EP3440279B1 - Traverse de départ pour zone de montée munie d'une échelle d'un système d'échafaudage, système d'échafaudage équipé de telles traverses de départ et procédé de montage d'un système d'échafaudage - Google Patents
Traverse de départ pour zone de montée munie d'une échelle d'un système d'échafaudage, système d'échafaudage équipé de telles traverses de départ et procédé de montage d'un système d'échafaudage Download PDFInfo
- Publication number
- EP3440279B1 EP3440279B1 EP17724728.5A EP17724728A EP3440279B1 EP 3440279 B1 EP3440279 B1 EP 3440279B1 EP 17724728 A EP17724728 A EP 17724728A EP 3440279 B1 EP3440279 B1 EP 3440279B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- scaffold
- starting
- crossbar
- ascension
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims description 7
- 230000001174 ascending effect Effects 0.000 description 3
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000725 suspension 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/02—Connections between parts of the scaffold with separate coupling elements
- E04G7/28—Clips or connections for securing boards
-
- 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
- E04G2001/155—Platforms with an access hatch for getting through from one level to another
Definitions
- the present invention relates to a system scaffolding with scaffolding frames, spaced apart in the longitudinal direction of the scaffolding, with scaffolding posts that are connected to one another by upper crossbars and lower crossbars, scaffolding floors connected or suspended in the upper crossbars are present and an access area is provided between two longitudinally adjacent scaffolding frames with an upper scaffolding deck with an access hatch to which a ladder is connected on the underside.
- the present invention also relates to a method for assembling such a system framework.
- a system scaffolding is known from the Layher SpeedyScaf system technology brochure, edition 01.12.2010, which is used in scaffolding and has proven itself for years.
- the system framework 50 has framework frames 52 which are positioned in a predetermined grid in the framework longitudinal direction GL.
- Each scaffolding frame 52 consists of two scaffolding posts 53 which are spaced parallel in the transverse direction and which are connected to one another in the upper end area via an upper cross bar 56 and in the lower end area via a lower cross strut 58.
- To increase the rigidity of the scaffolding frame 52 is in the inner corner area between the upper cross bar 56 and the scaffolding posts 53 each welded a gusset plate 66.
- the scaffolding frames 52 are designed in such a way that they can be plugged onto one another in the vertical direction.
- the upper cross bar 56 is designed as an upwardly open U-profile into which scaffolding floors 54 are suspended.
- the scaffolding frame 52 itself is attached to height-adjustable foot spindles 68 with its scaffolding handles 53, which in turn are mounted on a floor board 78 at the bottom in the lowest level.
- the stiffening takes place via the connection of diagonals 64 in the gusset area and in the opposite lower end area of the adjacent scaffolding frame 52.
- railing bars 72 and underside longitudinal bars 74 are connected to the scaffolding posts 53 on the outside.
- an access area 70 is formed, which on the top has a scaffolding floor 54.1 - hooked into the upper crossbars 56 of the adjacent scaffolding frames 52 of the ascending area 70 - an access hatch 60 which can be folded upwards, with on the underside the access flap 60 is connected or suspended from a ladder 62.
- the lower end area of the stiles of the ladder 62 is mounted on an access scaffold floor 76 which is attached to an initial crossbar on the left and right 80 is connected, which is arranged between the base spindles 68 and the scaffolding frame 52 attached to the base spindles 68.
- the initial transverse bar 80 has a tubular sleeve 82 in each of its two end regions, which is pushed onto the base spindles 68 before the scaffolding frame 52 is attached. Reliable storage of the ladder 62 is provided by the access scaffold floor 76 connected in this way, which must be mounted in the access bay 70 before the assembly of the scaffold frames 52 begins.
- the US 2004/094362 A1 discloses a mobile scaffolding that has a scaffolding frame on the left and right with two spaced vertical standards, the vertical standards being connected via crossbars which are connected to the opposite scaffolding standards and have a U-profile cross-section that is open at the bottom when installed.
- a scaffold covering is hung on the upper side of this crossbar and has cross-sectional recesses that correspond to the crossbar's circumferential contour, so that a scaffold base can be hung onto the crossbar from below.
