EP1792031B1 - Echafaudage industriel - Google Patents
Echafaudage industriel Download PDFInfo
- Publication number
- EP1792031B1 EP1792031B1 EP05796798.6A EP05796798A EP1792031B1 EP 1792031 B1 EP1792031 B1 EP 1792031B1 EP 05796798 A EP05796798 A EP 05796798A EP 1792031 B1 EP1792031 B1 EP 1792031B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- bars
- bar
- industrial
- additional
- decking units
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000008878 coupling Effects 0.000 claims description 12
- 238000010168 coupling process Methods 0.000 claims description 12
- 238000005859 coupling reaction Methods 0.000 claims description 12
- 238000012423 maintenance Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
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
- 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
- E04G1/152—Platforms made of metal or with metal-supporting frame
-
- 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
Definitions
- the invention relates to an industrial scaffold with vertical supports, which are connected to each other by means of horizontally extending latch, wherein in the bolt to create a walk-in work surface pads are suspended, which extend in a horizontal plane.
- Such industrial scaffolds are often used in practice to maintain or create industrial plants, especially chemical plants. Also in shipbuilding or in the maintenance of ships industrial scaffoldings are used. In many of these applications, the problem arises that complex contours, which have only a few straight surfaces, must be scaffolded. In particular, it is often necessary to convert pipes or pipe systems, which is particularly difficult if - which is generally desirable - the working surface of the scaffold should be brought as close as possible to the surfaces to be converted.
- GB-A-2 362 422 discloses a scaffold system in which pads can be hung in bars or beams. Only over the front side of the covering elements provided overhanging edge areas cover a portion of the bolt.
- the GB 945 822A shows a scaffolding system, are provided in the bolt with grooves formed by multiple folds, in which also provided with folds pads can be hung.
- An object of the invention is to provide an industrial scaffold of the type mentioned, by means of which largely seamless work surfaces can be created while maintaining a minimum number of different parts. This object is achieved by the features of claim 1.
- the industrial scaffold according to the invention is thus based on the simple idea of modifying certain edge regions of the linings in such a way that they partially cover a bar extending parallel to such an edge region, which results in no disruptive gap between the lining and the bar. Furthermore, if mutually parallel coatings are arranged on both sides of a bar whose edge areas facing the bar are configured according to the invention, it is achieved that these border areas almost touch one another or form only a very small gap between them. In this way, a practically continuous working surface without any gap or step is created in the area of the bar, wherein the bar covered by the configured edge areas is almost invisible when viewed from above. A correspondingly continuous work surface without any gap is also ensured according to the invention when no bar is located between the adjacent coverings, since the overhanging edge regions of the coverings almost adjoin one another independently of the presence of a bolt.
- the main body of the linings of the industrial framework according to the invention generally extends in the same plane as the bars, wherein the overhanging edge regions are arranged just above this plane, so that no collisions can occur between these edge regions and the bars.
- the body of the pads are dimensioned so that they can be inserted between the bars without that they abut the bars. All of this is achieved according to the invention without the need to provide any additional elements that would be suitable for covering gaps between linings. Such gaps are namely completely avoided solely by the special design of the linings of the industrial scaffold according to the invention or their edge regions. Since no additional cover elements are required, the number of different parts required for the industrial scaffolding is greatly reduced, which minimizes the storage costs and associated logistics, simplifies the planning of an industrial scaffolding and facilitates assembly and disassembly.
- the linings of the industrial scaffolding according to the invention have a rectangular shape and have on their faces hook elements for hooking in a bar so that these hook elements and any other frontally provided on the linings support elements are essentially responsible for the power transmission from the linings to the bars.
- the faces of the pads have in this case, in contrast to their long sides No or only slightly overhanging edge regions, since the coverings always have to connect at the front side due to the design of a bolt, so that here between the front side adjacent pads no gaps can occur. Such gaps are rather filled by the mandatory bars.
