting pieces are always positioned at the ends of the constituent elements of the structure and are fitted on said end. It is impossible to position a connecting piece in the middle of a jamb or jamb.
  • the support rail support amount is always positioned relative to the floor support beam at a predetermined location thereof. Therefore, if the dimensions of the construction on which the security structure is to be applied or the design of this construction do not allow such a dimensioning of the security structure, it is necessary to completely re-design the security structure.
  • An object of the present invention is therefore to provide a suspended scaffold whose design of the support structure for floor or smooth fall protection allows the realization of a modular suspended scaffolding.
  • Another object of the present invention is to provide a suspended scaffold whose constituent elements of the support structure are lightweight elements so as to lower the total weight of the suspended scaffold.
  • Another object of the present invention is to provide a suspended scaffolding, the design of the support structure allows the realization of the suspended scaffold in the form of a set ready to mount low cost.
  • Another object of the present invention is to provide a suspended scaffold whose design of the support structure allows an infinite number of possibilities in terms of architecture.
  • the subject of the invention is a suspended scaffold according to claim 1.
  • the constituent elements of which are each made in the form of a profile provided with at least two rails able to each cooperate with the rail of a connecting piece slidably mounted on said rail, the points of intersection between the constituent elements of the support structure can be positioned at any location of said elements so as to increase the possibilities of architectural form achievable with such a support structure without harming neither the weight, nor the bulk, nor the ease of construction of the whole.
  • the interpenetration or interlocking assembly of a rail of a connecting piece with a rail of a constituent element of the structure allows a subsequent axial displacement of the connecting piece along the rail of the constituent element. to the desired location while leaving the other rail of the component free.
  • each connecting piece is dimensioned such that two connecting pieces, positioned one on a rail, the other on the other rail of the same constituent element, are axially movable in parallel or against from each other along the entire length of said constituent element without telescope or touching.
  • the connecting piece is positionable at any location of the constituent element of the support structure and can for example be positioned in the middle part of a constituent element.
  • This connecting piece threaded by one end on the constituent element is disengageable from said element only by axial displacement along said element to one of its ends.
  • At least one of the constituent elements of the support structure is equipped with at least two connecting pieces each positioned on a different face forming a rail of the constituent element of the structure. , each connecting piece having one of its rails interpenetrated with a rail of said component of the structure.
  • the suspended scaffolding 1 which is the subject of the invention comprises a support structure 4 for a floor and / or an anti-fall protection rail, this rail being able to be made in the form of rigid or flexible elements such as net.
  • This support structure 4 is equipped with at least one means 2 of attachment to a construction and at least one point 3 of support on the construction.
  • the support structure 4 comprises at least one constituent element and at least one connecting piece 10 between constituent elements or between constituent element and attachment means 2 or point 3 support.
  • the elements constituting the support structure 4, such as jamb 5, crosspiece 6, post 7 and possibly bracket 8, are made from profile in the form of rails 9, 9 'arranged on at least two opposite faces of said profile.
  • the rails 9, 9 'and the body of the profile are made in one piece and form a monobloc assembly, preferably monolithic.
  • FIG. 1 and 2 which constitutes a simplified version of a support structure 4, the latter consists of an upright 7, a hooking means 2 made in the form of a hook, a connecting piece 10 connecting the means 2 and the upright 7.
  • This amount 7 comes at its lower end, bearing on the construction, by means of a damper device 15 made in the form of a deformable coil structure positioned at 3 d support of the structure on the construction and interposed between construction and point 3 of support.
  • the upright 7 is further equipped with hooks 14 for the reception of stringer elements.
  • the hooks 14 and the connecting piece 10 are each provided with at least two rails of complementary shape to the rails 9 of the upright 7 of the support structure so that the hooks 14 and the connecting piece 10 can be positioned in one any location of the amount 7 thus obtaining a large number of architectures.
  • a rail 17 of complementary shape to the rails 9 'of the upright 7 of the support structure is more particularly visible at figures 10 and 13 .
  • the connecting pieces 10 and the elements 5, 6, 7, 8 constituting the support structure 4 are immobilized one to the other, in a chosen configuration, by a clamping member.
  • the connecting pieces 10 or the hooks 14 have holes 16 for the passage of clamping members. Additional holes are formed in the constituent elements of the support structure 4.
  • Other connecting members equivalent to the clamping members, such as pin, bolt, toggle or other may also be used.
  • the latter comprises at least one cross member 6 specific to the support of any decking, two legs 5 intended to form a supporting base for the crosspiece 6 and an upright 7 supported by said crossbar 6 to serve as a fulcrum or fastening to a protective element, such as smooth, net or other.