- the EP 1 691 007 A2 discloses a scaffolding system with scaffolding frames with two spaced-apart scaffolding posts that are connected to one another via crossbars.
- the crossbars are connected to connection units that are present on the scaffolding posts, the crossbars having protruding bottles in their end area, which partially encompass the scaffolding posts on the outside.
- a lever element is used which, when connected, engages under the connection units of the respective scaffolding standards.
- the WO 2014/095882 A1 discloses a scaffolding platform in which cross members are used, which are designed as U-profiles which are open at the bottom and which have a concave recess on their end faces in the plug-in area of the U-profile.
- the present invention is based on the object or the technical problem of specifying a system frame with an initial transverse bar, in which the initial transverse bar can be subsequently installed in a simple and quick manner in an already established system frame and can be produced economically where a safe storage of the ladder in the area of the access area is made possible afterwards. Furthermore, the present invention is based on the object or the technical problem of specifying a method which enables a subsequent assembly of an access scaffold floor as a reliable bearing structure for the ladder.
- the system scaffolding according to the invention with an initial cross bar is accordingly characterized in that a starting cross bar is positively placed on the lower cross struts of the adjacent scaffolding frames of the ascent field between the scaffolding posts, the starting cross bar having a form-fitting contour in its respective opposite end areas, the length of the starting cross bar being designed in this way that it can be subsequently introduced between two scaffolding posts of a scaffolding frame and, in this introduced state, encompasses the form-fitting contours, in each case the outer contour of the respective scaffolding post in a form-fitting manner, at least in some areas and rests on the cross strut in the introduced state, whereby a secure fixation is achieved without additional connection units
- the initial transverse bar is designed as an upwardly open U-profile, the form-fitting contour as a concave, in particular part-circular, recess in the end region of the web of the U-profile is formed and at least one access scaffold floor is connected or suspended on the starting crossbars, on which the lower end of the ladder is
- the initial transverse bar is subsequently placed on the corresponding cross struts of adjacent scaffolding frames of an ascending area in a simple manner in the case of an already fully assembled system scaffolding, with the form-fitting contours securely fixing it in place without further attachment of connection units of the initial cross bar is achieved on the cross strut, so that the access scaffold base can then be hooked into the initial cross bar and the ladder with the lower end of the ladder stiles can be safely stored on the access scaffold base.
- the initial cross bar is designed as an upwardly open U-profile.
- the form-fitting contour is designed as a concave, in particular part-circular, recess in the end region of the web of the U-profile.
- the smallest clear inside distance of the form-fit contour is designed in accordance with the clear inside distance between the scaffolding standards of a scaffolding frame, so that a reliable form-fit connection with the scaffolding standards is always achieved in any case.
- the formation of a partially circular recess does justice to the fact that the scaffolding standards are usually designed as round tube profiles.
- An alternative embodiment which has a structurally different form-fit contour, is characterized in that the form-fit contour is formed by flanges of the U-profile protruding opposite the web, the clear inner distance of the flanges essentially corresponding to the outer diameter of the scaffold post of the scaffold frame.
- a particularly economical production of an initial transom is made possible by the fact that the cross-section of the U-profile corresponds to the cross-section of the upper transom of the scaffolding frame except for the form-fit contours.
- the upper crossbars are manufactured as a series component in large numbers and, according to the invention, can be used as initial crossbars by simply attaching the concave form-fitting contour described above.
- the initial transverse bar can additionally have holding units which, for example, strike against the suspension structure of the ascending frame base.
- the holding units can preferably be designed as profile bar elements welded on between the flanges of the U-profile in their upper end region.
- the method according to the invention for assembling a system scaffolding as described above with subsequent assembly of an access scaffold floor for mounting a ladder in an access area is given by the features of claim 6.
- the method according to the invention is accordingly characterized in that, after the system scaffolding has been created in the ascent bay, an initial cross bar of a system scaffold is placed on the lower cross strut of the scaffold frames arranged on the left and right of the ascent bay and a form fit with the scaffold posts of the respective scaffold frame is achieved, on the initial cross bar at least one access scaffold floor is connected or suspended and the lower end area of the ladder is stored on the access scaffold floor.
- the ladder is preferably arranged at an angle to the horizontal of 60 ° to 80 °, in particular approximately 70 °.