- the longitudinal sides of the coverings of the industrial frame according to the invention are provided with overhanging edge regions. This results in an advantageous manner that longitudinally adjacent pads form no significant gap between them, regardless of whether there is a bar between the pads or not. Rather, the overhanging edge regions largely adjoin one another directly and thus form a continuous surface, wherein they either cover a bolt present between the coverings or - in the absence of such a bolt - cover the cavity provided for such a bolt.
- additional bolts are provided. Furthermore, additional bolts can be provided, which in turn extend between additional bolts, base bolts and / or vertical supports. Base bars are thus always arranged between two vertical supports, whereas additional bolts are coupled with their frontal coupling areas in any way with vertical supports, base bolts or other additional bolts.
- the additional bolts extend perpendicular to those bars to which they are attached, with all the bars of a working plane are in the same plane.
- the provision of the aforementioned additional bolt makes it possible to adapt the industrial scaffolding according to the invention very variably to the most varied contours and, in particular, to provide comparatively small recesses in the working surfaces to be created, without the need for a large number of different parts.
- the provision of the aforementioned auxiliary bars makes it possible, in particular, for a number of first coverings to be present in a walk-on work surface which are aligned parallel to one another, with second coverings extending perpendicular to the first coverings continuing to be present. Corresponding examples will be explained below in the context of the description of the figures. It is particularly advantageous if the base and additional latches have identical cross sections and also have identical frontal coupling sections.
- the bars of the industrial scaffolding according to the invention which can be used both as a basic and as an additional bolt, either as a basic bolt with vertical supports or as an additional bolt with other bars must be coupled, it makes sense to form the frontal coupling portions of the bolt so that they, for example Attachment to be connected to the vertical supports rosettes are suitable, in which case separate coupling elements must be provided for the attachment of an additional bolt to another latch, which are adapted to a bolt with a connect frontal coupling portion of an additional bolt. Such coupling elements can then be mounted along a bolt anywhere.
- the linings of the industrial framework according to the invention are preferably in different sizes adapted to a grid size, the spacing of the longitudinal axes of adjacent vertical supports being an integer multiple of the grid dimension.
- the grid may for example have a length of 25 cm or any other lengths.
- the bars which can be used as basic and additional bars also exist in sizes adapted to the grid dimension, so that the entire system can be used with a maximum amount of variability with a minimum number of parts to be kept.
- the longitudinal extension of the coverings including the front hook elements for hanging in a bar can be slightly more than an integer multiple of the grid dimension, so that the hook elements can completely overlap the latch. Such overlapping effectively prevents a relative movement of the pads perpendicular to those bars on which the pads are mounted.
- the longitudinal extent of the coverings without the end hook elements is preferably slightly less than an integer multiple of the grid, so that hanging two frontally adjacent pads in a common bolt is possible without an already hinged pad prevents the attachment of another pad.
- the width of the coverings of the industrial framework according to the invention including the overhanging edge regions may be equal to the one, two or three grid. Due to these dimensions it is achieved that longitudinally adjacent pads form virtually no gap between them.
- recesses for wedges can preferably be present in this case, with which the bolts can be fastened to the vertical supports. Such recesses are usefully provided only in those sections of the edge areas, which are located in the immediate vicinity of the vertical supports and thus the wedges.
- the width of the coverings including the overhanging edge regions may also be slightly less than the one, two or three grid spacing, so that said wedges find space between two coverings adjoining one another on the longitudinal side. In this case, then a slight gap between adjacent coverings is accepted. Finally, it makes sense to equip the pads frontally with a lift-off, as it is already known from the prior art. Further preferred embodiments of the invention are specified in the subclaims.
- Fig. 1 shows an industrial plant having tubes 2, 4 and walls 6, which is scaffolded with an industrial scaffold according to the invention, in order to be able to carry out maintenance work in a plane in the region of the tubes 2, 4 and the walls 6, which is at a distance of 4 m from the bottom 8.