  • the hooking means 2 is generally positioned in the extension of the crosspiece 6.
  • the attachment means 2 is positioned at the end of a bracket 8 anti-roll coupled to the cross member 6 and extending above the latter.
  • the crossbar 6 therefore supports the stem 8. This is also the case of the embodiment of the figure 10 .
  • each constituent element comprises, on at least two of its opposite faces, such a rail 9, 9 'for slidably receiving at least one connecting piece 10 moved axially along said element to the desired location before clamping immobilization.
  • Each connecting piece 10 is provided with at least two rails 11 or 11 '.
  • Each rail 11 or 11 ' is formed complementary to any one of the rails 9, 9' of a constituent element of the support structure 4.
  • the reference 11 corresponds to a rail shape of the connecting piece 10 complementary to the shape of the rail 9 of the constituent element while the reference 11 'corresponds to a rail shape of the connecting piece 10 complementary to the shape of the rail 9 'of the constituent element.
  • Each connecting piece 10 generally comprises at least two identical rails 11 or 11 ', each rail being able to interpenetrate with any one of the rails 9 or 9' of a constituent element which also comprises two identical rails.
  • a single rail of the connecting piece 10 cooperates with a rail of the constituent element so that the other rail of the constituent element can receive at least one other connecting piece.
  • the same constituent element of the support structure 4 can therefore receive a plurality of connecting pieces 10 on each of its rail-forming faces, thus making it possible to multiply the possible architecture configurations at will. It is thus possible to position the upright 7 in any location of the crossbar 6. It is the same for the stem 8.
  • the legs connected to each other and to the crossbar 6 through parts 10 of link may have any size depending on the configuration chosen for the realization of the suspended scaffolding 1.
  • the connecting pieces 10 are provided with rails 11, 11 'of complementary shape to the rails 9, 9' of the constituent elements of the support structure 4.
  • Some of these connecting pieces 10 can be arranged at the intersection of two elements 5, 6, 7, 8 constituting the support structure 4 as illustrated by FIG. figure 9 where the connecting pieces 10 are positioned at the intersection of the legs or at the intersection point of the legs with the crossbar 6 or even at the point of intersection between bracket 8 and crosses 6 or upright 7 and crosses 6.
  • These parts 10 connection may also be arranged in the middle of a constituent element facing one another or slightly axially offset.
  • the connecting pieces 10 affect the form of bracket whose three sides are provided with rails 11 or 11 '.
  • the connecting piece 10 has a recessed trapezoidal shape while at the figure 4 it has a hollow triangular shape.
  • at least some of these connecting pieces are deformable parts and cooperate with a splint 12 having at least two orifices, one of which is at least oblong.
  • the splint is usually a piece of steel made indeformably.
  • the holes of the splice are joined to the connecting piece 10 by traversing pins to allow a controlled deformation of the connecting piece 10.
  • the connecting piece 10 extends outside the structure between the upright 7 and the crossbar 6, as illustrated by FIG. figure 3 , and that the support structure 4 is subjected to an accidental pressure caused for example by the imbalance of the user, the connecting piece 10 and the splice 12 cooperate with each other to form a torque limiter to thereby allow the structure 4 to accompany, by damping, the movement of the user without risk of rupture of said support structure.
  • the connecting piece 10 has a splint 12 conforming to that shown in FIG. figure 7 .
  • a damping device can be provided in the form of an elastically deformable tubular element and shown in FIGS. This damping element is positioned at the point 3 of support of the assembly structure on the construction and performs the same function as the torque limiter as described above.
  • the supporting structure 4 can also be equipped with accessory parts, such as hooks 14 for receiving rails, which are, in the same way as the connecting pieces 10 , provided with a rail 17 of complementary shape to the rails 9 or 9 'of the constituent elements of the support structure 4.
  • accessory parts such as hooks 14 for receiving rails, which are, in the same way as the connecting pieces 10 , provided with a rail 17 of complementary shape to the rails 9 or 9 'of the constituent elements of the support structure 4.
  • each profile of the structure 4 consists of a tubular element comprising, on two opposite sides, a generally U-shaped rail 9 with branch ends bent towards the interior space separating the branches of the U, such as the illustrates the figure 5 .
  • the connecting pieces 10 are in turn provided with T-shaped rails 11, as shown in FIGS. figures 4 and 6 .
  • the assembly of the constituent elements of the support structure can thus be carried out extremely easily by penetration of the horizontal leg of the T into the interior space of the U. Any other fitting interlocking rails between them can also be envisaged.
  • each profile of the structure 4 is in the form of a tubular element comprising, on two opposite sides, a generally T-shaped rail 9 'while the connecting pieces 10 are provided with rails 11' in the general U-shape with ends of branches curved towards the interior space separating the branches of the U and then extending parallel to each other.
  • the rail 9 ' is obtained from a section of rectangular or square section, two opposite faces are provided with longitudinal wings disposed in the extension of said face to form, in cooperation with the latter, the horizontal branch of the T.

