EP1264056B1 - Procede de montage d'echafaudage, echafaudage et pieces de cet echafaudage - Google Patents

Procede de montage d'echafaudage, echafaudage et pieces de cet echafaudage Download PDF

Info

Publication number
EP1264056B1
EP1264056B1 EP01912599A EP01912599A EP1264056B1 EP 1264056 B1 EP1264056 B1 EP 1264056B1 EP 01912599 A EP01912599 A EP 01912599A EP 01912599 A EP01912599 A EP 01912599A EP 1264056 B1 EP1264056 B1 EP 1264056B1
Authority
EP
European Patent Office
Prior art keywords
scaffold
posts
bases
coupling
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.)
Expired - Lifetime
Application number
EP01912599A
Other languages
German (de)
English (en)
Other versions
EP1264056A1 (fr
Inventor
Robertus Jacobus Reigwein
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.)
Reco Holding BV
Original Assignee
Reco Holding BV
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 Reco Holding BV filed Critical Reco Holding BV
Publication of EP1264056A1 publication Critical patent/EP1264056A1/fr
Application granted granted Critical
Publication of EP1264056B1 publication Critical patent/EP1264056B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/02—Scaffold feet, e.g. with arrangements for adjustment
    • 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
    • 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

Definitions

  • the invention relates to a method for erecting a scaffold.
  • the invention moreover relates to a scaffold and parts therefor.
  • the invention further relates to the use of different existing scaffolding systems, at least components thereof, in combination, for erecting a scaffold.
  • scaffold tubes In traditional scaffolding systems, relatively smooth, tubular scaffold tubes are used, which can be interconnected by means of scaffold clamps. Separate scaffold clamps for obtaining cross and corner joints and the like for such traditional scaffolding systems are, for instance, supplied by the firm Van Thiel United, The Netherlands, and are, for instance, described in NL 7117188 and NL 9202043.
  • scaffold tubes can be longitudinally coupled through the use of, for instance, loose welded couplings.
  • ends of the scaffold tubes comprise specific coupling elements which can readily be interconnected by insertion and, for instance, rotation.
  • Such coupling is, for instance, presented under the type indication "tube lock", in The Netherlands supplied by the firm Van Thiel United, Beek en Donk, involving the use of a bayonet system.
  • tube lock in The Netherlands supplied by the firm Van Thiel United, Beek en Donk, involving the use of a bayonet system.
  • These are used for longitudinal coupling of the relatively smooth scaffold tubes, mainly for forming vertical posts.
  • horizontal members and vertical posts can be provided and coupled in almost any position relative to one another.
  • a loose scaffold clamp can be secured around a scaffold tube (post, horizontal member, strut or the like) anywhere, whereupon a second smooth scaffold tube can be secured in the relevant coupling, again in a position to be selected at random.
  • a particularly great freedom of building is realized, while, for instance, irregular shapes of buildings can easily be followed, floors and the like can be provided at any desired height and location, and loose, universal components can be used therewith.
  • system scaffolding systems use is made of standardized components having fixed lengths and couplings. At both ends of the system scaffolding tubes, a first coupling element is in each case provided, capable of cooperating with a second coupling element provided on another scaffold tube.
  • Such system scaffolding system is, for instance, known as the "cup lock” type, in The Netherlands supplied by the firm SGB Holland Helmond. Comparable systems are, for instance, presented in Belgium by the name “Dura Lock”.
  • posts, horizontal members, struts and the like should always be provided at fixed distances and fixed angles relative to one another, which means that particularly little freedom of design is obtained. Thus, for instance small variations in floor heights in the construction can hardly be taken up.
  • a further advantage of such system scaffolding system is that with such systems, a scaffold can be built up and taken down again in a particularly fast and easy manner, while requiring relatively little manpower.
  • a further advantage of such system scaffolding system is that the posts are disposed at fixed distances relatively to one another. This enables the use of so-called consoles, which are for instance suspended from the posts in a position adjacent the object to the built or at least processed, in such a manner that, for instance, a bricklayer can stand between two floors for further building up a wall.
  • consoles which are for instance suspended from the posts in a position adjacent the object to the built or at least processed, in such a manner that, for instance, a bricklayer can stand between two floors for further building up a wall.
  • Such console is also advantageous for many other applications.
