EP1070806B1 - Système de plateforme - Google Patents

Système de plateforme Download PDF

Info

Publication number
EP1070806B1
EP1070806B1 EP00113056A EP00113056A EP1070806B1 EP 1070806 B1 EP1070806 B1 EP 1070806B1 EP 00113056 A EP00113056 A EP 00113056A EP 00113056 A EP00113056 A EP 00113056A EP 1070806 B1 EP1070806 B1 EP 1070806B1
Authority
EP
European Patent Office
Prior art keywords
stage
building
elements
stage system
support
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
EP00113056A
Other languages
German (de)
English (en)
Other versions
EP1070806A1 (fr
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.)
Doka Industrie GmbH
Original Assignee
Doka Industrie GmbH
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 Doka Industrie GmbH filed Critical Doka Industrie GmbH
Publication of EP1070806A1 publication Critical patent/EP1070806A1/fr
Application granted granted Critical
Publication of EP1070806B1 publication Critical patent/EP1070806B1/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
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/34—Scaffold constructions able to be folded in prismatic or flat parts or able to be turned down
    • 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
    • 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
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls

Definitions

  • the invention relates to a stage system that is in the field of construction is usable.
  • scaffolding When erecting structures, scaffolding is made of numerous stage elements can be constructed for various work required. For example, must from scaffoldings the reinforcements are attached. Further are usually required for concreting Shuttering elements furnished by scaffolding. Even while of concreting workers are on scaffolding, to those containers or bodies that make up the Concrete flows between the formwork to handle. Also Works on the facade are carried out from scaffolding. Finally, in climbing formwork systems are usually Mounted on climbing consoles scaffolds by these scaffolding from all the above activities in the Regarding the each above the climbing console new to To carry out concreting building section.
  • WO 90/14479 a framework is disclosed which also to arranged on all four corners of rectangular work platforms Carrier, wherein the working platforms either hinged or foldable on the straps that are in the be located on the back of the building.
  • Such scaffolding is for certain work on the building quite usable.
  • for reinforcement can of such scaffolds are made, and those Beams, which are arranged to the building, disturb can.
  • the formwork elements it is necessary that in the previously described Way to dismantle scaffolding. Setting up the Formwork elements is not possible, if the scaffolding stay put, because the formwork elements exactly in the Must be handled by scaffolding, and here in particular from the arranged to the building Carriers is taken.
  • GB 2 180 583 A describes the preamble of claim 1 and in particular a single scaffolding with a stage suitable for Gardening and housework is adjusted and next to one Carrying structure a single, foldable stage cover pointing towards a hedge or a building projects.
  • the single scaffold can be supported on a building, to carry out work. Because of this support and because of the property as a single device is a such scaffolding for use as scaffolding, especially for the execution of formwork work not suitable.
  • the invention is based on the object, a stage system with multiple stage elements to create that flexible can be used and that is suitable for the implementation of numerous different activities within the framework of the Creation of a building is suitable.
  • a stage system which consists of several similar stage elements, the in a first embodiment, at least one carrier exhibit.
  • the carrier (s) essentially serve the stage covering and optionally attachable, further Facilities such as e.g. Rear guards, too wear.
  • Stage element designed such that there is no carrier has, but a support member, by means of which the Stage element can be fastened to a carrier.
  • the measure according to which the stage covering on the carrier or the Carrying element in the attached state cantilevered is formed offers the substantial advantage that at the directed to the building side no disturbing vertical beams available. Rather, it is directed to the building Area in the horizontal direction continuously clear, leaving from the stage covering without hindrance the reinforcement work and the handling of concreting facilities can take place.
  • the stage element according to the invention is characterized characterized in that the stage cover is designed to be foldable, what about the stage cover overall and / or one Part of the stage cover can be provided. This will the stage element also for other activities, as the above already mentioned, can be used.
  • the foldable training allows the Stage coverings too, that with a scaffolding that through several Stage elements according to the invention is constructed, material not only on the top surface, but after that Fold back the topping also on the underlying stage coverings can be stored.
  • a scaffold that through several Stage elements according to the invention is constructed, all in Framework of the construction of the works, like rebar, shells, concreting, moving Prefabricated parts and subsequent façade work possible, without the scaffold replaced by another scaffold or must be added, or the framework must be moved.
  • stage covering is overall hinged is attached to the support or the support element.
  • These Measure is particularly for example in the case advantageous that on a below the top Stage covers arranged stage covering material filed shall be. To hamper this process as little as possible, the stage covering in this embodiment may be total be folded back.
  • the Stage covering not only in the area of its attachment to the Carrier or the support element, but at one point along its extension in the direction of the building foldable too shape. This makes it possible, only the foremost Area of the stage covering either slightly or too fold back completely, so that unfolded on the remaining area of the stage covering standing possible is, and workers from there, for example, the Setting up the formwork can perform. Especially after folding back the foremost area of the Stage covers a collision and interference between this Area and the formwork elements to be established prevented. Overall, as mentioned, the preferred Stage covering foldable to form all the to realize the aforementioned advantages.