- FIGs 8a and 8b show a perspective partial representation of a known system scaffolding 50, namely the Layher SpeedyScaf system, with normal construction using a known initial crossbar 80 and an access scaffold floor 76 connected to the cross struts 58 in the climbing area 70, on which a ladder 62 is mounted on the top leads to the access hatch 60 of the scaffolding floor 54.1 arranged in the floor above.
- This known system framework 50 is described in the introduction to the description.
- Fig. 7 shows the situation of the system scaffolding 50 in which it was forgotten to assemble the known initial crossbars 80 in good time, so that a connection of an access scaffold floor 76 is not possible, whereby a secure inclined storage of the ladder is not possible.
- the same components have the same reference symbols as in Fig. 8 and are not explained again.
- FIGS. 1 to 4 show an embodiment of an initial transverse bar 10, which is designed as an upwardly open U-profile with a web 12 on the underside and upwardly pointing flanges 14 formed on both sides.
- a concave form-fitting contour 20.1 or 20.2 is formed in the web 12, each having a part-circular recess 21.
- the diameter of the part-circular Recess 21 corresponds to the diameter of a scaffolding post 53 of a scaffolding frame 52.
- the smallest clear inner distance between the opposing form-fitting contours 20.1 and 20.2 is in FIG Fig. 1 labeled with the distance dimension QL.
- This distance QL between the form-fit contours 20.1, 20.2 or the recess 21 essentially corresponds to the clear inner distance between the scaffolding posts 53 of the scaffolding frame 52.
- the longitudinal direction of the initial cross bar 10 is in the Figures 1 to 4 indicated with L.
- the longitudinal direction L of the initial transverse bar 10 corresponds to the state of the initial transverse bar 10 used in the system frame 50 and the transverse direction of the system frame 50. Due to the structural configuration of the initial transverse bar 10 shown, it can be retrofitted to a system frame 50 in a state as in FIG Fig. 7 shown, in which it has been forgotten to create the connection options for an access scaffold floor 76.
- Fig. 1 it is also shown that there are web recesses 16 in the web 12 of the initial transverse bar 10, which serve to enable any board bolts that may be present to be passed through so that board boards can also be connected in this area.
- the initial cross bar 10 is placed in a simple manner on the lower cross strut 58 of the scaffolding frame 52, which is located to the left or right of the access area 70. Due to the selected distance QL and the geometry of the form-locking contours 20.1 or 20.2, a form-locking connection is automatically generated between the placed initial transverse bar 10 and the scaffolding posts 53 lying opposite in the transverse direction, without the use of further connecting means. As a result, the initial cross bar 10 is secure on the respective Scaffolding frame 52 stored.
- An access scaffold floor 76 in the floor area of the ascent field 70 can now be hooked into the start crossbars 10 placed and mounted on both sides in a simple manner, so that a secure support surface is available for the ladder 62.
- the ladder 62 can be arranged and stored at a preferred angle of inclination to the horizontal of 70 °.
- FIG. 5 shown schematically on a known system frame 50, for example.
- the system framework 50 corresponds to that in Fig. 7 system scaffold 50 shown, but with the subsequent assembly of the initial crossbars 10 and the access scaffold floor 76.
- Fig. 6 shows in detail the arrangement of the subsequently placed in a simple manner and positively connected initial transverse bar 10 on the in Fig. 6 Not visible lower cross strut 58 of the scaffolding frame 52.By simply placing the initial cross bar 10 on the lower cross strut 58, a form fit with the two opposing scaffolding posts 53 is achieved without further connecting means, thereby enabling secure storage and a simple subsequent connection of an access scaffolding floor 76.
- the shown form-fit contour 20.1 or 20.2 represents a constructive solution for generating a form-fit of the initial transverse bar 10 placed on the cross strut 58 with the adjacent scaffold posts 53.