  • the object of the invention is to provide a method for erecting a scaffold, wherein the advantages of the above-described scaffolding systems are maintained as much as possible, without the drawbacks thereof. More in particular, the object of the invention is to provide a method for erecting a scaffold wherein a large measure of freedom of design is obtained, while use can nevertheless be made of at least a fixed grid in which the scaffold is disposed on a ground surface, to enable the use, at the appropriate location, of standard parts such as consoles and the like.
  • a method according to the invention is characterized by the features of claim 1.
  • a method according to the invention use is made, in an inventive manner, of parts of a system scaffolding system for forming a lower scaffold part, as well as parts of a traditional scaffolding system, for building up the upper scaffold part.
  • bases can rapidly and unequivocally be disposed at a fixed mutual distance and, accordingly, in a predetermined grid.
  • at least two posts, at least bases are interconnected in this manner, preferably in each case at least four bases arranged in a rectangle. Such thus formed rectangles can then be intercoupled again to two further horizontal members from the relevant system scaffolding system.
  • the bases further comprise first coupling elements adjacent their top ends, whereby complementary second coupling elements can be coupled, provided on one end of a scaffold tube of a traditional scaffolding system
  • these scaffold tubes can, as posts, be secured on the bases in a simple, fast and unequivocal manner so as to be fixed in position.
  • the bases are kept at a fixed mutual distance by the horizontal members, and are moreover readily fixed in upright position by the horizontal members, at least the lowermost scaffold part can be erected with relatively little manpower, for instance by one person, after which building up can be continued in a simple manner without requiring all types of usual supporting constructions. Because only the horizontal members from the system scaffolding system are necessary, the investments in the system parts can be reduced to a minimum, while the desired advantages are achieved all the same.
  • a method according to the invention is further characterized by the features of claim 2.
  • a console is mounted on posts of the scaffold, at a height to be selected at random.
  • a console should be understood to comprise at least support means, comprising a floor on which users can, for instance, stand or put down things.
  • a console is formed by support braces which, by means of scaffold clamps, can be secured against the posts which by themselves are relatively smooth, so that the height of the console, i.e. the distance between adjacent platforms of the scaffold and the floor of the console, can be selected at random.
  • a console according to the invention can be built up by means of a standard floor, at least as far as dimensions are concerned, or at least a floor built up from standard elements, in particular one of the system scaffolding system used between the bases.
  • the floor can readily be secured on the support braces by the standard means, so that sliding or detachment otherwise can readily be prevented.
  • the safety is increased considerably, while the method offers much freedom in configuration.
  • a number of telescopic horizontal members are used for connecting the posts horizontally, approximately transverse to the longitudinal direction of the scaffold.
  • This provides the advantage that the distance between the posts and, for instance, a building wall to be built up or covered can be fixedly chosen, while by means of the telescopic horizontal members and platforms provided thereon, the distance between the edge of the scaffold and the relevant building can be set.
  • the posts be positioned at least about 30 cm from the relevant building, in order to provide for sufficient space for, for instance, brickwork and brickwork rows. More in particular, a distance of a few decimeters is often maintained, for instance about 70 cm in total, so that before the front posts, sufficient space remains for users.
  • a method according to the invention is further characterized by the features of claim 5.
  • bases provided with height-adjusting means offers the advantage that the top ends of juxtaposed bases can readily be brought to the same level, before building up an upper scaffold part.
  • the invention further relates to a scaffold characterized by the features of claim 8.
  • a scaffold according to the present invention comprises a lower scaffold part substantially built up through the use of system scaffold parts, in particular horizontal members thereof, and an upper scaffold part substantially built up from elements of a traditional scaffolding system.
  • the upper scaffold part offers a particularly great freedom in design and construction, while only a small assortment of different parts needs to be used and the lower scaffold part provides for a solid, dimensionally stable basis.
