EP1233122A2 - Echafaudage de façade - Google Patents

Echafaudage de façade Download PDF

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Publication number
EP1233122A2
EP1233122A2 EP20020380022 EP02380022A EP1233122A2 EP 1233122 A2 EP1233122 A2 EP 1233122A2 EP 20020380022 EP20020380022 EP 20020380022 EP 02380022 A EP02380022 A EP 02380022A EP 1233122 A2 EP1233122 A2 EP 1233122A2
Authority
EP
European Patent Office
Prior art keywords
frameworks
facade
platforms
members
scaffolding
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
EP20020380022
Other languages
German (de)
English (en)
Other versions
EP1233122A3 (fr
EP1233122B1 (fr
Inventor
José Luis Ubinana Felix
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.)
Sistemas Tecnicos de Encofrados SA
Original Assignee
Ingenieria de Encofrados y Servicios SL
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 Ingenieria de Encofrados y Servicios SL filed Critical Ingenieria de Encofrados y Servicios SL
Publication of EP1233122A2 publication Critical patent/EP1233122A2/fr
Publication of EP1233122A3 publication Critical patent/EP1233122A3/fr
Application granted granted Critical
Publication of EP1233122B1 publication Critical patent/EP1233122B1/fr
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
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • 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
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/154—Non-detachably fixed and secured connections between platform and scaffold
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/006—Scaffold with cantilevered sections, e.g. to accommodate overhangs or recesses in the facade
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/06—Consoles; Brackets
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/06—Consoles; Brackets
    • E04G5/061—Consoles; Brackets specially adapted for attachment to scaffolds
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E04G5/144—Railings specific for the lateral, i.e. short side of a scaffold
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/16—Struts or stiffening rods, e.g. diagonal rods
    • E04G5/165—Lintel for scaffoldings
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
    • E04G7/307—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
    • E04G7/308—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect without tying means for connecting the bars or members