- the framework consists of a plurality of vertical supports 10a to k, which consist in the illustrated application of several nested parts, as known from the prior art.
- the vertical supports 10a to k are provided with equidistantly spaced rosettes 12, in which inter alia latch 14 are suspended, which connect adjacent vertical supports 10a to k with each other.
- diagonal supports 16 are also provided in a known manner, which are also in the rosettes 12 can be suspended.
- a comparatively small, only rectangular formed lower working plane 20 and a larger and more complex trained upper working plane 22 are created. Both working planes are each formed by a plurality of coverings 24, the lower working plane 20 consisting exclusively of six mutually parallel coverings 24.
- Fig. 1 illustrates that an industrial scaffold according to the invention can be adapted very individually and precisely to the respective shapes of the tubes 2, 4 and the walls 6 to be converted, without appreciable gaps occurring between the linings 24 and the tubes 2, for example. Furthermore, the pads 24 are designed so that between them also no gaps occur, which in connection with the Fig. 2 and 3 is explained.
- Fig. 2 shows in section two mutually parallel coverings 24, between which a bolt 14 is arranged, the longitudinal extent of which runs parallel to the longitudinal sides of the coverings 24.
- the coverings 24 each consist of a base body 26, which has a comparatively thin, horizontally extending, walkable plane, from which stable stiffening elements extend substantially vertically downwards in the outer regions. These stiffening elements are arranged exclusively on the longitudinal sides of the coverings 24 and not on their end faces. With the scaffold set up, the stiffening elements are located substantially in the same plane as the latch 14, which means that the scaffolding parts must be dimensioned so that the stiffening elements and the bars 14 do not collide with each other during assembly or disassembly of the scaffold.
- the horizontally extending plane of the main body 26 has for reasons of material and weight savings openings 28, which also serve as anti-slip elements and whose shape, for example Fig. 6 is more apparent.
- the longitudinal sides of the coverings 24 are each provided with overhanging edge regions 30 which protrude laterally beyond the base body 26 and are located above the plane in which the latches 14 extend when the framework is mounted. In this way it is achieved that two mutually facing overhanging edge regions 30 of two adjacent bars 24 largely overlap a bar 14, so that only a small gap is formed between the two overhanging edge regions 30.
- overhanging edge regions 30 allows according to Fig. 3 Even in the case of a non-existent bolt, the formation of work surfaces without disturbing gaps between adjacent coverings, since the overhanging edge portions 30 adjacent pads are brought sufficiently close to each other.
- the out Fig. 3 apparent gap 32 between the overhanging edge regions In practice, 30 is so small that it ultimately does not create a disturbing gap.
- Fig. 4 shows a plan view of the upper working plane 22 according to Fig. 1 ,
- a respective bolt 14a, b is fixed, so that in the bars 14a, b pads 24a are suspended, which fill the space between the bars 14a and 14b.
- the latches 14a and 14b thus form vertical supports 10a and 10d as well as 10b and 10f connecting basic latches in the sense of the invention.
- the vertical supports 10h and 10i are in Fig. 4 not shown, but off Fig. 1 seen.
- the covering 24b is still suspended between two base bars, namely between the base bars 14g and 14h, all other coverings are located between a base bar and an additional bar, which will be explained below.
- An auxiliary latch 14i is disposed between the vertical support 10c and the base latch 14h so as to extend parallel to the base latch 14b.
- the base bar 14b and the additional bar 14i pads 24c are hung, which have the same dimensions as the pads 24a and 24b.
- two additional latches 14k and 14l are furthermore provided, which extend parallel to one another between the additional latches 14i and the base latches 14b. These additional latches 14k, 14l are provided as close as possible to the tubes 2 and spaced apart from each other such that smaller deposits 24d can be hung in the additional latches 14k, 14l.
- Two pads 24d are arranged on the side of the tubes 2 facing the additional bar 14i, three further pads 24d on the side of the tubes 2 facing away from the additional bar 14i.
