EP2706166B1 - Modular strutting tower for civil engineering and construction - Google Patents

Modular strutting tower for civil engineering and construction Download PDF

Info

Publication number
EP2706166B1
EP2706166B1 EP20130360027 EP13360027A EP2706166B1 EP 2706166 B1 EP2706166 B1 EP 2706166B1 EP 20130360027 EP20130360027 EP 20130360027 EP 13360027 A EP13360027 A EP 13360027A EP 2706166 B1 EP2706166 B1 EP 2706166B1
Authority
EP
European Patent Office
Prior art keywords
locking
strutting
piece
piece frame
pin
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
Application number
EP20130360027
Other languages
German (de)
French (fr)
Other versions
EP2706166A1 (en
Inventor
Alexandre Lemeunier
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.)
Hussor Erecta SA
Original Assignee
Hussor Erecta SA
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
Priority claimed from FR1258504A external-priority patent/FR2995333B1/en
Priority claimed from FR1350506A external-priority patent/FR3001243B1/en
Application filed by Hussor Erecta SA filed Critical Hussor Erecta SA
Publication of EP2706166A1 publication Critical patent/EP2706166A1/en
Application granted granted Critical
Publication of EP2706166B1 publication Critical patent/EP2706166B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/14Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/10Steps or ladders specially adapted for scaffolds
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/14Railings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
    • E04G7/307Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/34Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using positive engagement, e.g. hooks or pins

Definitions

  • the present invention relates to a modular shoring tower for civil engineering and building, consisting of monoblock frames assembled together to form levels arranged to be superimposed, each level being composed of four monoblock frames mounted at right angles and defining a perimeter each one-piece frame being provided with at least one column segment, an upper horizontal rail and a diagonal bracing rail, each one-piece frame further comprising first locking means arranged to join two by two the adjacent monobloc frames of each level and second locking means arranged to join the two column segments of corresponding one-piece frames at two superimposed levels.
  • Shoring towers are mainly used to form slabs, floors, beams, etc. in order to carry out any type of concrete works or the like. They can also be used to work at height on certain works. They must therefore meet stringent technical requirements. To this end, the evolution of regulatory texts tends to improve the working conditions of operators as well in terms of safety, hardship, as ergonomics. Among these requirements, it is expected that the mounting of these shoring towers is done without tools and without dangerous maneuver, that the weight of the elements to be assembled is limited, that the operator located inside the tower of shoring can not accidentally fall during the assembly of the tower and that the assembled elements can not be disassembled randomly.
  • Conventional shoring towers are mounted level by level, like an element-by-element construction set, based on a generally four-foot jack-up base.
  • the first level is formed by nesting on the jack feet two ladders that face each other and linking them together by braces by means of bolts or the like.
  • One hooks a first platform between the two scales then one nests two other ladders with bars on the scales of the first level to form the second level, which one links between them by braces.
  • Guardrail tubes are added at the top end between the two ladders before continuing the assembly of the following levels, and so on. The assembly ends with the installation of railing panels on the last level.
  • the publication FR 2 939 464 which is considered as the closest state of the art and which discloses the features of the preamble of claim 1, proposes an improvement to the shoring towers by performing the successive levels by an assembly of monobloc frames incorporating locking means frames between them of the same level and levels superimposed, means of access to the platforms, as well as individual and collective security.
  • this solution makes it possible to reduce the number of elements to be assembled, to improve the assembly and disassembly operations of the shoring towers, to reduce the arduousness and to increase the safety of the operators.
  • the key system used for locking the monobloc frames of the same level requires the operator, positioned inside the tower, to rotate the first monobloc frame to the outside of the tower by a few degrees, that is to say outside the perimeter of internal security defined by the tower, to be able to assemble it with the last frame monoblock, this to avoid interference problems with the key system.
  • This constraint thus exposes the operator to the risk of an accidental fall.