Definitions

  • the present invention relates to so called facade scaffolding, providing characteristics of novelty and inventive step with respect to those known at present.
  • Facade scaffolds are associated with the facades of buildings in order to carry out repair work thereon, this being able to include complete restoration work on the facade.
  • the facade scaffolds known at present have the drawback of excessive constructional complexity, which increases their price and the time necessary for erecting and dismantling them. At the same time, in many cases they do not have the proper safety features for the personnel working on them.
  • the present invention is intended to disclose said facade scaffolds by means of which it is possible to achieve constructional and functional improvements which allow lower costs and greater safety for the personnel to be obtained.
  • the present invention extends to several aspects of the scaffold, which can be explained starting from the constitution of the portal legs by means of a plurality of easily dismantled constituent segments, especially three parts, reducing transport and storage space, being intended to constitute portals with fixed, prefabricated iron girders, of the Voith type or the like, carrying platforms and equipped with fixed rods receiving the tubular frameworks which will successively constitute the scaffold assembly.
  • Said frameworks have a special structure, the vertical members being equipped with a plurality of rings for the suspension of the brackets for the service platforms, having the feature that the spacing between the suspension rings is double the spacing between the hooks of the brackets, thus permitting greater freedom of adjustment of the suspension height of the bracket.
  • each bracket has an intermediate flange intended for fixing it to the corresponding vertical framework member.
  • the scaffolding frameworks have rapid, non-detachable couplings for the ends of bars, both reinforcing bars and other structural members, such as handrails, etc. Said couplings have tilting retaining tabs, capable of permitting the introduction of the end of the bar which it is desired to insert, effecting by their own means the automatic raising of the retaining tab, which is subsequently arranged such that it cannot be unfastened accidentally, requiring a deliberate manual action for this purpose, thereby providing greater safety in the device.
  • the service platforms produced as is customary from non-slip sheet metal, for example perforated and swaged sheet metal, are equipped with end clamps capable of being centred directly on the tubular members of the frameworks of the structure, having safety devices which prevent their accidental disassembly.
  • the ends of the platforms are produced with a special highly rigid structure which prevents their deformation or damage in transport and likewise prevents accidental deformation of the platforms in service.
  • the platforms themselves have associated therewith bases inserted by means of protuberances in seatings of the platforms, by which means the proper coupling of the base to the platform is guaranteed for any dimensions of the latter and with independence of the members of the structure, guaranteeing at all times adequate closure of the lateral edges of the platform, preventing tools or other objects from falling.
  • Another feature of the present invention consists in that the fixed girders of the portals have upper rods fixed at the ends, and rods or members receiving the frameworks in an intermediate position which are displaceable on the girder itself, in order to permit adaptation of the scaffold to the facade line and to the different bodies protruding from the facade.
  • a further additional feature of the present invention lies in the form of assembly of the girders of the portals having a wide span, which is effected by suspension on special supports which are hung from the rings of the upright legs or frameworks, which bound the portal, permitting the positioning of the girders bearing on said supports and without end stop.
  • two objectives are fulfilled, firstly, maintaining the girder suspended while the work of fixing the girder on the upright legs or frameworks is carried out, and secondly, since there is no longitudinal stop, permitting the use of the same fixed girder for openings of reduced length, that is to say, smaller than the girder.
  • Figure 1 shows a front view of a scaffold assembly according to the present invention.
  • Figure 2 shows a view in side elevation of the same scaffold of Figure 1.
  • Figure 3 shows an exploded view of a portal and a framework of the scaffold.
  • Figure 4 shows a detail, in perspective, of one of the upper vertices of a framework of the scaffold.
  • Figure 5 shows a variant of the bar retaining coupling of the scaffold.
  • Figures 6, 7 and 8 show views in side elevation, in plan, and from below, of a service platform.
  • Figures 9 and 10 respectively show a view in elevation from one end of the same platform and a section through the section plane indicated.
  • Figure 11 shows a view in elevation of a base to be used with the platforms of the present invention.
  • Figure 12 shows a detail in side elevation of the engagement of a platform with a tubular member of the structure.
  • Figure 13 shows in a perspective view the relative position of a service platform with respect to a tubular member of the structure.
  • Figure 14 shows a perspective view of an end of a platform, in an inverted position.
  • Figure 15 shows a detail of a safety coupling device for coupling a platform to a tubular structural member.
  • Figure 16 shows an exploded view of a girder for an opening with its upright support legs and supplementary assembly parts.
  • Figures 17 and 18 are views in side elevation and in front elevation of a supplementary support part for supporting the girders for the openings.
  • Figure 19 shows a perspective view in which can be seen the coupling of one of the supplementary parts of Figures 17 and 18 on a framework.
  • Figure 20 shows a view in front elevation of a provisional safety device to be used in the assembly of successive platforms.
  • Figure 21 shows a detail of a closure member for closing an end of a service platform.
  • Figures 22 and 23 shows views in side elevation and in plan of a retaining coupling device.
  • Figures 24 to 27 show the different stages of operation of the retaining coupling for retaining the reinforcing, handrail and other bars of the structure.
  • Figure 28 is a perspective view which shows the coupling of platforms on a scaffolding structure according to the present invention.
  • a facade scaffolding according to the present invention has been indicated by the general number 1 in Figures 1 and 2 and comprises framework structures such as 2, 2', 2", which make contact with the ground by means of the adjustable legs 3 and which constitute working levels by means of successive associated platforms such as 4, 4', 4", on the upper ends of the frameworks.
  • Lateral brackets such as those indicated by the numbers 5 and 6, make it possible to couple other lateral platforms, such as 7 and 8, and also other structures, optionally at different heights and having a different depth with respect to the facade, such as shown by the frameworks 9 and 9' associated with the front brackets, which will be arranged with a spacing from the facade different from that obtained by means of the platforms 4 and 7.
  • portal legs indicated by the number 10 are formed by a lateral tubular member 11 detachably coupled to the adjustment legs or adjustment bases 3, and carrying coupled to the top a support structure 12 for supporting the portals which has bottom couplings such as 13 and 14, intended to fit on the upper rods 15 and 16 of the portal legs 11, and upper projecting rods such as those indicated by the numbers 17, 18 and 19, intended to receive the upper portals 2 and the platforms 4.