- Another additional bar 14m extends parallel to the base bar 14c between the two base bars 14f and 14d, wherein the additional bar 14m is located centrally between the two base bars 14e and 14c.
- pads 24e can be hooked in between the base bolt 14e and the additional bolt 14m and between the additional bolt 14m and the base bolt 14c in such a way that both the pipe 4 and a through-hole 34 can be optimally reconstructed in an L-shaped manner.
- Another additional bar 14n runs parallel to that longitudinal side of the lining 24b, which faces away from the base bar 14e. Between this additional bar 14n and one between the Fig. 1 apparent vertical supports 10h and 10i formed base latch are suspended in this way pads 24f, whose length is about twice the pads 24c.
- Fig. 4 thus illustrates that can be created by a clever combination of base bars 14a to h with additional bolts 14i to n an adaptable to individual circumstances grid in which then pads 24a to f different sizes are suspended so that the working plane 22 as close as possible to the remodeling contours can be introduced.
- an auxiliary bar 14i is used which extends between a vertical support 10c and a base bar 14h.
- additional bars 14k, m and n are shown, which extend between two Grundriegeln.
- an additional bar 14l is used, which extends between a base bar and an additional latch.
- Fig. 5 now illustrates that additional bars are possible, which in turn extend exclusively between additional bolts:
- base bars 14o to 14r are arranged such that together they also describe the shape of a square. Between the base bars 14p and 14r a total of four long pads 24g are hung. The area covered by the pads 24g is bounded by an auxiliary bar 14s having the same length as the pads 24g and located between the base bars 14p and 14r. Between these additional latches 14s and the base latches 14q pads of medium length are hung 24h.
- the two areas which are covered by the coverings 24h are in each case in turn limited by an additional latch 14t or 14u, which are respectively located between the base latch 14q and the additional latch 14s.
- an additional latch 14t or 14u Between the two additional bars 14t and 14u is another additional bolt Suspended 14v, which extends perpendicular to the two additional bolts 14t and 14u.
- Another auxiliary bar 14w extending parallel to the auxiliary bar 14u is hung between the auxiliary bars 14v and 14s.
- Fig. 6 shows the end portion of a covering 24 with the openings 28 already mentioned as well as with two end hook elements 34, which are adapted to engage over a latch 14. Furthermore, a total of four support elements 36 are provided on the front side of the lining 24, which are arranged such that they can ultimately be supported on that latch 14 which is overlapped by the hook elements 34. Finally, the pad 24 is also equipped with a movable in recesses provided for lift-off 38, which is formed by a steel bracket, which can be moved under a bolt 14, that the bolt 14 is finally fixed between the hook members 34 and the lift-off 38 ,
- Fig. 7 shows how coverings 24 according to Fig. 6 can be hung in a latch 14.
- two pads 24 extend parallel to each other, so that their hook elements 34 from the same side over a common latch 14 overlap, with the support elements 36 of both pads 24 are supported on this latch 14.
- the two coverings 24 are in the immediate vicinity of each other, without a disturbing gap between them would be formed. This would apply in the same way, if below the area at which the two edge regions 30 adjacent to each other, a further latch 14 would be present.
- Fig. 8 shows two pads according to Fig. 6 which adjoin one another at the end face and are hooked from opposite sides into a common latch 14. Characterized in that the hook elements 34 are not centrally located at the end faces of the pads 24, but slightly offset from the center, the two pads can be aligned with each other in the longitudinal direction without their the common latch 14 cross hook members 34 abut each other. The spaces formed between the covering elements 24 and the bar 14 have approximately the same order of magnitude as the apertures 28 of the covering elements, so that these spaces are ultimately not disturbing.
- the support elements 36 of the coverings 24 are dimensioned so short that they do not collide with each other at frontally adjacent coverings 24, but leave between them still a place for any required fasteners 30, by means of which bars 14 on other bars 14 or rosettes 12 fastened are.