  • Stage element not to the dimensions of a building should be adapted, but rather uniformly is to be designed, is in a special Embodiment provided a stage element, whose Stage covering and / or optionally protective device has at least one telescoping compensation element, so that a gap to adjacent stage coverings and Protective devices can be closed, and that emerging stage system has a flexible width.
  • stage elements are used instead a carrier at least have a support member consists the stage system next to the several stage elements at least one carrier.
  • the carrier it is preferable for the carrier to have more than one Stage elements, preferably one above the other, are attachable, so that results in a multi-storey scaffolding.
  • stage system with at least a carrier or that embodiment of the Stage element according to the invention, comprising a support
  • this at its lower End is designed such that the stage system or the Stage element can be set up on a level floor.
  • the carrier at its lower End is additionally designed to be on a console to be mounted.
  • This will increase the compatibility of the inventive stage system or stage element with Climbing brackets guaranteed, on which, preferably also multi-storey, the stage system according to the invention attachable is.
  • all required activities such as Reinforcing, setting up the Formwork, concreting and subsequent work of one and the same framework, its location is not must be changed.
  • the Stage system or the stage element on a building can be anchored.
  • stage system according to the invention or stage element such is designed that a formwork element anchored thereto is.
  • Fig. 1 is in an unfolded state and a the Attachment state corresponding orientation from the side Stage element 14 according to the invention in a first Embodiment shown.
  • the stage element 14 at both (from the front or Rear side of the considered) side edge areas shown support member 18 (see Fig .. 3).
  • Stage cover 22 hinged formed which in the shown Embodiment is realized in two forms. To the one is located at the transition between stage covering 22nd and support member 18 a first hinged hinge 38, by means of of which the stage covering 22 is shown in FIG. 2, folded position can be brought. As below is explained in more detail, this function in the Use of the stage element 14 together with other, arranged above the stage elements are used to Stage covering 22 of the top stage element 14 completely Fold back to the material from above lay down underlying stage coverings or the reinforcement contribute.
  • the stage covering points 22 of the embodiment shown in Fig. 1 another Folding hinge 40 between the foremost region 42 and a rear portion 44 of the stage cover 22. through of the hinge 40, the front portion 42 may be all or partially folded back towards the rear area 44 so that in the area where the foremost Area 42 is in the unfolded state, without mutual interference a shuttering element can be arranged can.
  • This is the result of a stage system that through a plurality of the illustrated stage elements 14 is formed, both the reinforcement, for which the fully unfolded Stage covering 22 is used, as well as the subsequent Setting up the formwork elements possible, for which the foremost region 42 at least slightly upwards or is completely folded back on the rear portion 44.
  • a protective device 24 usually in the form of a grid, extending to the Secure the building rear-facing area.
  • the inventive Stage element 14 advantageously in a small space fold.
  • the stage cover 22 is a total order the hinge 38 upwards, in the direction of the guardrail 24 folded, the strut 36 released from the support member and will work in the same orientation.
  • folded state can be several stage elements on each other with a small footprint store by putting in front of the presentation Of Fig. 2 rotated by 90 °, brought flat alignment become.
  • Fig. 3 is shown how three of the in Figs. 1 and 2 shown stage elements 14 to a stage system 10th be combined.
  • the three stage elements 14 one above the other by means of their respective support elements 18 two columnar supports 20 attached and by bolts or fixed by quick connection.
  • the carriers 20 have a grid of openings or, for example, projections on, so that the stage elements each at a suitable height can be mounted.
  • the collar Stage elements 22 each forward, so according to the Representation of Fig. 3 out of the plane, out, so that in the area facing the building no other support elements or supports are located, and in this Area can be worked freely.
  • stage system readily with additional, laterally or above arranged sections of the stage system can be combined to a total of one multi-storey, large facade scaffolding or scaffolding form a climbing system.
  • the shown carrier 20 with further, arranged above Carriers for example via a flange or Plug connection are coupled.
  • stage element 12 This corresponds with respect to the case foldable in the case shown twice Training the stage cover 22 and its support by a strut 36 of the shown in Figs. 1 and 2 Embodiment.
  • the stage cover 22 instead of the support member 18 of the first Embodiment, the stage cover 22 but with a Carrier 16 connected.
  • the carrier 16 of which as in the Stage system according to FIG. 3 at both lateral edges one each is provided (see Fig. 6), it is essentially vertically aligned in the mounting state Struts, by suitable fasteners 46 at the similarly designed carriers 16 more Stage elements are attachable, so that a multi-storey scaffolding, each with cantilevered Stage coverings 22 results.
  • a guard 24 is also in the illustrated Embodiment of the second embodiment.
  • the second is also Embodiment of the stage element 12 according to the invention by means of the hinge 38, via which the stage covering 22 a total of hinged on the support 16 is mounted in a flat shape collapsible.
  • This can also be done a plurality of stage elements 12 of the second embodiment be stored flat stacked on a small space. This results from the first described above Embodiment of the further advantage that no additional Carrier must be stored, as these in the form of the carrier 16th are provided as part of the stage element 12.