  • this key system requires a tool such as a hammer or mallet to strike the key down to lock the horizontal assembly during assembly and to strike the key up to unlock it during the disassembly of the tower. This horizontal locking is essential to guarantee the rigidity and stability of the shoring tower.
  • a first action is to rotate the frame, to lock vertically to the frame of the corresponding lower level.
  • a second action is to hit the key, to lock the frame horizontally to an adjacent frame of the same level.
  • this second voluntary action is often forgotten because operators are not qualified and do not necessarily have a hammer at hand. The omission of this horizontal locking can have serious consequences, especially in the event of a collapse of the shoring tower and the construction it supports.
  • the present invention aims to overcome these disadvantages by providing a shoring tower provided with locking means designed and arranged differently to automatically lock and unlock the one-piece frames relative to each other during assembly and disassembly of the tower. shoring by a simple gesture, without any tooling or insert, ensuring optimum safety for the operator who is inside the tower while providing better ergonomics of work.
  • the invention relates to a shoring tower of the kind indicated in the preamble, characterized in that the first locking means of each one-piece frame comprise firstly at least one ratchet pin A axis extending radially from the upper end of the pole segment in parallel at the upper horizontal bar, said pawl being pivotally mounted on said pin to form a latch, and secondly a through hole of axis B of complementary shape to said pawl pin and formed at the free end of said upper horizontal bar , in that said axes A and B are perpendicular to each other and lying in the same horizontal plane so that said ratchet and said through-hole corresponding to two adjacent monoblock frames to be assembled fit together by a horizontal pivoting movement of one of the one-piece frames relative to the other about a pivot axis defined by its pole segment, said movement forming part of the security perimeter of said shoring tower and said latch being arranged to lock said tenon to ratchet in said through hole in this security perimeter.
  • the one-piece frames of each level are preferably identical to build a shoring tower from a single module and optimize the entire chain from the manufacture of these frames to their assembly on a building site.
  • the second locking means of each one-piece frame may comprise at least one housing and a complementary shaped locking finger, provided at the upper end of the pole segment and the other at the upper end of the pole segment. lower end of said pole segment, the locking finger of a single-level frame being arranged to lock into the housing of a corresponding one-piece frame of an adjacent level by the horizontal pivoting movement effected by the frame one-piece concerned about its pivot axis.
  • the ratchet pin of the first locking means and the housing of the second locking means are provided at the upper end of the pole segment of each one-piece frame, the through hole of the first locking means being planned at the free end of the upper horizontal smooth, and the locking finger is provided at the lower end of the pole segment.
  • the ratchet pin of the first locking means and the housing of the second locking means are integral with the same locking device radially attached to the upper end of said pole segment.
  • each monobloc frame comprises two identical locking devices radially attached at its upper end and at a distance of 90 °, one of the locking devices extending perpendicularly to the upper horizontal stringer and the another locking device extending opposite the upper horizontal beam.
  • the locking finger of the second locking means may comprise a radial abutment arranged to limit the amplitude of the pivoting movement of a one-piece frame relative to another adjacent monobloc frame prohibiting its exit from the safety perimeter of the shoring tower. .
  • the second locking means comprise two locking fingers projecting radially at the lower end of the pole segment, at a distance of 90 °, at least one of said locking fingers having said radial abutment.
  • Each locking device may comprise a vertical plate extending radially at the upper end of the pole segment and arranged to form a skirting support, this vertical plate advantageously comprising the housing of the second locking means and the ratchet of the first locking means.
  • Each one-piece frame may furthermore comprise a lower horizontal rail extending from the post segment and connected to the upper horizontal rail by two V-shaped bracing rails.
  • it also comprises a central scale segment extending vertically between the upper and lower horizontal rails, inside the V shape defined by the two bracing rails.
  • the pawl can be mounted on said post about a pivot axis offset from its center of gravity so that it naturally occupies a substantially vertical position under the effect of its own mass.