- Fig. 9 shows in perspective a fortified between two bars 14 short additional latch 14y, which is overlapped by hook elements 34 of a covering 24.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ladders (AREA)
- Movable Scaffolding (AREA)
- Bridges Or Land Bridges (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Claims (10)
- Echafaudage industriel doté de montants verticaux (10) pouvant être reliés les uns aux autres au moyen de verrous (14) s'étendant horizontalement, des planchers (24), s'étendant dans un plan horizontal, pouvant être enchâssés dans lesdits verrous (14) en vue de créer une surface de travail (20, 22) praticable, sachant que des régions marginales (30) des planchers (24) sont en débord au-delà du corps de base (26) desdits planchers (24), à l'état enchâssé, de façon telle qu'un verrou (14) s'étendant parallèlement à une région marginale (30) de ce type soit recouvert, par zones, par cette région marginale (30), lesdits planchers (24) étant de forme rectangulaire et présentant, à leurs faces extrêmes, des éléments d'accrochage (34) dévolus à l'encastrement dans un verrou (14),
caractérisé par le fait
que les côtés longitudinaux des planchers (24) sont pourvus des régions marginales (30) en débord, qui font saillie latéralement au-delà du corps de base (26), lesquelles régions marginales (30) se trouvent au-dessus du plan de l'étendue des verrous (14) à l'état monté de l'échafaudage, sachant qu'il est prévu des verrous principaux (14a-h, 14o-r) s'étendant entre deux montants verticaux (10), et des verrous additionnels (14i-n, 14s-y) s'étendant entre des verrous principaux (14a-h, 14o-r) et/ou des montants verticaux (10),
ledit échafaudage industriel étant muni d'éléments distincts d'accouplement (42) qui sont prévus pour la fixation d'un verrou additionnel (14i-n, 14s-y) à un verrou (14) supplémentaire, et se prêtent à la liaison d'un verrou (14) avec un tronçon extrême d'accouplement d'un verrou additionnel (14i-n, 14s-y). - Echafaudage industriel selon la revendication 1,
caractérisé par le fait
que les verrous (14) principaux et additionnels s'étendent dans le même plan. - Echafaudage industriel selon l'une des revendications précédentes,
caractérisé
par la présence, dans une surface de travail (22) praticable, d'un certain nombre de premiers planchers (24a, c, e, f) orientés parallèlement les uns aux autres et, en outre, par la présence de seconds planchers (24b, d) orientés perpendiculairement auxdits premiers planchers (24a, c, e, f). - Echafaudage industriel selon l'une des revendications précédentes,
caractérisé par le fait
que les verrous (14), principaux et additionnels, possèdent des sections transversales identiques et comportent des tronçons extrêmes d'accouplement identiques. - Echafaudage industriel selon l'une des revendications précédentes,
caractérisé par le fait
que les planchers (24) se présentent sous des tailles différentes adaptées à une cote modulaire, la distance, séparant les axes longitudinaux de montants verticaux (10) voisins, représentant un multiple entier de ladite cote modulaire. - Echafaudage industriel selon la revendication 5,
caractérisé par le fait
que l'étendue longitudinale des planchers (24), incluant les éléments extrêmes d'accrochage (34), représente sensiblement plus d'un multiple entier de la cote modulaire, permettant ainsi, auxdits éléments d'accrochage (34), de venir coiffer les verrous (14). - Echafaudage industriel selon l'une des revendications 5 ou 6,
caractérisé par le fait