  • this dimensionally stable basis offers, for instance, the possibility of using, in the upper scaffold part, standard floor parts with coupling means provided at fixed mutual distances, for instance for forming platforms and consoles, which can be fitted at any desired height and in any desired position due to the fact that traditional scaffolding system parts are used for the upper scaffold part.
  • the invention further relates to a base for use in a method or scaffold according to the invention, characterized by the features of claim 12.
  • Such base offers the advantage that in a particularly fast manner, a lower scaffold part can be formed according to a fixed grid, which lower scaffold part is self-supporting and can, for instance, be assembled by one person.
  • the third coupling means enable in a particularly simple and fast manner coupling of different bases by means of horizontal members of a system scaffolding system.
  • the first coupling elements provide the possibility of coupling posts to the bases in a particularly fast and unequivocal manner, which posts can fit in a traditional scaffolding system.
  • a base according to the invention is characterized by the features of claim 13.
  • the setting means offer the advantage that the third coupling means of two juxtaposed bases can be brought to approximately the same height in a simple manner, so that the system horizontal members can be fitted in a simple manner.
  • the base plates are designed so that the bases can also be positioned loosely, prior to the intercoupling.
  • the invention further relates to a horizontal member, characterized by the features of claim 14.
  • Such horizontal member offers the advantage that it is readily applicable within a method or scaffold according to the invention, since the posts of the upper scaffold part are included in a fixed grid. This means that the horizontal members can rapidly and unequivocally be secured on the posts at any desired height, so that a desired floor can be fitted. On the telescopic second parts, scaffold planks or like support floors can then be placed, whose width can be varied depending on the desired distance to the object to be processed.
  • Fig. 1 is a perspective view of a portion of a scaffold 1 according to the invention, comprising a lower scaffold part 2 and an upper scaffold part 3 fixed thereon.
  • the scaffold 1 comprises a first row 4 of vertical posts 6 and a second row 8 of vertical posts 6 extending parallel thereto.
  • the posts 6 are provided with, or at least placed on, bases 10, to be described in more detail hereinbelow, which bases 10 are arranged in a grid.
  • “grid” should at least be understood to mean a frame of regularly spaced apart corner points.
  • the bases 10 are arranged on said corner points of the grid.
  • the grid is built up from rectangles of about 1300 by about 1800 mm.
  • first horizontal members 12 lying in the longitudinal direction
  • second horizontal members 14 extending at right angles thereto in the width direction.
  • the horizontal members 12, 14 are horizontal members from a system ledger system as shown, for instance, in Fig. 6.
  • the first horizontal members 12 and second horizontal members 14 have fixed dimensions, in the exemplary embodiment shown 1800 and 1300 mm.
  • the horizontal members 12, 14 are provided with a coupling element associated or compatible with a cup-lock system ledger system, to be referred to as fourth coupling element 18.
  • This fourth coupling element 18 consists of a rectangular plate mounted on the horizontal members 12, 14 and having slightly beveled ends, which can readily be coupled to a third coupling element 20 on a base 10, as shown in Fig. 5. To that end, as shown schematically in Fig.
  • the fourth coupling element 18 is placed with a downwardly facing part of the plate into a cup-shaped first part, mounted on the base 10, of the third coupling element 20, between said first cup-shaped element 22 and a retaining ring 24 located slightly higher on the base.
  • the retaining ring 24 has its top end provided with a spirally arranged run-on face 26 capable of rubbing along a projection 28 on the vertical tube 30 of the base 10. Hence, rotation of the retaining ring 24 means that the run-on face 26 will run down along the projection 28 whilst moving the retaining ring 24 in vertical direction.
  • the cup-shaped element 22 and the retaining ring 24 have their facing sides provided with a groove 32 and 34 respectively wherein the fourth coupling element 18 can at least partially be received and retained through downward rotation of the retaining ring 24.
  • the fourth coupling element 18 can at least partially be received and retained through downward rotation of the retaining ring 24.
  • the grid of the lower scaffold part 2 is defined by the length of the first and second horizontal members 12, 14 and the thickness of the tube 30 of the base 10.
  • the base 10 has the lower end 36 of the tube 30 secured in a base spindle 38 known per se, which is left out in Fig. 5 for clarity's sake.
  • a base spindle 38 known per se, which is left out in Fig. 5 for clarity's sake.