  • Fig. 6 is corresponding to the illustration of Fig. 3 a Example of a stage system 10 shown that consists of three stacked stage elements 12 of the second Embodiment exists.
  • the Carrier 16 each provided on both side edges.
  • the beams 16 of the second embodiment in FIG their lower area can be designed to be not only with the carriers 16 other stage elements connectable, but also on level ground installable and on the console of a climbing formwork system are attachable, as will be explained in more detail below.
  • the first embodiment provided carrier 20, where preferably several stage elements 14 are attachable.
  • a height of 2 m is preferred, so that thereby a corresponding Stage system can be set up, its stage cover 22nd each spaced apart by 2 m in height.
  • Fig. 7 is a side view of the use of Stage system 10 according to the invention shown in the reinforcement.
  • the inner formwork 48 is already placed and supported against the ground 30.
  • the Stage system 10 can be seen that it is also on the level bottom 30 is set up.
  • a stage system consisting of several Stage elements of the second embodiment is shown, and that of course also a stage system consisting of Stage elements of the first embodiment is usable.
  • the cantilevered Training the stage covers 22 provides in this context the advantage that the concreting work is not by carriers or supports are disturbed. This advantage is particular realized compared to the conventional facade scaffolding, the can replace the stage system of the invention.
  • the concreting of Ceilings are possible by placing inside the building instead the inner formwork 48 shown in Fig. 7 and 8 a Slab formwork system is placed on the following also from the top stage covering in FIG. 8 is concreted. Furthermore, this is when concreting on the Ceiling personnel through the top stage cover protected from falling.
  • Fig. 9 is finally shown how the inventive stage system 10 in an advantageous manner a climbing formwork system can be combined, the one Console 32, to which the stage formwork system 10th with its lowest support 16 is mountable.
  • the stage system 10 usually largely assembled state on the means of Climbing equipment attached to the exterior of the building Consoles 32 lifted.
  • the stage system 10 is as Part of the climbing formwork system again for all of can be used for required work.
  • Fig. 7 corresponding situation of the complete unfolded stage coverings 22 performed from the reinforcement become.
  • the Formwork elements 34 of the outer formwork introduced and to the Supports 16 of the stage system 10 are fixed.
  • the stage coverings 22 After all can in particular from the top stage covering 10 of the Concreting be performed. If the outside formwork too it must be removed at any time in turn, the stage coverings 22 at least partially fold back, leaving enough room for handling the Shuttering elements 34 is available. It is still mentions that the complete scaffolding created by the Stage system 10 according to the invention is formed, together with the attached formwork elements 34, the console 32nd and below suspended suspended platform 54 by means of a Cranes can be implemented if this instead of a Klettersystems is used.
  • stage cover 22 each have an integrated Have got through, so in a scaffold that through numerous side and superimposed stage elements 12 or 14 is formed by combination with corresponding ladder elements a complete passage ensure.
  • Fig. 10 is an alternative in a side view Embodiment of the stage system 10 according to the invention shown.
  • This embodiment is consistent with the embodiment Figs. 4 to 6 insofar as the single Stage element 12 has a carrier 16, on which a free cantilevered stage cover 22 is attached hinged.
  • the Embodiment of FIG. 10 differs from that of FIG. 4 to 6 in that the stage covering 22 in the region of the upper end of the individual carrier 16 of the Stage element 12 is attached.
  • the solid support 16 of the uppermost Stage element see Fig. 6
  • static Reasons are no longer necessary to be saved can.
  • the uppermost ends Stage element 12 in the region of the attachment point of the uppermost Decking 22, and above the level extends in Contrary to the embodiment of FIG. 6, no carrier 16 more.
  • no carrier 16 more is in the upper end of the two arranged parallel to each other top carrier 16 only a comparatively light Plug rail 24 inserted as a protective device.
  • Stage system 10 As is apparent from the lower portion of Fig. 10 extends in this embodiment of the invention Stage system 10, the respective protection device 24, so the Railing, the single stage element 14 from the lower End of the carrier 16 up to the required height.
  • Stage covering for the lowest level (apart from the underneath suspended platforms 54) is replaced by the Stage covering the console 32 formed in which the with Dashed lines indicated traverse is formed.
  • the attachment of the carrier 16 is still noted that these, as can be seen from the figure is, in the case shown on the console 32 and at other applications on a suitable floor support supplementally supported by support struts 56. hereby the individual carriers 16 can be dimensioned somewhat lighter which increases their profitability.
  • stage covering 22 total down can be folded down.
  • the stage cover 22 at the Embodiment of FIG. 10 in the region of the upper Carrier end of the individual carrier 16 is a Fold down advantageous because this way the Dimensions of the individual prefabricated and folded stage element 12 within reasonable limits can be kept.
  • the foremost portion 42 of FIG single stage covering 22 also in the embodiment of Fig. 10 can be folded upwards.
  • the Area at the back of the building between the support struts 56 can be used advantageously to material to take off and to the stage covering from the back of the building ago supply.
  • the console 32 for example, to the am farthest edge of the console 32 away from the building as well as to the building in the area of the respective Support struts 56 may be provided extending a railing, and the railing 24 shown in Fig. 10 at the lowest Stage element 12 omitted.
  • the railing 24 shown in Fig. 10 at the lowest Stage element 12 omitted.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)
  • Tents Or Canopies (AREA)
  • Vehicle Body Suspensions (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Claims (10)