- Other constructive form-fit designs are also conceivable.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ladders (AREA)
Claims (7)
- Système d'échafaudage (50) comprenant des cadres d'échafaudage (52) disposés à une distance en forme de grille dans la direction longitudinale de l'échafaudage (GL) et pourvus de montants d'échafaudage (53), qui sont reliés entre eux par des traverses supérieures (56) et des barres transversales inférieures (58), des planchers d'échafaudage (54) étant prévus qui sont raccordés ou suspendus aux traverses supérieures (56) et une zone d'accès (70) étant prévue entre deux cadres d'échafaudage (52) adjacents dans la direction longitudinale, avec un plancher d'échafaudage supérieur (54.1) pourvu d'une trappe d'accès (60) à laquelle une échelle (62) est reliée du côté inférieur,- caractérisé en ce que- une barre transversale initiale (10) est placée par complémentarité de formes sur les traverses inférieures (58) des cadres d'échafaudage adjacents (52) de la zone d'accès (70) entre les montants d'échafaudage (52),- la barre transversale initiale (10) présentant un contour à complémentarité de formes (20.1, 20.2) dans ses zones d'extrémité opposées respectives,- la longueur de la barre transversale initiale (10) étant conçue de façon à pouvoir être ultérieurement insérée entre deux montants d'échafaudage (53) d'un cadre d'échafaudage (52) et, dans cet état inséré, les contours à complémentarité de formes (20.1, 20.2) enserrant chacun au moins le contour extérieur du montant d'échafaudage respectif (53) au moins par endroits par complémentarité de formes et venant en appui à l'état inséré sur la traverse (58), de manière à réaliser une fixation sûre sans unités de raccordement supplémentaires,- la barre transversale initiale (10) étant conçue sous la forme d'un profil en U ouvert vers le haut,- le contour à complémentarité de formes (20.1, 20.2) étant conçu sous la forme d'un évidement concave (21), en particulier partiellement circulaire, ménagé dans la zone d'extrémité frontale (12) du profil en U et- au moins un plancher d'échafaudage d'accès (76) étant raccordé ou suspendu à la barre transversale initiale (10), plancher sur lequel l'échelle (62) est montée du côté supérieur de la zone d'extrémité inférieure.
- Système d'échafaudage selon la revendication 1,- caractérisé en ce que- le contour à complémentarité de formes de la barre transversale initiale (10) est formé par des flasques (14) du profilé en U qui font saillie de la nervure (12), la distance intérieure dégagée des flasques (14) correspondant sensiblement au diamètre extérieur du montant d'échafaudage (53) du cadre d'échafaudage (52).
- Système d'échafaudage selon une ou plusieurs des revendications 1 à 2,- caractérisé en ce que- des évidements de nervure (16) sont ménagés dans la nervure (12) de la barre transversale initiale (10) et sont traversés par des boulons de plinthe éventuels.
- Système d'échafaudage selon une ou plusieurs des revendications 1 à 3,- caractérisé en ce que- le profil en U de la barre transversale initiale (10) correspond en coupe transversale à la section de barre transversale supérieure (56) du cadre d'échafaudage (52) à l'exception des contours à complémentarité de formes (20.1, 20.2).
- Système d'échafaudage selon une ou plusieurs des revendications précédentes,- caractérisé en ce que- la barre transversale initiale (10) comporte des unités de retenue qui empêchent un plancher d'échafaudage d'accès (76) raccordé de glisser.
- Procédé de montage un système d'échafaudage (50) selon l'une des revendications 1 à 5 comprenant le montage ultérieur d'un plancher d'échafaudage d'accès (76) pour le montage d'une échelle (62) dans une zone d'accès (70),- après avoir créé le système d'échafaudage (50) dans la zone d'accès (70) une barre transversale initiale (10) du système d'échafaudage (50) étant placée sur la traverse inférieure (58) des cadres d'échafaudage (52) disposés à gauche et à droite de la zone d'accès (70) et une liaison par complémentarité de formes avec les montants d'échafaudage (53) du cadre d'échafaudage respectif (52) étant obtenu,- au moins un plancher d'échafaudage d'accès (76) étant raccordé ou suspendu à la barre transversale initiale (10) et- la zone d'extrémité inférieure de l'échelle (62) étant montée sur le plancher d'échafaudage d'accès (76).