  • the distance between a base plate 40 of the base spindle 38 on which the base 10 can be supported and at least the third coupling element 20 can readily be set, such that the third coupling elements 20 of two juxtaposed bases 10 can easily be brought to the same level.
  • Secured to the top end 42 of the tube 30 is a male part of a tube-lock joint as first coupling element 44.
  • Tube-lock joints here mentioned by way of example only, are already known per se from, for instance, NL 1004234, and are intended for connecting scaffold tubes longitudinally.
  • a post 6 as shown in Fig. 7 is provided, adjacent a first end 46 thereof, with a female part 48 compatible with said male part 44 of the tube-lock system, while to the opposite, second end 50, a male part 44 is again secured.
  • the tube-lock coupling elements 44, 48 can be coupled by a bayonet-shaped catch, such that the longitudinal axes L 1 , L 2 are in line. This means that the horizontal distances between the posts 6 are also defined by said grid.
  • other types of couplings may likewise be used for longitudinal coupling, for instance known welded clamp couplings.
  • the posts may also be secured side by side by couplings, such that the longitudinal axes lie partly side by side. If the posts are in each case located on the same side of the post to be connected or tube 30 of base 10, the grid is maintained.
  • a dimensionally stable, relatively rigid lower scaffold part 2 is obtained, which can be erected by one person.
  • a post 6 can be secured on each post by means of the coupling parts 44, 48, which post may have any desired length, for instance 2, 3 or 4 m.
  • the scaffold 1 should be higher, different posts 6 can be secured one onto the other by means of the male and female coupling parts 44, 48 or, optionally, clamp couplings or the like.
  • third horizontal members 54 can be connected to the posts 6 so as to be parallel to the first horizontal members 12 and at any desired height and in any desired position.
  • transverse horizontal members 56 also referred to as scaffolding poles, can be transversely provided between the posts 6, parallel to the second horizontal members 14.
  • substantially smooth scaffold tubes from the traditional scaffolding system can be used, which tubes can be secured with clamp couplings, such as cross couplings 52, for which any desired length and position can be used.
  • the third horizontal members 54 can be designed like the posts 6, which can again be interconnected by means of the tube-lock coupling parts 44, 48.
  • These third horizontal members 54 can, for instance, be provided at the level of, or at least directly below, platforms 60, for instance on the facing sides of the posts 6, but can also be used for forming a balustrade along said platforms 60.
  • struts 62 can be provided at any desired location or position.
  • Fig. 3 clearly shows, the tube-lock couplings 44, 48 in the first row 4 of posts 6 are arranged at a height different from those in the second row 6, as a result of which the stability is improved.
  • the transverse members 56 extend from the second row 8 to a position beyond the posts 6 disposed in the first row 4.
  • the transverse members at the level of platforms 60 are designed as slide members or slide poles, as shown in Fig. 8.
  • This slide pole 64 comprises a first part 66, for instance having a V-shaped cross section as shown in Fig. 8B, into which a second part 67 is slidable in the longitudinal direction L.
  • the second part 67 is provided, at about halflength, with a stop block 68 capable of striking a stop strip 70 (Fig. 8A) adjacent the front end 72 of the first part 66.
  • the second part 67 has its free end provided with a lip 74 which prevents the second part 67 from being slid too far into the first part 66.
  • the lip 74 and the stop block define the length K through which the second part 67 can be slid relative to the first part 66.
  • the first part 66 comprises two clamp coupling parts 76 of a known type. The center-to-center distance of these two clamp coupling parts 76 is chosen in correspondence with the grid-defined center-to-center distance of two third horizontal members 54, provided against the facing sides of the rows of posts 6.
  • the first part 66 can readily be secured so as to be fixed in position on said third horizontal members 54 and be supported thereby.
  • the object of the telescopic second part 67 will be discussed in more detail hereinbelow.
  • scaffold parts 80 for instance as shown in Figs. 1, 3, 4 and 11, a portion of a platform 60 can be fitted hereon, whose width can be varied.
  • the clamp couplings 76 can be fixedly mounted on the first part 66, to obtain a particularly firm connection which, moreover, enables assembling and disassembling in a particularly simple manner.
  • other distances between the coupling parts 76 will have to be realized.
  • Figs. 9 and 10 show a support brace 82 built up from a first section part 84 and a second section part 86, fixedly interconnected at an angle of, for instance, 45°.