  1. Système de plate-forme (10) formé d'une pluralité d'éléments de plate-forme (12), susceptibles d'être reliés ensemble, du même type, présentant chacun au moins un support (16) pouvant être installé à distance d'un bâtiment et au moins un plancher de plate-forme (22) qui, à l'état de montage, est en porte à faux librement en direction du bâtiment, le plancher de plate-forme étant réalisé de façon à être rabattable, les planchers de plate-forme (22) du système de plate-forme (10) étant rabattables indépendamment les uns des autres, caractérisé en ce que la pluralité d'éléments de plate-forme (12) sont disposés les uns au-dessus des autres.
  2. Système de plate-forme (10) formé d'au moins un support (20) et d'une pluralité d'éléments de plate-forme (14) disposés les uns au-dessus des autres, de même type, caractérisé en ce que les éléments de plate-forme (14) présentent chacun au moins un élément support (18), auquel l'élément de plate-forme (14) est susceptible d'être fixé sur le support (20) installé à distance d'un bâtiment, et au moins un plancher de plate-forme (22) qui, à l'état de montage, est en porte à faux librement en direction du bâtiment et qui est réalisé de façon à pouvoir être rabattu, les planchers de plate-forme (22) du système de plate-forme (10) étant susceptibles d'être rabattus indépendamment les uns des autres.
  3. Système de plate-forme (10) selon la revendication 1 ou 2, caractérisé en ce que le plancher de plate-forme (22) est monté de façon chaque fois à être globalement rabattable sur le support (16) ou sur l'élément support (18).
  4. Système de plate-forme (10) selon au moins l'une des revendications précédentes, caractérisé en ce que le plancher de plate-forme (22) est chaque fois rabattable plusieurs fois.
  5. Système de plate-forme (10) selon au moins l'une des revendications précédentes, caractérisé en ce que l'élément de plate-forme (12,14) présente chaque fois un dispositif protecteur (24) de préférence amovible, disposé sur la face arrière du bâtiment lorsqu'on est à l'état monté.
  6. Système de plate-forme (10) selon au moins l'une des revendications précédentes, caractérisé en ce que le plancher de plate-forme (22) présente chaque fois et/ou le dispositif protecteur (24) présente chaque fois au moins un élément compensateur de nature télescopique.
  7. Système de plate-forme (10) selon au moins l'une des revendications précédentes, caractérisé en ce que le support (16,20) est conformé, à son extrémité inférieure, de manière que le système de plate-forme puisse être installé sur un sol (30) plan.
  8. Système de plate-forme (10) selon au moins l'une des revendications précédentes, caractérisé en ce que le support (16,20) est conformé, à son extrémité inférieure, de manière que le système de plate-forme puisse être monté sur une console (32).
  9. Système de plate-forme (10) selon au moins l'une des revendications précédentes, caractérisé en ce que celui-ci est susceptible d'être ancré sur un ouvrage.
  10. Système de plate-forme (10) selon au moins l'une des revendications précédentes, caractérisé en ce qu'un élément de coffrage (34) est susceptible d'être fixé sur lui.
EP00113056A 1999-07-21 2000-06-23 Système de plateforme Expired - Lifetime EP1070806B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19934273 1999-07-21
DE19934273A DE19934273C2 (de) 1999-07-21 1999-07-21 Gerüstsystem