que l'étendue longitudinale des planchers (24), excluant les éléments extrêmes d'accrochage (34), représente sensiblement moins d'un multiple entier de la cote modulaire, permettant ainsi un encastrement, dans un verrou (14) commun, de deux planchers (24) voisins par les faces extrêmes. - Echafaudage industriel selon l'une des revendications 5 à 7,
caractérisé par le fait
que la largeur des planchers (24), incluant les régions marginales (30) en débord, est égale au simple, au double ou au triple de la cote modulaire, sachant notamment que des évidements, dédiés à des cales à l'aide desquelles les verrous (14) peuvent être fixés aux montants verticaux (10), sont présents dans lesdites régions marginales (30) en débord. - Echafaudage industriel selon l'une des revendications 5 à 7,
caractérisé par le fait
que la largeur des planchers (24), incluant les régions marginales (30) en débord, représente sensiblement moins du simple, du double ou du triple de la cote modulaire. - Echafaudage industriel selon l'une des revendications précédentes,
caractérisé par le fait
que les planchers (24) sont équipés, aux faces extrêmes, d'une sûreté (38) interdisant un soulèvement.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102004051614A DE102004051614A1 (de) | 2004-10-22 | 2004-10-22 | Industriegerüst |
PCT/EP2005/010930 WO2006045432A1 (fr) | 2004-10-22 | 2005-10-11 | Echafaudage industriel |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1792031A1 EP1792031A1 (fr) | 2007-06-06 |
EP1792031B1 true EP1792031B1 (fr) | 2017-03-29 |
Family
ID=35427724
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05796798.6A Active EP1792031B1 (fr) | 2004-10-22 | 2005-10-11 | Echafaudage industriel |
Country Status (7)
Country | Link |
---|---|
US (1) | US9316007B2 (fr) |
EP (1) | EP1792031B1 (fr) |
CA (1) | CA2584626C (fr) |
DE (1) | DE102004051614A1 (fr) |
ES (1) | ES2622740T3 (fr) |
PL (1) | PL1792031T3 (fr) |
WO (1) | WO2006045432A1 (fr) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2511444A1 (fr) * | 2011-04-14 | 2012-10-17 | Hofin GmbH | Elément de de sol de type plaque pour structures d'echafaudage |
US20150034420A1 (en) * | 2013-08-05 | 2015-02-05 | Roy Watson | Scaffold Deck System With Bracket-Supported Partial Length Planks For Creating An Opening To Accommodate Obstacles |
DE202014005773U1 (de) | 2014-07-17 | 2014-09-17 | Siegfried Zipprick | Gerüstsystem, Verbindungseinrichtung zum Verbinden zweier Beläge eines Gerüstsystems und Abhebeverbindungseinrichtung zum Verhindern eines Abhebens eines Belags von einem Längs- oder Querriegel eines Gerüstsystems |
DE102015212384A1 (de) * | 2015-07-02 | 2017-01-05 | Peri Gmbh | Gerüstteil und Gerüst mit einem solchen Gerüstteil |
WO2018200849A1 (fr) * | 2017-04-27 | 2018-11-01 | Curtis Johnny | Madriers d'échafaudage améliorés |
DE102017216892A1 (de) * | 2017-09-25 | 2019-03-28 | Peri Gmbh | Gerüstelement zur Anbindung an eine scheibenförmige Anschlussplatte sowie Gerüst-Teil mit einem solchen Gerüstelement |
US11613898B2 (en) * | 2019-04-26 | 2023-03-28 | WIFCO Steel Products, Inc. | Stairs to walkway system and method |
CA3080995A1 (fr) * | 2019-05-22 | 2020-11-22 | Voideck Ipco Limited | Ameliorations en lien avec une plateforme de vide |
DE202021100196U1 (de) | 2021-01-15 | 2022-04-20 | Peri Se | Elementaufnahme |
CN112695993A (zh) * | 2021-01-29 | 2021-04-23 | 河南鑫安利职业健康科技有限公司 | 一种防坠防倾登高作业平台 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1389660A1 (fr) * | 2001-04-26 | 2004-02-18 | ULMA C y E, S. COOP. | Plate-forme pour echafaudages |