  • a first end 87 of the first section part 84 is located directly above a free end 89 of the second section part 86.
  • clamp couplings known per se, directed so that by means of those clamp couplings 52, the support brace 82 can be fixed on a post 6 at any desired height, such that the first section part 84 extends approximately horizontally.
  • a console 94 can be secured against posts 6 at a desired height, for instance on the side facing away from the second row 8 of the posts 6 disposed in the first row 4, or, conversely, on the facing side thereof.
  • a floor part 80 is laid in fixed position on the support braces 86 by means of the braces 90.
  • the floor part 80 has its two end faces 96 provided with two handle-shaped braces 98 having a center-to-center distance T, which can be slid over the wall parts 92 of two juxtaposed braces. This readily prevents sliding of the floor part 80 relative to the support braces 82, so that a safe platform is obtained.
  • the support braces 82 may also carry more or fewer braces 90, for obtaining a wider or smaller console 94.
  • the braces 98 are secured on a U-shaped end piece 99 slid with a proper fit over the relevant end 96 of the floor part 80 and secured thereon by screws, nails or the like.
  • the platforms 60 are formed from conventional scaffold planks. However, it will be clear that these may also be formed from floor parts 80, as shown by way of example in Fig. 11, while on the slide poles 64, comparable braces 90 may be provided.
  • Figs. 4A-C show, in side elevation, a scaffold 1 according to the invention, next to a building 100 in process. Alongside the prefabricated wall 101 of the building 100, an outer wall 102 is being built up.
  • the scaffold 1 comprises three platforms 60A-C one above the other, vertically spaced apart by a distance Z which differs from the mutual distance between the floors 103 of the building 100.
  • Fig. 4A shows (as an example) a bricklayer 104 standing on a platform part provided on the second part of a slide pole 64, from where he can built up the wall 102 about 1.5 m above the supporting surface of said platform 60A.
  • Fig. 4A shows (as an example) a bricklayer 104 standing on a platform part provided on the second part of a slide pole 64, from where he can built up the wall 102 about 1.5 m above the supporting surface of said platform 60A.
  • FIG. 4B shows a console 94 secured on the side of the posts 6 facing the building 100, such that the floor parts 80 are approximately flush with the upper edge 106 of the wall 102 built up in Fig. 4A.
  • the bricklayer 104 has positioned himself on the console 94 and is thus able to build up the wall 102 further, to a position beyond the central platform 60B.
  • This platform 60B may then serve as shelf for stones, mortar and the like. Subsequently, as shown in Fig.
  • said portion 105 of the central platform 60B can be placed back again, so that the bricklayer can position himself thereon for building up the wall 102 further.
  • This process may be continued in a comparable manner as the wall 102 is being built up further.
  • a safe and ergonomically suitable method for processing a wall for instance building up in bricks, insulating or the like, is obtained.
  • the posts 6 in the first row 4 are placed at some distance from the building 100, preferably a distance greater than 30 cm.
  • a sufficient working space for a user 104 such as a bricklayer
  • 30 cm is a minimum measure for creating sufficient space for, for instance, a wall 102 to be built up, masoning tools such as a masoning frame and a free space between the platforms 60 and said wall.
  • the distance may also be greater, for instance about 70 cm, enabling a user such as a bricklayer 104 to work between the posts 6 and the wall 101 of the building 100. In that case, the further platforms 60 remain free.
  • a number of lower scaffold parts 2 for, for instance, four or more posts can be disposed at an angle relative to one another, to form curved or angled scaffolds, while each separate lower scaffold part is disposed in said grid and connected to an adjoining lower scaffold part at least by the upper scaffold part.
  • consoles and in particular the floor parts to be used therewith can be arranged in other manners, while, for instance, use can be made of metal or plastic sections, wood and the like.
  • bases described comprise screw spindles, other means can of course also be used for bringing the third coupling means to the desired height, for instance jacks, filling blocks, bases of different lengths and the like.
  • scaffold tubes of a traditional scaffolding system are described, which may, for instance, be tubular with a round section.
  • a console, in particular the support braces can of course be used within other scaffolding systems, for instance a scaffold entirely built up from traditional scaffolding system parts.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)
  • Electric Cable Installation (AREA)
  • Stringed Musical Instruments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Ladders (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Eyeglasses (AREA)