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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)
  • Ladders (AREA)
  • Movable Scaffolding (AREA)

Claims (10)

  1. Hängegerüst (1) der Bauart, die mindestens ein Verhakungsmittel (2) an einer Konstruktion aufweist, das im Wesentlichen mit Zug arbeitet, einen Abstützpunkt (3) an der Konstruktion, der im Wesentlichen mit Kompression arbeitet, eine Tragestruktur (4) für Boden und/oder Anti-Sturz-Schutzhandlauf aufweist, wobei das Verhakungsmittel (2) und der Abstützpunkt (3) mit der Tragestruktur (4) zusammenarbeiten,
    wobei die Tragestruktur (4) mindestens ein konstitutives Element und mindestens ein Verbindungsteil (10) aufweist, das entweder zwei konstitutive Elemente der Tragestruktur oder ein konstitutives Element mit dem Verhakungsmittel miteinander verbindet, wobei jedes konstitutive Element wie Bein (5), Querträger (6), Pfosten (7) und eventuell Ausleger (8) in Form eines Profils realisiert ist, das die Form eines rohrförmigen Elements aufweist, das auf zwei gegenüberliegenden Seiten eine Schiene (9, 9') aufweist, wobei die Schienen (9, 9') und der Körper des Profils aus einem einzigen Teil hergestellt sind, und jedes Verbindungsteil (10) mit mindestens zwei Schienen (11, 11') ausgestattet ist, die jeweils in komplementärer Form zu den Schienen (9, 9') des oder der konstitutiven Elemente der Tragestruktur (4) hergestellt sind, wobei jedes Verbindungsteil (10) im mit einem konstitutiven Element verbundenen Zustand eine beliebige seiner Schienen (11, 11') mit einer einzigen der Schienen (9, 9') des konstitutiven Elements für eine freie gleitende Aufnahme des Verbindungsteils (10) axial über die gesamte Länge des Elements verlagerbar, dabei die andere Schiene (9, 9') des konstitutiven Elements frei lassend gerastet montiert aufweist, so dass zwei Verbindungsteile (10), eines auf einer Schiene, das andere auf der anderen Schiene eines selben konstitutiven Elements positioniert, axial parallel oder gegeneinander über die gesamte Länge des konstitutiven Elements verlagerbar sind, dadurch gekennzeichnet, dass die Verlagerung der zwei Verbindungsteile erfolgt, ohne sich ineinander zu versenken oder sich zu berühren.
  2. Hängegerüst (1) nach Anspruch 1,
    dadurch gekennzeichnet, dass mindestens eines der konstitutiven Elemente der Tragestruktur (4) mit mindestens zwei Verbindungsteilen (10) ausgestattet ist, die jeweils auf einer anderen Seite, die Schiene des konstitutiven Elements der Struktur bildet, positioniert sind, wobei jedes Verbindungsteil (10) eine seiner Schienen mit einer Schiene des konstitutiven Elements der Struktur gegenseitig durchdrungen aufweist.
  3. Hängegerüst (1) nach einem der Ansprüche 1 und 2,
    dadurch gekennzeichnet, dass die Tragestruktur (4) mindestens einen Querträger (6), der zur Unterlage eines Belags (18) gehört, zwei Beine (5), die zur Bildung eines Stützbeins des Querträgers (6) bestimmt sind, einen vom Querträger (6) gestützten Pfosten (7), um als Stütz- oder Befestigungspunkt für ein Schutzelement wie Handlauf, Netz oder anderes zu dienen, und eventuell einen Stabilisierungsausleger (8), der ebenfalls vom Querträger (6) gestützt wird, aufweist.
  4. Hängegerüst (1) nach Anspruch 1,
    dadurch gekennzeichnet, dass mindestens einige Verbindungsteile (10) am Schnittpunkt von zwei konstitutiven Elementen (5, 6, 7, 8) der Stützstruktur (4) angeordnet sind.
  5. Hängegerüst (1) nach Anspruch 1,
    dadurch gekennzeichnet, dass die Verbindungsteile (10) und die konstitutiven Elemente (5, 6, 7, 8) der Stützstruktur (4) in einer gewählten Konfiguration durch ein Spannorgan aneinander blockiert sind.
  6. Hängegerüst (1) nach Anspruch 1,
    dadurch gekennzeichnet, dass die Verbindungsteile (10) die Form eines Winkels haben, dessen drei Seiten mit Schienen (11, 11') ausgestattet sind.
  7. Hängegerüst (1) nach Anspruch 1,
    dadurch gekennzeichnet, dass mindestens eines der Verbindungsteile (10) ein verformbares Teil ist und mit einer Lasche (12) zusammenarbeitet, die mindestens zwei Öffnungen aufweist, von denen eine mindestens länglich ist, wobei die Öffnungen mit dem Verbindungsteil (10) anhand durchgängiger Achsen verbunden sind, um eine kontrollierte Verformung des Verbindungsteils (10) zu erlauben.
  8. Hängegerüst (1) nach Anspruch 1,
    dadurch gekennzeichnet, dass die Stützstruktur (4) mit Zubehörteilen wie Handlauf-Aufnahmehaken (14) ausgestattet ist, die mit einer Schiene komplementärer Form zur Schiene (9,9') der konstitutiven Elemente der Stützstruktur (4) ausgestattet sind.
  9. Hängegerüst (1) nach Anspruch 1,
    dadurch gekennzeichnet, dass jedes Profil der Struktur (4) aus einem rohrförmigen Element besteht, das auf zwei gegenüberliegenden Seiten eine Schiene (9) in allgemeiner U-Form mit Schenkelenden aufweist, die in Richtung des Innenraums, der die Schenkel des U trennt, gebogen sind, wogegen die Verbindungsteile (10) mit Schienen (11) in T-Form ausgestattet sind.
  10. Hängegerüst (1) nach Anspruch 1,
    dadurch gekennzeichnet, dass jedes Profil der Struktur (4) die Form eines rohrförmigen Elements aufweist, das auf zwei gegenüberliegenden Seiten eine Schiene (9') in allgemeiner T-Form aufweist, wogegen die Verbindungsteile (10) mit Schienen (11') in allgemeiner U-Form mit Schenkelenden ausgestattet sind, die in Richtung des Innenraums, der die Schenkel des U trennt, gebogen sind.
EP06291214.2A 2005-07-29 2006-07-26 Sicherheitsstruktur für das Aufstellen eines Gerüstes Active EP1748125B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0508092A FR2889220B1 (fr) 2005-07-29 2005-07-29 Structure de securite pour l'elaboration d'echafaudage suspendu
FR0508093A FR2889221A1 (fr) 2005-07-29 2005-07-29 Structure de securite pour l'elaboration d'echafaudage

