EP1389660A1 - Plate-forme pour echafaudages - Google Patents

Plate-forme pour echafaudages Download PDF

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Publication number
EP1389660A1
EP1389660A1 EP01925585A EP01925585A EP1389660A1 EP 1389660 A1 EP1389660 A1 EP 1389660A1 EP 01925585 A EP01925585 A EP 01925585A EP 01925585 A EP01925585 A EP 01925585A EP 1389660 A1 EP1389660 A1 EP 1389660A1
Authority
EP
European Patent Office
Prior art keywords
platform
plate
plates
assembly
foreseen
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
EP01925585A
Other languages
German (de)
English (en)
Other versions
EP1389660B1 (fr
Inventor
Alberto Arozena Bergaretxe
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.)
Ulma CyE S Coop
Original Assignee
Ulma CyE S Coop
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 Ulma CyE S Coop filed Critical Ulma CyE S Coop
Publication of EP1389660A1 publication Critical patent/EP1389660A1/fr
Application granted granted Critical
Publication of EP1389660B1 publication Critical patent/EP1389660B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/15Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/152Platforms made of metal or with metal-supporting frame
    • 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
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/15Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/154Non-detachably fixed and secured connections between platform and scaffold

Definitions

  • the present invention refers to a platform for scaffolds, which is constituted by means of assembling two aluminium plates equipped with means of matched coupling and with means of hooking for its hanging from the structure of the scaffold.
  • the platform can be formed by the two basic plates mentioned and a third plate also of aluminium, capable of assembly between the former to achieve a greater width of the platform itself.
  • the object of the invention is to provide the market in general and the construction sector in particular, with a scaffold platform which is modular and is made of aluminium, proving much lighter than the conventional ones and therefore easier to handle, as well as allowing the width thereof to be increased notably by means of a plate which is mounted lengthwise between the two basic plates constituting the platform, without requiring additional elements and without requiring modification whatever of the basic plates nor of the elements thereof.
  • scaffold platforms are constituted by a sheet metal plate, sufficiently strong to support the weight of the persons working on top and even of the materials being used in the building of, for example, walls in the case wherein the platform is applicable to construction work.
  • the platforms have means of hooking to the structure of the scaffold, to achieve adequate stability of said platforms and are usually even equipped with means which allow the coupling of the platforms one after the other, determining practically a continuous surface, all of them with means of fastening to or hanging from the structure of the scaffold.
  • a scaffold platform is described incorporated by the classic sheet metal plate, by means of stiffening and longitudinal wings projecting vertically downward, forming underneath in each one of them an internal U-shaped profile directed upward, so that between the profiles of both sides and the underside of the plate some transversal and end pieces equipped with hooks are located and secured for hanging the structure from the scaffold.
  • the platform for scaffolds which is propounded has been improved in determined structural aspects thereof, in order to resolve the aforementioned drawbacks which are present in the conventional platforms, and at the same time to obtain some new functions or uses.
  • one of the innovations of the platform consists in being made from aluminium, with the consequent notable reduction in weight and, as a consequence, facilitating thereby the manipulation thereof.
  • Another innovation of the platform is that of being constituted by two basic plates, with the possibility of being constituted by means of three plates and achieving thereby a greater width without requiring additional elements nor complex and inappropriate assemblies, as sometimes occurs with conventional platforms.
  • the two basic plates constituting the platform are assembled lengthwise to each other by matched coupling, having for this on one of their longitudinal edges individual complementary formations, in one case forming a species of cylindrical channel open above and in the other case forming a cylindrical rib which is positioned in the channel of the preceding plate, having also a butt which prevents, after assembly, both plates from tilting downward, since if this occurred an angle would be formed between said pieces and the flatness of the platform which they constitute would be lost.
  • the aforementioned plates are also supplemented with a limiting and guiding means for assembly, determined by an arched lug foreseen in parallel with a segment of the perimeter corresponding to the cylindrical rib of one of the pieces, being determined between the lug and the rib a narrow arched channel into which is inserted and adapted the respective arched side segment corresponding to the cylindrical channel of the other plate.
  • Said two plates as well as the means of assembly mentioned and of the conventional non-slip protuberances which scaffold platforms usually have on their upper surface, comprise some means of stiffening constituted by tubular sectors, preferably rectangular and of notable width, foreseen on the underside of the edge opposite to that equipped with the means of assembly, although the piece equipped with the cylindrical channel constituting the other means of assembly, has in correspondence with the latter an inverted-T profile projecting downward.