Claims (13)

  1. Procédé pour monter un échafaudage comprenant deux systèmes d'échafaudage différents, dans lequel sur une surface du sol, sensiblement en une grille, au moins deux rangées de poteaux sont disposés, les poteaux étant disposés sur des points de jonction de ladite grille, de sorte qu'au moins directement au-dessus de ladite surface du sol, au moins entre dans chaque cas deux poteaux dans une rangée, il existe une distance fixée au moins prédéterminée, le poteau s'étendant verticalement et comprenant des bases, lesdites bases comprenant chacune, sur au moins adjacent à l'extrémité faisant face vers le haut pendant l'utilisation, un premier élément de couplage pour couplage, un second élément de couplage complémentaire, connecté à un tube d'échafaudage relativement uniforme, d'un système d'échafaudage traditionnel, où des membres horizontaux et les poteaux verticaux peuvent être disposés et couplés dans presque toutes les positions les uns par rapport aux autres de sorte qu'une liberté de construction particulièrement grande est réalisée, sur quoi, sur la base dudit tube d'échafaudage avec au moins d'autres tubes d'échafaudage relativement uniformes et colliers d'échafaudage, un échafaudage est monté, tandis que les autres bases comprennent chacune au moins un troisième élément de couplage, compatible avec un système d'échafaudage, où l'utilisation est faite de composants normalisés ayant des longueurs fixes et des couplages disposés à des distances fixes et à des angles fixes les uns par rapport aux autres pour produire une grille, ce qui signifie qu'une liberté de conception particulièrement faible est obtenue, moyennant quoi dans chaque cas, deux bases juxtaposées dans une rangée sont couplées entre elles par un membre horizontal du système d'échafaudage du système pertinent.
  2. Procédé selon la revendication 1, dans lequel une console est disposée contre un certain nombre de poteaux juxtaposés, sur un côté de laquelle, pendant l'utilisation, faisant face à un objet qui doit être traité, pour lesquels buts des attaches de support sont fixées contre les poteaux pertinents au moyen de colliers d'échafaudage, à une hauteur qui doit être sélectionnée de manière aléatoire, tandis que sur les attaches du support, il est disposé un plancher de dimensions standard, en particulier un du système d'échafaudage utilisé entre les bases, ledit plancher étant connecté aux attaches de support disposées à une distance fixe les unes des autres.
  3. Procédé selon la revendication 1 ou 2, dans lequel les poteaux sont connectés par des membres horizontaux, tandis qu'au moins un certain nombre des membres horizontaux qui s'étendent selon un certain angle et, de préférence, de manière approximativement transversale auxdites rangées de poteaux, sont télescopiques.
  4. Procédé selon l'une quelconque des revendications 1 à 3, dans lequel l'échafaudage est monté le long d'une fondation ou analogues sur laquelle un mur ou analogues est monté, de sorte que les poteaux seront espacés d'au moins 30 cm à partir dudit mur ou analogues, par exemple d'environ 70 cm ou plus.
  5. Procédé selon l'une quelconque des revendications précédentes, dans lequel les bases sont utilisées ayant des moyens d'ajustement de hauteur, lesdites extrémités supérieures étant amenées à une hauteur égale au moyen des moyens d'ajustement de hauteur, de préférence des poteaux dans les deux rangées mentionnées.
  6. Procédé selon l'une quelconque des revendications 2 à 5, dans lequel des plateformes sont déposées sur l'échafaudage avec un inter-espace, mesuré verticalement situé entre 2 et 4 m, en particulier entre 2,4 et 3 m, de manière particulière aux environs de 2,7 m, des consoles, vues dans la direction verticale, étant prévues entre deux desdites plateformes contre les poteaux, la partie de la plateforme supérieure positionnée au-dessus de ladite console étant enlevée, au moins enlevée par glissement, de sorte qu'un utilisateur peut reposer sur la console, ensuite et au-delà de ladite plateforme la plus élevée.