Publications (3)

Publication Number Publication Date
EP1748125A2 EP1748125A2 (de) 2007-01-31
EP1748125A3 EP1748125A3 (de) 2009-06-17
EP1748125B1 true EP1748125B1 (de) 2015-11-04

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Application Number Title Priority Date Filing Date
EP06291214.2A Active EP1748125B1 (de) 2005-07-29 2006-07-26 Sicherheitsstruktur für das Aufstellen eines Gerüstes

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2914935B1 (fr) * 2007-04-12 2010-08-13 Frenehard & Michaux Sa Structure de console d'echafaudage et systeme d'echafaudage comprenant plusieurs structures de console d'echagaudage
CN105298101B (zh) * 2015-09-30 2017-11-07 深圳市中升建科科技发展有限公司 一种建筑施工安全防护屏

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2063126C3 (de) * 1970-12-22 1974-07-25 Maier, Josef, 7611 Steinach Tragkonstruktion für Schalungen, Schalungsgerüste od.dgl
DE3925518A1 (de) * 1989-08-02 1991-02-07 Baumann Verwertungs Gmbh Vorrichtung zum errichten eines konsolgeruests
FR2721961B1 (fr) * 1994-06-29 1996-09-06 Goubaud Michel Console d'echafaudage
PT1482104E (pt) * 2003-05-28 2008-03-19 Marc Antoine Sistema modular de segurança para andaime

Also Published As

Publication number Publication date
EP1748125A3 (de) 2009-06-17
EP1748125A2 (de) 2007-01-31

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