- Procédé selon la revendication 6,- caractérisé en ce que- l'échelle est disposée en formant un angle de 60° à 80° (degrés), en particulier environ 70° (degrés) par rapport à l'horizontale.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL17724728T PL3440279T3 (pl) | 2016-04-07 | 2017-04-03 | Początkowy rygiel poprzeczny dla pola pionu komunikacyjnego z drabiną rusztowania systemowego, rusztowanie systemowe z tego typu początkowym ryglem poprzecznym i sposób montażu rusztowania systemowego |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102016003997.3A DE102016003997A1 (de) | 2016-04-07 | 2016-04-07 | Anfangsquerriegel für ein Aufstiegsfeld mit Leiter eines Systemgerüsts, Systemgerüst mit derartigen Anfangsquerriegeln und Verfahren zur Montage eines Systemgerüsts |
PCT/DE2017/000085 WO2017174050A1 (fr) | 2016-04-07 | 2017-04-03 | Traverse de départ pour zone de montée munie d'une échelle d'un système d'échafaudage, système d'échafaudage équipé de telles traverses de départ et procédé de montage d'un système d'échafaudage |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3440279A1 EP3440279A1 (fr) | 2019-02-13 |
EP3440279B1 true EP3440279B1 (fr) | 2020-12-09 |
Family
ID=58744932
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP17724728.5A Active EP3440279B1 (fr) | 2016-04-07 | 2017-04-03 | Traverse de départ pour zone de montée munie d'une échelle d'un système d'échafaudage, système d'échafaudage équipé de telles traverses de départ et procédé de montage d'un système d'échafaudage |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP3440279B1 (fr) |
DE (2) | DE102016003997A1 (fr) |
ES (1) | ES2856127T3 (fr) |
PL (1) | PL3440279T3 (fr) |
WO (1) | WO2017174050A1 (fr) |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20040094362A1 (en) * | 2002-11-15 | 2004-05-20 | Wyse Steven J. | Walkboard ledger for scaffolding |
ES2246732B1 (es) * | 2005-01-17 | 2006-11-16 | Ingenieria De Encofrados Y Servicios, S.L. | Travesaño desmontable para soporte de plataformas en andamios. |
WO2014095882A1 (fr) * | 2012-12-20 | 2014-06-26 | Mon.Zon Development Ab | Système de profilé d'échafaudage à auto-verrouillage |
-
2016
- 2016-04-07 DE DE102016003997.3A patent/DE102016003997A1/de not_active Withdrawn
-
2017
- 2017-04-03 DE DE112017001868.4T patent/DE112017001868A5/de not_active Withdrawn
- 2017-04-03 PL PL17724728T patent/PL3440279T3/pl unknown
- 2017-04-03 EP EP17724728.5A patent/EP3440279B1/fr active Active
- 2017-04-03 WO PCT/DE2017/000085 patent/WO2017174050A1/fr active Application Filing
- 2017-04-03 ES ES17724728T patent/ES2856127T3/es active Active
Non-Patent Citations (1)
Title |
---|
None * |
Also Published As
Publication number | Publication date |
---|---|
WO2017174050A1 (fr) | 2017-10-12 |
PL3440279T3 (pl) | 2021-06-14 |
DE112017001868A5 (de) | 2018-12-13 |
ES2856127T3 (es) | 2021-09-27 |
EP3440279A1 (fr) | 2019-02-13 |
DE102016003997A1 (de) | 2017-10-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE19633092A1 (de) | Zerlegbares Fassadengerüst | |
EP1338723B1 (fr) | Dispositif de montage d'un garde-corps temporaire d'échafaudage | |
EP2557252B1 (fr) | Plate-forme et procédé pour le montage en sécurité d'une tour d'échafaudage de soutien | |
WO2021047703A1 (fr) | Dispositif de garde-corps, à savoir un garde-corps d'attaque destiné à un échafaudage, et procédé de montage d'un tel dispositif de garde-corps | |
EP3440279B1 (fr) | Traverse de départ pour zone de montée munie d'une échelle d'un système d'échafaudage, système d'échafaudage équipé de telles traverses de départ et procédé de montage d'un système d'échafaudage | |
DE10305158A1 (de) | Geländervorrichtung für ein Baugerüst | |
DE102007011777A1 (de) | Zerlegbares Arbeitsgerüst und Verfahren zu dessen Auf- und Abbau | |
DE3220918C3 (de) | Gewendelte Treppe | |
DE19911380A1 (de) | Verbindungselement für Bühnensysteme | |
DE3824922A1 (de) | Holzleiterngeruest mit aufstiegseinrichtungen | |
WO2002077396A1 (fr) | Systeme de composants pour podiums/plates-formes et/ou tribunes et/ou estrades | |
EP3947852A1 (fr) | Dispositif de garde-corps, à savoir garde-corps pour un échafaudage et procédé de montage d'un dispositif de garde-corps | |
EP2096235B1 (fr) | Garde-corps à console frontale | |
EP2275625B1 (fr) | Construction d'échafaudage pour un échafaudage principal et un second échafaudage, notamment un escalier d'échafaudage | |
DE2236165C3 (de) | Gerüst | |
EP1134331A2 (fr) | Ensemble d'éléments pour un coffrage | |
DE102019114913A1 (de) | Montageadapter, Sicherheitsgeländer, Bausatz für ein Baugerüst sowie Baugerüst und Verfahren hierfür | |
EP4018057B1 (fr) | Dispositif de garde-corps, en particulier garde-corps de tête destiné à un système d'échafaudage | |
EP2602402B1 (fr) | Structure de façade démontable | |
DE10304089A1 (de) | Seitenschutz für ein Baugerüst | |
EP1445399A2 (fr) | Module d'escalier d'échafaudage | |
WO2023217494A1 (fr) | Fermeture d'extrémité pour un système de rail de protection d'avance et procédé d'installation d'une fermeture d'extrémité d'un système de rail de protection d'avance, et échafaudage comprenant une fermeture d'extrémité | |
DE29619435U1 (de) | Vertikalrahmen und Diagonalverstrebung für Bau-, insbesondere Rohrgerüste | |
EP1426524A2 (fr) | Echafaudage de construction | |