  7. Procédé selon l'une quelconque des revendications précédentes, dans lequel les bases sont disposées sur la surface du sol, duquel les bases sont tout d'abord amenées à la hauteur correcte les unes par rapport aux autres et connectées par lesdits membres horizontaux du système, sur quoi les poteaux sont fixés sur lesdites bases et l'autre échafaudage est ultérieurement monté à partir du matériau sensiblement échafaudé du type de système d'échafaudage traditionnel.
  8. Echafaudage comprenant deux systèmes d'échafaudage différents, munis de :
    une partie d'échafaudage inférieur (2) comprenant au moins deux rangées parallèles de bases, de préférence, juxtaposées (10) interconnectées au moyen de membres horizontaux (12, 14) d'un système d'échafaudage, où l'utilisation est faite de composants normalisés ayant des longueurs fixes et des couplages disposés à des distances fixes et à des angles fixes les uns par rapport aux autres pour produire une grille, ce qui signifie qu'une liberté de conception particulièrement faible est obtenue, dans lequel chaque base (10) supporte un poteau (6), en particulier d'un système d'échafaudage traditionnel ; et
    une partie d'échafaudage supérieur (3) constituée sensiblement à partir des éléments (44, 48, 52, 54, 56, 62, 64, 66) d'un système d'échafaudage traditionnel, où les membres horizontaux et les poteaux verticaux peuvent être disposés et couplés dans presque toutes les positions les uns par rapport aux autres de sorte qu'une liberté de construction particulièrement grande est réalisée.
  9. Echafaudage selon la revendication 8, dans lequel les bases sont disposées, adjacent à leurs côtés supérieurs, avec un premier élément de couplage, les poteaux supportés par les bases étant formées à partir d'un tube d'échafaudage sensiblement uniforme du type traditionnel, disposé, à son extrémité proximale à la base pertinente, avec un second élément de couplage complémentaire au premier élément de couplage.
  10. Echafaudage selon la revendication 8 ou 9, dans lequel au moins un élément de support qui doit être appelé console, comprenant un plancher de support et au moins deux attaches de support, est attaché à au moins deux poteaux au moyen de colliers d'échafaudage à partir du au moins compatible avec, un système d'échafaudage traditionnel, le plancher de support s'ajustant à l'intérieur, au moins ayant des dimensions compatibles avec le système d'échafaudage du système utilisé dans la partie d'échafaudage inférieure.
  11. Echafaudage selon la revendication 8, dans lequel la ou chaque console est attachée aux poteaux, dans un sens vertical vu entre les deux planches de support, sur le côté extérieur desdits poteaux distants de l'espace enfermé entre les rangées des poteaux.
  12. Utilisation d'une base dans un procédé selon l'une quelconque des revendications 1 à 7 ou un échafaudage selon l'une quelconque des revendications 8 à 11, à une première extrémité munie d'une plaque de base et à une seconde extrémité opposée munie d'un premier élément de couplage, conçu pour couplage à un tube d'échafaudage relativement uniforme du type traditionnel, tandis que les troisièmes moyens de couplage sont disposés entre lesdites première et seconde extrémités, pour couplage à un membre horizontal d'un système d'échafaudage du système.
  13. Utilisation d'une base selon la revendication 12, dans laquelle au moins entre la plaque de base et le troisième moyen de couplage, des moyens de régulation sont prévus pour régler la distance entre ceux-ci.
EP01912599A 2000-03-06 2001-03-06 Procede de montage d'echafaudage, echafaudage et pieces de cet echafaudage Expired - Lifetime EP1264056B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
NL1014569A NL1014569C2 (nl) 2000-03-06 2000-03-06 Werkwijze voor het opzetten van een steiger, steiger en onderdelen daarvoor.
NL1014569 2000-03-06
PCT/NL2001/000187 WO2001066879A1 (fr) 2000-03-06 2001-03-06 Procede de montage d'echafaudage, echafaudage et pieces de cet echafaudage