  • the number of intermediate rods 18 will be variable, especially one or two, and their mounting on the girder will be displaceable in order to adapt to the facade line and to its projecting bodies.
  • the structure 12 will preferably be produced by means of steel transverse girders of known type, such as those termed Voith girders.
  • the constitution mentioned permits easy dismantling of the portals, thereby also simplifying their storage and transport.
  • the vertical members of the frameworks 2 have a plurality of suspension rings 20, 20', Figures 3 and 4, on which it is possible to suspend the brackets 5 or 6 by their hooks, the two hooks indicated by the numbers 21 and 22 for the bracket 5 being shown.
  • the spacing between every two rings 20, 20' is double the spacing between the hooks 21 and 22 of the brackets, thus considerably increasing the possibility of adjustment in height of said brackets.
  • they For securing the brackets once suspended, they have rapid action flanges such as that indicated by the number 23 in Figure 3. Said flanges will be rigidly connected to the vertical members of the framework 2, providing perfect stability of the bracket carrying its own platform 8.
  • an upper point of junction of a framework 2 comprises a welded cross-member 24 and an upper projecting rod 25 intended to receive the tubular members of other frameworks in an upper position, other reinforcing members of varied shape, such as those indicated by the number 26, also being provided.
  • rapid coupling devices for bars consisting, for example of projecting rods such as that indicated by the number 27, which has a retaining tab 28 for bars with flattened end provided with an aperture, or the structure shown in Figure 5, in which the support 29 for the retaining tab 30 has a substantially parallelepipedal structure, consisting, for example, of a narrow metal plate bent into a U-shape.
  • each platform 4 comprises a top plate 67 provided with a non-slip profile, for example by means of swaged apertures 68, having in addition reinforced end-pieces at both ends, indicated by the numbers 31 and 32 and which have underneath the shape of a sector of a circle 33, Figure 12, to allow improved coupling thereof to a tubular member 34 of the structure.
  • a safety device 35 which will be explained hereinafter, prevents accidental dismantling of a platform.
  • each of the ends of the platforms 4 consists of a parallelepipedal box structure 69 carrying the coupling end-pieces 32 and which are fixed by welding to the lateral bent over flanges such as 36 and 37 of the platform 4, inner reinforcing plates 38 fixed to the same flanges indicated also being provided.
  • Figure 15 shows a detail of a coupling end-piece 32 in which can be seen the arrangement of the safety devices 35, which comprise a short rod or bar 70 equipped with stops, for example the bottom stop 39, and which passes through the lower and side walls of the box 69 by way of apertures 40 and 41, such that said rods can adopt the two positions shown: on the right, the service position in which they assist the retention of the platform on the tubular member 34 of the framework, or the position shown by dashed lines on the left, in which said rods are arranged in the position for dismantling.
  • the safety devices 35 which comprise a short rod or bar 70 equipped with stops, for example the bottom stop 39, and which passes through the lower and side walls of the box 69 by way of apertures 40 and 41, such that said rods can adopt the two positions shown: on the right, the service position in which they assist the retention of the platform on the tubular member 34 of the framework, or the position shown by dashed lines on the left, in which said rods are arranged in the position for dismant
  • the platforms will carry associated base members, for which purpose they have apertures in their upper face which are arranged in proximity to their lateral edges, such as those indicated by the numbers 71 and 71', for one of the laterals of the platform 4 shown in Figure 7.
  • the bases formed by flat plates of elongate rectangular shape 42, Figure 11 can be easily mounted by means of downwardly protruding rods 43 and 44 which are introduced into the apertures 71 and 71'.
  • Said rods also penetrate into the flanges of the plate constituting the platform, such that they prevent its accidental removal, since it can be dismantled only by ensuring the verticality of the bases, which will prevent it from being dismantled accidentally.
  • the bases are engaged in the said platforms, the correct functioning of the bases will be ensured in any circumstances.
  • each platform 4 has, at its end, stops such as 45 and 46 which will prevent overturning of the platforms and which also serve to avoid openings between the platforms on the same floor level.
  • the formation of portals having a wide span is effected by means of supporting end frameworks, such as those indicated by the numbers 47 and 48 in Figure 16, and a transverse girder 72 which is engaged with the aforesaid upright legs by means of supplementary parts 49 and 50 intended to couple it to rings of the upper part of the aforesaid upright legs, as a phase prior to it being mounted in position.
  • Figures 17, 18 and 19 show in greater detail the assembly of the supplementary parts 49 and 50, one of these being illustrated, that is to say the part 49, in which can be seen the arrangement of a top hook 73 intended to permit its suspension from one of the rings 74 of a framework 75, likewise having a "U"-shaped lower profile 76, intended to grasp the upright leg or framework 75 once suspension in the ring 74 has been effected.
  • Cross-shaped lateral arms 77 and 78 equipped with strong lower consoles, make it possible to receive a girder, such as, for example, the girder 72 shown in Figure 16.
  • special safety frameworks are provided, such as that indicated as a whole by the number 79 in Figure 20.
  • Said framework comprises two vertical columns 80 and 81 which are coupled by means of hooks to the rings of two successive frameworks 82 and 83, bearing at the bottom by means of the arched supports 84 and 85 on the aforesaid frameworks, said framework 79 having cross-members such as 86 and 87 which constitute a guard rail.
  • guard closures on the end frameworks 51 which correspond to the end of a platform, guard closures will be engaged, consisting basically of frameworks of smaller dimensions 52, equipped with vertical members 53 and 54 and cross-members varying in number, as well as a lower base plate 55.
  • FIG. 22 to 27 shows the actual embodiment of a bar connection device with retaining tab.
  • a support of folded over narrow metal plate 56 receives a tab 58 inside it, tilting on the transverse axis 57 and which has a complex profile shown in Figures 24 to 27, in which it can be seen that said tab 58 has two substantially parallel faces 59 and 60, which terminate in ends on which can be observed, on one side, a prominent sharp tooth 61 and a limb projecting towards the upper part 62, while the other end has two flat faces 63 and 64 forming an obtuse angle.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ladders (AREA)
  • Emergency Lowering Means (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP02380022.0A 2001-02-14 2002-02-01 Echafaudage de façade Expired - Lifetime EP1233122B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES200100327 2001-02-14
ES200100327A ES2203270B1 (es) 2001-02-14 2001-02-14 Perfeccionamientos en andamios de fachada.