Family Cites Families (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2261831A (en) * | 1941-01-16 | 1941-11-04 | Budd Wheel Co | Scaffolding structure |
US2335046A (en) * | 1942-08-03 | 1943-11-23 | Carl C Droeger | Portable and adjustable knockdown scaffold |
US2401587A (en) * | 1943-03-29 | 1946-06-04 | Stout Houses Inc | Floor structure |
US2851311A (en) * | 1955-04-22 | 1958-09-09 | Ralph J Gibbs | Portable scaffold |
US2981365A (en) * | 1959-06-29 | 1961-04-25 | Orville V Olsen | Scaffold plank connector |
GB945822A (en) | 1961-04-24 | 1964-01-08 | Dee Jay Brackets Ltd | Improvements in and relating to platform supporting structures |
US3289788A (en) * | 1964-12-31 | 1966-12-06 | Goodrich Gulf Chem Inc | Folding scaffold with central support |
US3565212A (en) * | 1969-11-14 | 1971-02-23 | Up Right Inc | Combination beam support and latch means for walk-through platform |
US4409906A (en) * | 1981-03-31 | 1983-10-18 | Alneng Carl Goeran | Clamping device for joining boards |
DE3245126A1 (de) * | 1982-12-07 | 1984-06-07 | Hünnebeck GmbH, 4030 Ratingen | Laufplanke fuer fassadengerueste |
US4496029A (en) * | 1983-03-30 | 1985-01-29 | Shigeharu Kuroda | Scaffold plank |
US4802553A (en) * | 1987-06-16 | 1989-02-07 | Alumax, Inc. | Aluminum scaffold plank |
US4825976A (en) * | 1988-08-31 | 1989-05-02 | Bil-Jax, Inc. | Scaffolding platform |
US4984654A (en) * | 1990-05-10 | 1991-01-15 | Carl Anderson | Scaffold safety system |
US5141078A (en) * | 1991-10-10 | 1992-08-25 | Aluma Systems Corp. | Scaffold deck |
DE4237516A1 (de) * | 1992-11-06 | 1994-05-11 | Peri Gmbh | Deckenschalungsträger |
DE19515062A1 (de) * | 1995-04-27 | 1996-10-31 | Langer Ruth Geb Layher | Gerüstboden |
US5603134A (en) * | 1995-06-27 | 1997-02-18 | Coastal Lumber Company | Portable bridge system |
GB9710042D0 (en) * | 1997-05-16 | 1997-07-09 | Sgb Services Plc | Improvements in or relating to a scaffolding component |
GB2338260A (en) | 1998-06-09 | 1999-12-15 | Sgb Services Plc | Scaffold comprising platform and ladders |
GB2362421B (en) | 2000-04-14 | 2004-01-21 | Kwikform Uk Ltd | Improvements to builders scaffolding |
GB2362422B (en) * | 2000-04-14 | 2004-01-28 | Kwikform Uk Ltd | Improvements relating to builders'scaffolding |
US6382109B1 (en) * | 2000-06-14 | 2002-05-07 | Novikoff, Inc. | Self-leveling modular table and method of forming a level modular table |
DE10108784A1 (de) * | 2001-02-23 | 2002-09-05 | Peri Gmbh | Gerüst mit Vertikalstützen und Horizontalträgern |
GB2382100B (en) * | 2001-11-16 | 2005-02-23 | Sgb Services Ltd | Improvements in or relating to scaffolding decks |
-
2004
- 2004-10-22 DE DE102004051614A patent/DE102004051614A1/de not_active Withdrawn
-
2005
- 2005-10-11 WO PCT/EP2005/010930 patent/WO2006045432A1/fr active Application Filing
- 2005-10-11 ES ES05796798.6T patent/ES2622740T3/es active Active
- 2005-10-11 PL PL05796798T patent/PL1792031T3/pl unknown
- 2005-10-11 EP EP05796798.6A patent/EP1792031B1/fr active Active
- 2005-10-11 US US11/665,955 patent/US9316007B2/en active Active
- 2005-10-11 CA CA2584626A patent/CA2584626C/fr active Active
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1389660A1 (fr) * | 2001-04-26 | 2004-02-18 | ULMA C y E, S. COOP. | Plate-forme pour echafaudages |
Also Published As
Publication number | Publication date |
---|---|
PL1792031T3 (pl) | 2017-09-29 |
CA2584626C (fr) | 2012-07-17 |
EP1792031A1 (fr) | 2007-06-06 |
US20080251323A1 (en) | 2008-10-16 |
CA2584626A1 (fr) | 2006-05-04 |
DE102004051614A1 (de) | 2006-04-27 |
ES2622740T3 (es) | 2017-07-07 |
US9316007B2 (en) | 2016-04-19 |