  • the pawl advantageously comprises in the upper part a head located above its pivot axis forming a front support zone and a rear stop, and in the lower part a foot located below said pivot axis forming a ballast provided of a front cam profile.
  • the through orifice may be formed in a Z-shaped locking lug delimiting an upper stop and a lower stop spaced apart by an interval equivalent to the gap existing between the rear stop of the pawl head and a lower radial abutment of the ratchet. locking device.
  • the shoring tower 1 is particularly intended to support formwork slabs, beams and other building components of civil engineering structures and structures. It is modular since it is made essentially from monobloc frames 6, detailed below, assembled to form at least two levels 2, and in the example three levels 2, superimposed, supported by at least four feet 3 arranged to spread the vertical load on the ground to which it is subjected.
  • the feet 3 are, for example, jack feet enabling the shoring tower 1 to be leveled.
  • the shoring tower 1 as illustrated can be assembled with other identical and adjacent shoring towers 1 to cover the entire floor area necessary for the realization of said work. It comprises four posts 4 extending the feet 3 and each terminated by a fork 5 supporting the formwork elements (not shown) which are for example aluminum profiles, iron, wood or the like to form the formwork.
  • Levels 2 may be identical to limit the number of elements constituting the shoring tower 1. However, certain levels 2, such as for example the first level represented in FIG. figure 1 , may be of different construction. Each level 2 is constituted by the assembly of four monobloc frames 6 at right angles delimiting a safety perimeter P inside the shoring tower 1. These one-piece frames 6 are preferably identical to constitute standard elements. They may, however, have a single dimension to form a square one or two different sizes to form a rectangular shoring tower. Each level 2 can support a platform (not shown) on which at least one operator can be positioned, said platform being disposed in the security perimeter P delimited by the upper level 2.
  • each one-piece frame 6 comprises a pole segment 40, an upper horizontal rail 61, a lower horizontal rail 62, and two bracing rails 63, 64 arranged in V.
  • These two bracing rails 63, 64 centered in the one-piece frame 6 and in opposition have the advantage of balancing load recovery and failover efforts.
  • the free space E located at the end of the one-piece frame, opposite to the post segment 40, and which has a triangular shape delimited by the bracing beam 63 and the pole segment 40 of an adjacent one-piece frame 6 has dimensions sufficiently small to prohibit the passage of a sphere S of diameter 470mm, in accordance with the regulations in force.
  • Each one-piece frame 6 has an access means 7 to the safety perimeter P of the shoring tower 1 in the form of a scale segment 70 extending vertically between the upper horizontal slats 61 and the lower slat 62 The interior of the V-shape defined by the two bracing rails 63, 64.
  • This scale segment 70 has the advantage of being in the center of the one-piece frame 6 thus facilitating access to the operators.
  • the rungs of the ladder segment 70 may of course have a non-skid coating.
  • Each one-piece frame 6 further comprises first locking means 8 arranged to couple in pairs and horizontally the adjacent monoblock frames 6 of the same level 2 as well as second locking means 9 arranged to join the two segments vertically and vertically. of post 40 monobloc frames 6 superimposed two adjacent levels 2 as and when the tower of the shoring tower 1.
  • the combination of these locking means provides a stable shoring tower 1, stable and freestanding on great heights.
  • the one-piece frames 6 integrate all the means allowing them to respond to a plurality of functions: assembly and locking both horizontal and vertical monoblock frames 6 between them, individual and collective security, and access to the interior of the shoring tower 1, this without any tools or dangerous maneuver as explained below.
  • the first locking means 8 of each one-piece frame 6 comprise a male piece of axis A, in the form of a ratchet pin 80 provided, in the example shown, at the upper end 41 of the pole segment 40 and a female piece of axis B, in the form of a through hole 81 provided at the free end of the upper horizontal bar 61.
  • the axes A and B are perpendicular and included in the same horizontal plane.