Publications (3)

Publication Number Publication Date
EP1233122A2 true EP1233122A2 (fr) 2002-08-21
EP1233122A3 EP1233122A3 (fr) 2004-03-24
EP1233122B1 EP1233122B1 (fr) 2016-08-31

Family

ID=8496722

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02380022.0A Expired - Lifetime EP1233122B1 (fr) 2001-02-14 2002-02-01 Echafaudage de façade

Country Status (3)

Country Link
EP (1) EP1233122B1 (fr)
ES (2) ES2203270B1 (fr)
PT (1) PT1233122T (fr)

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1731692A1 (fr) * 2005-06-08 2006-12-13 de Leeuw, Petrus Johannes Lambertus Échafaudage avec rigidité ameliorée
EP2083132A3 (fr) * 2008-01-24 2013-03-06 RUX GmbH Montant d'échafaudage
EP2706166A1 (fr) * 2012-09-11 2014-03-12 Hussor Erecta Société anonyme Tour d'étaiement modulaire pour le génie civil et le bâtiment
EP2719847A2 (fr) 2012-10-12 2014-04-16 Harsco Infrastructure Services GmbH Console pour un échafaudage de façade dotée d'une console partielle logée de façon mobile
EP2757210A1 (fr) 2013-01-21 2014-07-23 Hussor Erecta Société anonyme Élement de construction, notamment pour échafaudage ou similaire, pourvu d'un dispositif de verrouillage
JP2015055058A (ja) * 2013-09-10 2015-03-23 株式会社竹中工務店 作業足場の設置構造
US20150144427A1 (en) * 2013-11-26 2015-05-28 Ronald A. Eftink Scaffold extension systems and methods
JP2015113695A (ja) * 2013-12-16 2015-06-22 株式会社竹中工務店 足場支持構造
EP2940231A1 (fr) * 2014-04-30 2015-11-04 ODA Systems Limited Support pour une plate-forme d'accès
CN105102183A (zh) * 2013-01-24 2015-11-25 康克斯科技公司 具有模块化可移除附接的侧向工人支撑脚手架的多层管道支撑框架系统
JP2015218576A (ja) * 2014-05-20 2015-12-07 光洋機械産業株式会社 足場拡幅用ブラケット及びその取付方法
JP2017048602A (ja) * 2015-09-02 2017-03-09 信和株式会社 足場における横架材の支持構造及び足場
FR3041009A1 (fr) * 2015-09-15 2017-03-17 Dcns Structure d'echafaudage
JP6345869B1 (ja) * 2017-12-26 2018-06-20 株式会社クリス・コーポレーション 仮設足場用部材
JP2018138717A (ja) * 2017-02-24 2018-09-06 光洋機械産業株式会社 梁枠の取付構造並びにこれに用いられる梁枠受け部材及び梁枠渡し部材
JP2018145712A (ja) * 2017-03-07 2018-09-20 日建リース工業株式会社 足場用梁枠
JP2018145715A (ja) * 2017-03-07 2018-09-20 日建リース工業株式会社 足場用梁枠および仮設足場の開口部構造
US10106992B2 (en) 2015-09-23 2018-10-23 Oda Systems Ltd Bracket for an access platform
WO2021053358A1 (fr) * 2019-09-20 2021-03-25 Turner Access Limited Support d'échafaudage temporaire
EP3896239A1 (fr) * 2020-04-15 2021-10-20 RUX GmbH Échafaudage
IT202100027602A1 (it) * 2021-10-28 2022-01-28 Antonio Guidara Dispositivo di sostegno verticale per l'esecuzione di solai in calcestruzzo armato di grandi dimensioni ed altezze
WO2023073637A1 (fr) * 2021-10-28 2023-05-04 Guidara Antonio Structure de support vertical destinée à la construction de planchers en béton armé
US12049764B1 (en) * 2022-05-24 2024-07-30 II David R. Lyle Wall jack