Publications (2)

Publication Number Publication Date
EP1070806A1 EP1070806A1 (fr) 2001-01-24
EP1070806B1 true EP1070806B1 (fr) 2005-08-31

Family

ID=7915593

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00113056A Expired - Lifetime EP1070806B1 (fr) 1999-07-21 2000-06-23 Système de plateforme

Country Status (3)

Country Link
EP (1) EP1070806B1 (fr)
AT (1) ATE303487T1 (fr)
DE (2) DE19934273C2 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007026020A1 (de) * 2007-06-04 2008-12-11 Doka Industrie Gmbh Selbstklettersystem und Verfahren zum Betonieren eines Unterzugs und/oder Montieren eines Fertigteils mittels eines Selbstklettersystems
DE102021120438A1 (de) 2021-08-05 2023-02-09 Peri Se System zur Schalung eines Wandelementes mit einem frei stehenden Gerüstabschnitt

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1206574A (en) * 1916-01-17 1916-11-28 Ferdinand Miller Tree-scaffold.
US2398604A (en) * 1945-05-25 1946-04-16 Thorne William Earl Collapsible scaffold
CA1270285A (fr) * 1984-09-20 1990-06-12 John Clement Preston Echafaudage, ses elements et son montage
GB2180583B (en) * 1985-09-14 1989-08-23 Robert William Perry An improved collapsible scaffolding
WO1990014479A1 (fr) * 1989-05-19 1990-11-29 Gkn Australia Limited Echafaudage
DE8909026U1 (de) * 1989-07-25 1989-09-14 Österreichische Doka Schalungs- und Gerüstungstechnik Ges.m.b.H., Amstetten Faltbühne
DE19718650A1 (de) * 1997-05-02 1998-11-05 Baumann Verwertungs Gmbh Im Bauwesen zu verwendende Vorrichtung zur Bildung eines Konsolgerüstelements