  • the reverse configuration in which the ratchet pin 80 is provided at the free end of the upper horizontal bar 61 and the through hole 81 at the upper end 41 of the pole segment 40 is also conceivable.
  • the pawl pin 80 bears as its name indicates a pawl 82 forming a latch and pivotally mounted between a horizontal position which allows it to enter the through hole 81, and a vertical position which allows it to fall back to the rear of said port and thus lock the horizontal assembly. It is mounted on a locking device 10 radially attached to the upper end 41 of the pole segment 40.
  • the through orifice 81 is in turn provided in an L-shaped lug reported at the free end of the upper horizontal bar 61 and arranged to abut against the locking device 10 in the locked position.
  • the second locking means 9 of each one-piece frame 6 comprise at least one housing 90, and in the example shown, two housings 90 90 ° apart, provided at the upper end 41 of the pole segment 40, and at least a locking pin 91, and in the example shown, two corresponding locking fingers 91, 90 ° apart, provided at the lower end 42 of the pole segment 40.
  • This lower end 42 comprises a sleeve forming a female nozzle arranged to nest on the upper end 41 of the pole segment 40 of a monobloc frame of a lower level 2.
  • the reverse configuration in which the sleeve is provided at the upper end 41 of the pole segment 40 and includes the locking pin 91 and the lower end 42 of the pole segment includes the housing 90 is also conceivable.
  • At least one of the locking fingers 91 comprises a radial abutment 92 arranged to define a stop in rotation of a one-piece frame 6 with respect to another adjacent frame thus preventing the exit of the safety perimeter P from the shoring tower 1.
  • the ratchet pin 80 of the first locking means 8 and the housing 90 of the second locking means 9 are integral with the same locking device 10 radially attached to the upper end 41 of the pole segment 40. , perpendicularly to the upper horizontal rail 61.
  • the pawl pin 80 extends in the axis A parallel to the upper horizontal rail 61.
  • this locking device 10 is doubled to mount shoring 1 adjacent.
  • a second identical locking device 10 is positioned at 90 ° from the first and the opposite of the upper horizontal rail 61.
  • Each locking device 10 comprises a plate 11 extending vertically and parallel to the pivot axis C, which carries in the upper part the housing 90 and in the lower part the tenon to pawl 80.
  • this locking device 10 combines various functions: horizontal locking and vertical locking of the one-piece frames 6 of the same shoring tower 1, horizontal locking of the one-piece frames 6 corresponding to two adjacent shoring towers 1, and baseboard support .
  • a first one-piece frame 6 1 is positioned inside the safety perimeter P, and the lower end 42 of its post segment 40 is engaged on the upper end 41 of the post segment 40 of the one-piece frame 6 of the lower level 2 by shifting the approximately 1/8 of a turn to escape the locking devices 10 and is then rotated (arrow R in the Figures 5A and 5B ) Of about 1/8 of a turn about its pivot axis C to bring the locking fingers 91 into the slots 90 until the radial stop 92 abuts against the corresponding locking device 10 and stops the movement.
  • the first one-piece frame 6 1 is pivoted ( figure 3A ) about its pivot axis C inside the safety perimeter P to be able to fit the through hole 81 of the first one-piece frame 6 1 on the pawl pin 80 of the fourth one-piece frame 6 4 in order to lock this horizontal assembly by the tilting of the pawl 82.
  • These steps can be reproduced as many times as there are levels 2 to superimpose. To dismount such a shoring tower 1, these steps are carried out in the opposite direction, without it being possible to remove or disconnect a one-piece frame 6 from one of the levels 6 without having previously disassembled the upper levels 6.
  • the figures 6 and 7 illustrate an alternative embodiment of the first locking means 8 to obtain an automatic horizontal locking, ie an automatic tilting of the pawl 820 in the locked position without intervention of the operator.
  • This alternative embodiment is also the subject of the patent application. FR 13/50506 filed on January 21, 2013 by the plaintiff.
  • the constituent parts identical to the previous example bear the same reference numbers.