DE10208191A1 (de) | Vorrichtung zur Montage eines temporär vorhandenen Geländerholms eines Gerüsts |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: UNKNOWN |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE |
|
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 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
17P | Request for examination filed |
Effective date: 20180719 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
DAV | Request for validation of the european patent (deleted) | ||
DAX | Request for extension of the european patent (deleted) | ||
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
17Q | First examination report despatched |
Effective date: 20190926 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
INTG | Intention to grant announced |
Effective date: 20200723 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
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: AT Ref legal event code: REF Ref document number: 1343603 Country of ref document: AT Kind code of ref document: T Effective date: 20201215 Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502017008580 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: ISLER AND PEDRAZZINI AG, CH |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: FP |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20210310 Ref country code: FI 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: 20201209 Ref country code: RS 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: 20201209 Ref country code: NO 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: 20210309 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG 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: 20210309 Ref country code: LV 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: 20201209 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HR 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: 20201209 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG9D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO 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: 20201209 Ref country code: SK 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: 20201209 Ref country code: PT 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: 20210409 Ref country code: EE 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: 20201209 Ref country code: CZ 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: 20201209 Ref country code: LT 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: 20201209 Ref country code: SM 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: 20201209 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502017008580 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2856127 Country of ref document: ES Kind code of ref document: T3 Effective date: 20210927 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS 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: 20210409 |
|
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 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL 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: 20201209 |
|
26N | No opposition filed |
Effective date: 20210910 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC 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: 20201209 Ref country code: DK 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: 20201209 Ref country code: SI 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: 20201209 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210403 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20210430 |
|
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: 20210403 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS 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: 20210409 |
|
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: 20210430 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 1343603 Country of ref document: AT Kind code of ref document: T Effective date: 20220403 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230516 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY 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: 20201209 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20170403 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220403 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20230428 Year of fee payment: 7 Ref country code: FR Payment date: 20230417 Year of fee payment: 7 Ref country code: ES Payment date: 20230517 Year of fee payment: 7 Ref country code: DE Payment date: 20230425 Year of fee payment: 7 Ref country code: CH Payment date: 20230502 Year of fee payment: 7 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20230419 Year of fee payment: 7 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20230420 Year of fee payment: 7 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502017008580 Country of ref document: DE Representative=s name: GLEIM PETRI PATENT- UND RECHTSANWALTSPARTNERSC, DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK 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: 20201209 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20240422 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20240325 Year of fee payment: 8 |