Also Published As

Publication number Publication date
ATE303487T1 (de) 2005-09-15
EP1070806A1 (fr) 2001-01-24
DE50011055D1 (de) 2005-10-06
DE19934273C2 (de) 2003-11-27
DE19934273A1 (de) 2001-02-15

Similar Documents

Publication Publication Date Title
EP2411598B1 (fr) Échafaudage et procédé de montage ou de démontage d'un tel échafaudage
DE102007021159B4 (de) Rostdeckenschalung zur Einbindung einer Säule
EP2798133B1 (fr) Panneau pour un système de coffrage de plafond et système de coffrage de plafond
EP2035314B1 (fr) Plate-forme de levage et procédé de montage d'une plate-forme de levage
DE3108020A1 (de) "schutzvorrichtung fuer metallgerueste"
EP2557252B1 (fr) Plate-forme et procédé pour le montage en sécurité d'une tour d'échafaudage de soutien
EP1070806B1 (fr) Système de plateforme
DE102013006380A1 (de) Belagdiele für Gerüste
DE3341031A1 (de) Geruestkonsole zum herstellen eines an den zur dachkonstruktion gehoerenden sparren, pfetten, riegel usw. befestigten in der hoehe u. breite verstellbaren konsolengeruestes
DE9110828U1 (de) Gerüst
WO2022106485A1 (fr) Rail d'escalade
EP0625619B1 (fr) Plate-forme d'échafaudage
DE20004389U1 (de) Bauelementensatz für ein Gerüst
DE10121957A1 (de) Absturzsicherung für Baugerüste
DE19636550C2 (de) Bühnenbelag für Konsolbühnen oder Überbrückungsbühnen sowie Verfahren zur Montage einer Konsolbühne
DE802280C (de) Baugeruest
WO2024223613A1 (fr) Système d'escalade pour un cadre d'escalade guidé par rails
DE102021122288A1 (de) Gerüststiel zum vertikalen Einbau in einen Gerüstabschnitt
WO2024223024A1 (fr) Système d'escalade pour un cadre d'escalade guidé par rails
DE69610753T2 (de) Arbeits- und Sicherheitsplattform für verschiedene Fassaden
CH444453A (de) Konsolgerüst
DE3003682A1 (de) Deckelschalung
DE102010006561A1 (de) Geländerelement
AT513573B1 (de) Verfahren für die Herstellung von Hochhausdecken nebst Schaltafel
DE2852082A1 (de) Geruesttreppe

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

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT CH DE FR GB LI

AX Request for extension of the european patent

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

17P Request for examination filed

Effective date: 20010330

AKX Designation fees paid

Free format text: AT CH DE FR GB LI

17Q First examination report despatched

Effective date: 20040706

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RTI1 Title (correction)

Free format text: PLATFORM SYSTEM

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 CH DE FR GB LI

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

Ref country code: CH

Ref legal event code: EP

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 20050831

REF Corresponds to:

Ref document number: 50011055

Country of ref document: DE

Date of ref document: 20051006

Kind code of ref document: P

ET Fr: translation filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

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

Effective date: 20060630

Ref country code: CH

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

Effective date: 20060630

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: 20060601

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: AT

Payment date: 20080613

Year of fee payment: 9

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

Ref country code: FR

Payment date: 20080617

Year of fee payment: 9

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

Ref country code: GB

Payment date: 20080624

Year of fee payment: 9

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

Effective date: 20090623

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20100226

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: 20090630

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: 20090623

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 NON-PAYMENT OF DUE FEES

Effective date: 20090623

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

Ref country code: DE

Payment date: 20110624

Year of fee payment: 12

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 50011055

Country of ref document: DE

Effective date: 20130101

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: 20130101