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102021122288A1 (de) 2021-08-27 2023-03-02 Peri Se Gerüststiel zum vertikalen Einbau in einen Gerüstabschnitt

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FR1376804A (fr) * 1963-10-09 1964-10-31 Kwikform Ltd Perfectionnements apportés aux échafaudages de construction
FR2485598A3 (fr) * 1980-06-26 1981-12-31 Fap Fabrica Attrezature Prefab Plate-forme pour echafaudages tubulaires metalliques
FR2501267A1 (fr) * 1981-03-03 1982-09-10 Entrepose Plancher d'echafaudage
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EP0918912A1 (fr) * 1996-08-16 1999-06-02 Peri Gmbh Echafaudage de fa ades demontable
EP0995860A1 (fr) * 1998-05-08 2000-04-26 ULMA C y E, S. COOP. Nouveau procede de montage de garde-fous dans les echafaudages

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FR1188571A (fr) * 1957-11-08 1959-09-23 Entrepose échafaudage tubulaire
US3726362A (en) * 1972-03-13 1973-04-10 Trio Leasing A c scaffold frame
GB8323753D0 (en) * 1983-09-05 1983-10-05 Rieder R Scaffolding
DE9112423U1 (de) * 1991-10-05 1992-04-09 Günter Rux GmbH, 5800 Hagen Metallstandgerüst
US5112155A (en) * 1991-11-04 1992-05-12 Jackson George W Connector for assembling components of scaffolding
ES2068136B1 (es) * 1993-05-04 1998-01-16 Ulma S Coop Andamio multidireccional perfeccionado.
DE9311490U1 (de) * 1993-08-02 1993-09-30 Merkel, Gerald, 02625 Bautzen Aushebesicherung für Gerüstbelagteile