  • the plates also have a tubular formation in the shape of a trapezoidal sector, projecting outward, in correspondence with the upper part of the edge corresponding to the aforementioned formation in the form of a rectangular sector for stiffening.
  • the platform is also supplemented with some lower crosspieces on which rest the inverted-T profiles for stiffening.
  • the platform incorporated in the manner described has the possibility of being widened without requiring modification whatever, for which reason a third plate has been foreseen which is inserted between the two basic plates, the former having means of assembly similar and complementary to those foreseen in the two basic plates.
  • the means for stiffening this third plate are constituted by two inverted-T profiles, one in the centre and another on one of the ends.
  • the platform of the invention is constituted by assembly to each other of two plates (1) and (2) which are of elongated rectangular configuration and which have means, preferably matched, for the assembly by mutual coupling of both plates (1) and (2).
  • plates (1) and (2) are stiffened by means of respective tubular formations (3) and (4) which are rectangular and of notable width, which project vertically downward in correspondence with one of the ends of the plates, specifically of the end opposite to that equipped with the means of assembly.
  • plates (1) and (2) are prolonged laterally and on top in a tubular formation (5) and (6), respectively, which is trapezoidal and of much smaller width than formations (3) and (4), so that that side and top formation forms in each case a step (7) with the top plane of the aforementioned plate (1) or (2).
  • top plane as well as that which is determined by side and top formations (5) and (6), have some longitudinal protuberances (8) which define the non-slip means with which, to this end, platforms for scaffolds are usually provided.
  • the means of assembly are constituted by a cylindrical rib (9) foreseen in the lower part of the longitudinal edge opposite to that of the tubular formation or sector for stiffening (3), of plate (1), that cylindrical rib (9) being supplemented with a bracket (10) located in a more interior point, and which runs in an arch parallel to the curvature of cylindrical rib (9), forming with the latter a groove (11) of arched trajectory.
  • the upper part wherein are established rib (9) and bracket (10) is flat and forms a slight step with respect to the rest of the surface of plate (1).
  • plate (2) as means of assembly, includes in the respective longitudinal edge a cylindrical groove (12), open on the top and with a butt (13) extending radially at an angle toward the exterior, as is clearly seen in figure 2.
  • the assembly by matching is implemented by positioning cylindrical rib (9) of plate (1) in groove (12) of plate (2), so that the wall segment corresponding to that groove (12) determined between the projection serving as butt (13) and the free edge of the former, is guided in groove (11) of plate (1), until butt (13) of plate (2) comes up against the free edge of bracket (10) of plate (1), limiting thereby the tilting between the two plates (1) and (2), that butt or tilting limitation being established when both are coplanar, that is, in the same plane.
  • Plate (2) as well as the tubular and stiffening sector (4), has, in correspondence with the opposite edge, a web or profile (14) in inverted-T shape, which projects perpendicularly to plate (2) from the central or intermediate point of circular and open channel (12) defining the means of assembling such plate (2), so that the transversal and lower segment of profile (14) rests on respective crosspieces (16) mounted on the underside of platform (17) which the two plates (1) and (2) form, as is represented in figure 4.
  • Platform (17) constituted by assembly of the two plates (1) and (2), is also supplemented with some end closing brackets (18) constituted by individual fishplates which are mounted on platform (17) itself, those brackets (18) having respective hooks (19) for hanging or suspension from the platform with respect to the general structure of the scaffold in which it is applied.
  • Figure 5 is shows how through those hooks (19) and with the collaboration of some rods (20) in oblique arrangement, the platform is hooked from some bars (21) corresponding to the commented structure of the scaffold.
  • the platform so constituted is capable of being widened without requiring additional elements, it being sufficient to mount a third plate (22) assembled between the two previous ones, so that this plate has on one of its longitudinal edges a cylindrical rib (9') and the arched bracket (10'), and on the opposite edge a cylindrical groove (12') and a projection serving as butt (13'), all this in like manner to the means of assembly established in basic plates (1) and (2), allowing thereby assembly of this plate (22) to both plates (1) and (2), as is represented in figures 8 and 9.
  • the additional or complementary plate (22) is equipped on its upper surface with the corresponding non-slip protuberances (8), whilst on the underside it has profiles (14') in inverted-T, with their lower transversal flange (15'), one of which profiles (14') is located in correspondence with the means of assembly determined by groove (12'), whilst the other profile (14') is established in an intermediate area of plate (22), profiles (14') determining the means for stiffening such plate (22), resting through its lower transversal flange (15') on respective crosspieces (16) already referred to.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)
  • Ladders (AREA)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forklifts And Lifting Vehicles (AREA)
EP01925585A 2001-04-26 2001-04-26 Plate-forme pour echafaudages Expired - Lifetime EP1389660B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/ES2001/000159 WO2002088487A1 (fr) 2001-04-26 2001-04-26 Plate-forme pour echafaudages