WO2006045432A1 (fr) | 2006-05-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1792031B1 (fr) | Echafaudage industriel | |
EP3433449B1 (fr) | Table coffrante et coffrage de plancher faisant intervenir une telle table coffrante | |
EP1899553B1 (fr) | Systeme de coffrage de plancher | |
DE10108784A1 (de) | Gerüst mit Vertikalstützen und Horizontalträgern | |
EP2499311B1 (fr) | Grille de protection latérale et système de protection latérale | |
WO2024008912A1 (fr) | Élément de table de coffrage, table de coffrage et procédé de construction d'un coffrage de plafond | |
EP3712351B1 (fr) | Structure porteuse pour un panneau de coffrage-cadre | |
DE2718135A1 (de) | Schalungstraeger fuer den betonbau | |
DE202005006228U1 (de) | Dachkonstruktion für Gebäude, insbesondere für Industriegebäude mit großen Spannweiten | |
DE3312582A1 (de) | Schalung zum herstellen von unterzuegen an betondecken | |
DE2825563A1 (de) | Bauholz | |
EP3070225B1 (fr) | Élément d'armature de poinçonnement et construction dotée d'une plaque comprenant un élément d'armature de poinçonnement | |
DE3003682C2 (de) | Deckenschalung | |
EP2796359B1 (fr) | Croisement de cloison double | |
DE19527235C2 (de) | Bühnentraverse | |
EP0851074A1 (fr) | Echafaudage pour plate-forme, charpente ou coffrage de dalle | |
EP0086965B1 (fr) | Système de coffrage pour un plafond en béton contenant un sommier | |
WO2022117365A1 (fr) | Barre de garde-corps, échafaudage modulaire, procédé d'érection d'un échafaudage modulaire, et utilisation d'une barre de garde-corps dans un échafaudage modulaire | |
DE2707547A1 (de) | Bauteil zum herstellen eines im bauwesen zu verwendenden mehrzweckgeraetes | |
DE102015109306A1 (de) | Roste, insbesondere für die Verwendung als Fachboden für Plattenregale oder Schwerlastregale, mit zwei Längsseiten und zwischen den Längsseiten angeordneten Querträgern | |
DE10013703C2 (de) | Vorrichtung zur Schaustellung von Produkten für das Bauwesen | |
DE102021211507A1 (de) | Stiel | |
DE3412990A1 (de) | Geruestplatte fuer ein baugeruest | |
DE2013094C3 (de) | Stahlskelett zur Aufnahme von Raumzellen | |
DE3051155C2 (en) | Mobile scaffolding and ladder components |
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: 20070405 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): DE ES GB PL |
|
DAX | Request for extension of the european patent (deleted) | ||
RBV | Designated contracting states (corrected) |
Designated state(s): DE ES GB PL |
|
17Q | First examination report despatched |
Effective date: 20100802 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAJ | Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted |
Free format text: ORIGINAL CODE: EPIDOSDIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20161108 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20161209 |
|
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): DE ES GB PL |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502005015543 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2622740 Country of ref document: ES Kind code of ref document: T3 Effective date: 20170707 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502005015543 Country of ref document: DE |
|
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: 20180103 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230602 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20230907 Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20230829 Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20231108 Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20230904 Year of fee payment: 19 |