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2126844A (en) * 1938-02-25 1938-08-16 Safway Steel Scaffold Co Of Am Putlog
FR1376804A (fr) * 1963-10-09 1964-10-31 Kwikform Ltd Perfectionnements apportés aux échafaudages de construction
FR2485598A3 (fr) * 1980-06-26 1981-12-31 Fap Fabrica Attrezature Prefab Plate-forme pour echafaudages tubulaires metalliques
FR2501267A1 (fr) * 1981-03-03 1982-09-10 Entrepose Plancher d'echafaudage
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EP1731692A1 (fr) * 2005-06-08 2006-12-13 de Leeuw, Petrus Johannes Lambertus Échafaudage avec rigidité ameliorée
EP2083132A3 (fr) * 2008-01-24 2013-03-06 RUX GmbH Montant d'échafaudage
EP2706166A1 (fr) * 2012-09-11 2014-03-12 Hussor Erecta Société anonyme Tour d'étaiement modulaire pour le génie civil et le bâtiment
EP2719847A2 (fr) 2012-10-12 2014-04-16 Harsco Infrastructure Services GmbH Console pour un échafaudage de façade dotée d'une console partielle logée de façon mobile
DE102012218672A1 (de) 2012-10-12 2014-04-17 Harsco Infrastructure Services Gmbh Konsole für ein Fassadengerüst mit einer verschiebbar gelagerten Teilkonsole
FR3001243A1 (fr) * 2013-01-21 2014-07-25 Hussor Erecta Element de construction, notamment pour echafaudage ou similaire, pourvu d'un dispositif de verrouillage
EP2757210A1 (fr) 2013-01-21 2014-07-23 Hussor Erecta Société anonyme Élement de construction, notamment pour échafaudage ou similaire, pourvu d'un dispositif de verrouillage
CN105102183B (zh) * 2013-01-24 2018-04-20 康克斯科技公司 具有模块化可移除附接的侧向工人支撑脚手架的多层管道支撑框架系统
CN105102183A (zh) * 2013-01-24 2015-11-25 康克斯科技公司 具有模块化可移除附接的侧向工人支撑脚手架的多层管道支撑框架系统
EP2948270A4 (fr) * 2013-01-24 2016-08-24 Conxtech Inc Châssis de support de conduites à plusieurs étages avec système d'échafaudage latéral modulaire amovible pour travailleurs
JP2015055058A (ja) * 2013-09-10 2015-03-23 株式会社竹中工務店 作業足場の設置構造
US20150144427A1 (en) * 2013-11-26 2015-05-28 Ronald A. Eftink Scaffold extension systems and methods
JP2015113695A (ja) * 2013-12-16 2015-06-22 株式会社竹中工務店 足場支持構造
EP2940231A1 (fr) * 2014-04-30 2015-11-04 ODA Systems Limited Support pour une plate-forme d'accès
JP2015218576A (ja) * 2014-05-20 2015-12-07 光洋機械産業株式会社 足場拡幅用ブラケット及びその取付方法
JP2017048602A (ja) * 2015-09-02 2017-03-09 信和株式会社 足場における横架材の支持構造及び足場
FR3041009A1 (fr) * 2015-09-15 2017-03-17 Dcns Structure d'echafaudage
US10106992B2 (en) 2015-09-23 2018-10-23 Oda Systems Ltd Bracket for an access platform
JP2018138717A (ja) * 2017-02-24 2018-09-06 光洋機械産業株式会社 梁枠の取付構造並びにこれに用いられる梁枠受け部材及び梁枠渡し部材
JP2018145712A (ja) * 2017-03-07 2018-09-20 日建リース工業株式会社 足場用梁枠
JP2018145715A (ja) * 2017-03-07 2018-09-20 日建リース工業株式会社 足場用梁枠および仮設足場の開口部構造
JP2019112891A (ja) * 2017-12-26 2019-07-11 株式会社クリス・コーポレーション 仮設足場用部材
JP6345869B1 (ja) * 2017-12-26 2018-06-20 株式会社クリス・コーポレーション 仮設足場用部材
WO2021053358A1 (fr) * 2019-09-20 2021-03-25 Turner Access Limited Support d'échafaudage temporaire
GB2589448B (en) * 2019-09-20 2024-02-28 Turner Access Ltd Temporary scaffolding rest
US12084876B2 (en) 2019-09-20 2024-09-10 Sunshine Enterprise Group Eu Limited Temporary scaffolding rest
EP3896239A1 (fr) * 2020-04-15 2021-10-20 RUX GmbH Échafaudage
IT202100027602A1 (it) * 2021-10-28 2022-01-28 Antonio Guidara Dispositivo di sostegno verticale per l'esecuzione di solai in calcestruzzo armato di grandi dimensioni ed altezze
WO2023073637A1 (fr) * 2021-10-28 2023-05-04 Guidara Antonio Structure de support vertical destinée à la construction de planchers en béton armé
US12049764B1 (en) * 2022-05-24 2024-07-30 II David R. Lyle Wall jack

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EP1233122A3 (fr) 2004-03-24
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EP1233122B1 (fr) 2016-08-31
ES2203270B1 (es) 2005-02-16
ES2203270A1 (es) 2004-04-01

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