Publications (2)

Publication Number Publication Date
EP1389660A1 true EP1389660A1 (fr) 2004-02-18
EP1389660B1 EP1389660B1 (fr) 2005-06-15

Family

ID=8244324

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01925585A Expired - Lifetime EP1389660B1 (fr) 2001-04-26 2001-04-26 Plate-forme pour echafaudages

Country Status (6)

Country Link
EP (1) EP1389660B1 (fr)
AT (1) ATE298026T1 (fr)
BR (1) BR0116988A (fr)
DE (1) DE60111576D1 (fr)
ES (1) ES2244612T3 (fr)
WO (1) WO2002088487A1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004051614A1 (de) * 2004-10-22 2006-04-27 Peri Gmbh Industriegerüst
DE102006037019A1 (de) * 2006-08-08 2008-02-14 Rolf Kehrle Modularer, begehbarer Belag für Gerüste
EP2042670A1 (fr) * 2007-09-26 2009-04-01 SH Indústria de Metalurgia e Serviços de Engenharia Ltda. Plattform für Baugerüst
AU2007215383B2 (en) * 2006-02-14 2013-09-19 Gumboots Nominees Pty Limited Modular work platform
DE202018101369U1 (de) * 2018-03-12 2019-06-13 Peri Gmbh Treppenpodest mit integrierter Spaltüberbrückung

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104005703A (zh) * 2014-04-15 2014-08-27 厦门大端工业设计有限公司 一种拼接金属板

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2584761B3 (fr) * 1985-07-11 1987-08-07 Utema Travhydro Sa Passerelle metallique, notamment pour echafaudage
DE3724269A1 (de) * 1987-07-22 1989-02-02 Langer Geb Layher Geruestrahmentafel aus leichtmetall-strang-press-profilteilen
AT1028U1 (de) * 1994-08-25 1996-09-25 Alusuisse Lonza Services Ag Begehbare planke, insbesondere planke für den gerüstbau
DE19612867A1 (de) * 1995-04-01 1996-10-02 Langer Ruth Geb Layher Gerüstboden
DE19515062A1 (de) * 1995-04-27 1996-10-31 Langer Ruth Geb Layher Gerüstboden
DE29703879U1 (de) * 1997-03-04 1997-05-22 Alusuisse Technology & Management Ag, Neuhausen Am Rheinfall Begehbare Planke, insbesondere Planke für den Gerüstbau
DE19806092A1 (de) * 1998-02-14 1999-08-19 Layher W Vermogensverw Gmbh Gerüstboden

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO02088487A1 *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004051614A1 (de) * 2004-10-22 2006-04-27 Peri Gmbh Industriegerüst
US9316007B2 (en) 2004-10-22 2016-04-19 Peri Gmbh Industrial scaffolding
EP1792031B1 (fr) * 2004-10-22 2017-03-29 Peri Gmbh Echafaudage industriel
AU2007215383B2 (en) * 2006-02-14 2013-09-19 Gumboots Nominees Pty Limited Modular work platform
DE102006037019A1 (de) * 2006-08-08 2008-02-14 Rolf Kehrle Modularer, begehbarer Belag für Gerüste
DE102006037019B4 (de) * 2006-08-08 2012-04-19 Rolf Kehrle Modularer, begehbarer Belag für Gerüste
EP2042670A1 (fr) * 2007-09-26 2009-04-01 SH Indústria de Metalurgia e Serviços de Engenharia Ltda. Plattform für Baugerüst
DE202018101369U1 (de) * 2018-03-12 2019-06-13 Peri Gmbh Treppenpodest mit integrierter Spaltüberbrückung

Also Published As

Publication number Publication date
ATE298026T1 (de) 2005-07-15
DE60111576D1 (de) 2005-07-21
WO2002088487A1 (fr) 2002-11-07
ES2244612T3 (es) 2005-12-16
EP1389660B1 (fr) 2005-06-15
BR0116988A (pt) 2004-03-02

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