Publications (2)

Publication Number Publication Date
EP1264056A1 EP1264056A1 (fr) 2002-12-11
EP1264056B1 true EP1264056B1 (fr) 2005-06-22

Family

ID=19770947

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01912599A Expired - Lifetime EP1264056B1 (fr) 2000-03-06 2001-03-06 Procede de montage d'echafaudage, echafaudage et pieces de cet echafaudage

Country Status (9)

Country Link
EP (1) EP1264056B1 (fr)
AT (1) ATE298389T1 (fr)
AU (1) AU2001241288A1 (fr)
DE (1) DE60111615T2 (fr)
DK (1) DK1264056T3 (fr)
ES (1) ES2248290T3 (fr)
NL (1) NL1014569C2 (fr)
PT (1) PT1264056E (fr)
WO (1) WO2001066879A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102322134B (zh) * 2011-06-14 2013-09-11 杭州二建建设有限公司 一种扣件式满堂支撑架与满堂脚手架
NL2020375B1 (nl) * 2018-02-02 2019-08-12 Brand Infrastructure Services B V Steigerwerk, koppelinrichting en werkwijze voor het oprichten van een steigerwerk

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1123665A (fr) * 1954-02-23 1956-09-25 échafaudage
GB827679A (en) * 1957-04-13 1960-02-10 Kwikform Ltd A new or improved stage bracket for use with scaffolding structures
BE792696A (nl) 1971-12-15 1973-06-13 Mulder Rudolf Werkwijze voor het tot een kruisstukvormige steigerklem verbinden van twee opneemdelen en kruisstuk verkregen met toepassing van die werkwijz
US3850264A (en) * 1973-03-22 1974-11-26 R Salinas Ground supported scaffolding
DE2729229C2 (de) * 1977-06-29 1984-11-15 Eberhard 7129 Güglingen Layher Metallrohrgerüst oder -regal
FR2651520A3 (fr) * 1989-09-07 1991-03-08 Schutz Charles Dispositif pour elargir une plate-forme d'echafaudage.
DE9112488U1 (de) * 1991-10-08 1992-07-16 Günter Rux GmbH, 5800 Hagen Metallstandgerüst
NL9202043A (nl) 1992-11-24 1994-06-16 Thiel United B V Van Steigerklem met een door een wig fixeerbaar afsluitelement, welke steigerklem geschikt is voor het inklemmen van buizen met verschillende diameters.
DE9400619U1 (de) * 1994-01-21 1994-06-30 Schneider, Thomas, 88471 Laupheim Belagflächen für Baugerüste
FR2719066B1 (fr) * 1994-04-20 1996-12-20 Comabi Dispositif de plateau pivotant pour échafaudage.
DE19511847A1 (de) * 1995-03-31 1996-10-02 Layher Ulrich Tragstruktur-Element-Anordnung eines Gerüstes
CA2205154C (fr) * 1997-05-16 2002-07-02 Aluma Enterprises Inc. Systeme d'etayage a montants et cadres integres

Also Published As

Publication number Publication date
AU2001241288A1 (en) 2001-09-17
DK1264056T3 (da) 2005-10-24
ATE298389T1 (de) 2005-07-15
DE60111615D1 (de) 2005-07-28
WO2001066879A1 (fr) 2001-09-13
NL1014569C2 (nl) 2001-09-07
ES2248290T3 (es) 2006-03-16
EP1264056A1 (fr) 2002-12-11
DE60111615T2 (de) 2006-05-24
PT1264056E (pt) 2005-11-30

Similar Documents

Publication Publication Date Title
ES2145630T5 (es) Andamio despiezable para fachadas.
US3679026A (en) Interior scaffolding arrangement
US3266208A (en) Scaffolding
US7975803B2 (en) Dismantlable scaffold and a railing adapter for it
KR200418247Y1 (ko) 건축용 비계
US3245188A (en) Scaffolding
US2237572A (en) Knockdown scaffold structure
CA2205154C (fr) Systeme d'etayage a montants et cadres integres
DK167580B1 (da) Baerekonstruktion til tribuner
EP1264056B1 (fr) Procede de montage d'echafaudage, echafaudage et pieces de cet echafaudage
US3726362A (en) A c scaffold frame
GB2041059A (en) Support structure for building forms
US3490559A (en) Knockdown scaffolding
WO2021209931A1 (fr) Échafaudage de cage d'ascenseur et installation de rail de sécurité associée
FI94657C (fi) Tukilaite korkeudeltaan säädettävät jalustakappaleet sisältävien katsomoiden tai telineiden kantavia osia varten
EP1624132A1 (fr) Système modulaire d'échafaudage
GB2215374A (en) Scaffolding
AU2008100567A4 (en) A scaffolding stand for use in a formwork support system
US2830852A (en) Scaffold jack
KR200400391Y1 (ko) 추락방지대가 설치되는 비계틀 설치구조
JPH0738555Y2 (ja) 梁型枠支持フレーム
GB2032504A (en) Scaffold Frames
FI96049B (fi) Kantorakenteella varustettu katsomo
CA2577570A1 (fr) Entretoises pour coffrages isolants
AU9739301A (en) Improvements relating to scaffolding platforms

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20021004

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17Q First examination report despatched

Effective date: 20030729

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050622

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 60111615

Country of ref document: DE

Date of ref document: 20050728

Kind code of ref document: P

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060306

Ref country code: FI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060306

Ref country code: CY

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060306

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060307

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060307

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2248290

Country of ref document: ES

Kind code of ref document: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060331

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060331

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060331

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060331

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060331

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20060331

Year of fee payment: 6

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20060323

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20061003

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

EUG Se: european patent has lapsed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20061206

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20061130

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

Free format text: LAPSE DUE TO NON-PAYMENT OF FEES

Effective date: 20061206

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20060307

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060331

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20080305

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20080212

Year of fee payment: 8

BERE Be: lapsed

Owner name: *RECO HOLDING B.V.

Effective date: 20090331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20070306

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050622

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20090306

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090306

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20100315

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GR

Payment date: 20060331

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050622

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20111001

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20111001