  • This embodiment differs from the previous example by the shape of its pawl 820 and its through hole 810 described below.
  • the locking device 100 is reinforced relative to the device of 10 and consists of a U-shaped metal part, radially attached to the upper end 41 of the pole segment 40.
  • the upper projecting end of the U-branch comprises the housing 90 of the second locking means 9, for receiving the locking pin 91 of a monobloc frame 6 belonging to the upper level.
  • the other leg of the U comprises a notch 93 disposed at the housing 90 to release access to the locking pin 91.
  • the leg of the U carrying the housing 90 is extended in the lower part by a radial stop 94, intended to cooperate with the locking tab 830 provided with the through hole 810 of the first locking means 8.
  • the ratchet pin 800 is integral with the locking device 100 and extends in the axis A parallel to the upper horizontal beam 61. It carries a pawl 820 forming a latch, pivotally mounted about a pivot axis D between a substantially horizontal position which allows it to enter the through hole 810, and a substantially vertical position that allows it to fall back to the rear of this hole to lock the horizontal assembly.
  • the ratchet 820 has a particular shape that allows it to automatically adopt the substantially vertical position due to its own mass. For this purpose, its pivot axis D is offset at the upper part relative to its center of gravity.
  • the through hole 810 of axis B is formed in a Z-shaped locking lug 830 integral with the free end of the upper horizontal lug 61, delimiting two vertical, parallel and offset stops, namely an upper abutment 831. upstream of a lower abutment 832 in the direction of the arrow R illustrating the pivoting movement about the pivot axis C of a one-piece frame 6 to be assembled to another adjacent monobloc frame 6 of the same level.
  • this locking device 100 is explained in detail with reference to the Figures 7A to 7I when assembling and dismantling two adjacent monoblock frames 6 of the same level.
  • the one-piece frames 6 are not shown to simplify the drawings. Only the column segment 40 of the already assembled frame, bearing the ratchet pin 800 integral with the locking device 100, and the Z-shaped locking lug 830 provided at the free end of the upper horizontal beam 61 of the frame are represented. to be assembled carrying the through hole 810.
  • the Figure 7A shows the ratchet 820 in the substantially vertical position that it naturally occupies under the effect of its own mass. It comprises a head 821 located above its pivot axis D forming a front support zone and a rear stop, and a foot 822 located below its pivot axis D forming a ballast and provided with a cam profile. before.
  • the head and the foot of the pawl 820 are interconnected by a curved central zone 823 forming a front clearance allowing entry of the pawl 820 into the through hole 810.
  • the arrow M applied on the locking tab 830 represents the voluntary movement performed by the operator on the one-piece frame 6 to be assembled, namely the pivoting movement along the arrow R about the pivot axis C (see Figure 6A ).
  • the Figure 7B shows that the voluntary action M performed by the operator causes the automatic pivoting of the pawl 820 around its pivot axis D in the direction of the arrow N towards its substantially horizontal position so that it enters the through hole 810, and this thanks to the lower stop 832 of the locking plate 830 which circulates on the front cam profile of the foot 822 of the pawl 820.
  • the pawl 820 automatically pivots in the opposite direction along the arrow O to return to its substantially vertical initial position by gravity and lock the horizontal assembly of the two adjacent monoblock frames 6, without tools, no additional voluntary operation on the part of the operator.
  • the Figure 7D illustrates this horizontal locking position, in which the locking tab 830, of the monobloc frame which has just been assembled, is locked in horizontal translation between the radial abutment 94 and the pawl 820 of the locking device 100 of the frame already assembled, respectively by its lower stops 832 and upper 831.
  • the depth of the locking tab 830 is determined according to the the gap between the radial abutment 94 and the pawl 820 substantially vertical position. Thanks to this construction, the one-piece frames 6 are assembled and locked horizontally without play, guaranteeing optimal rigidity of the shoring tower 1.
  • the pawl 820 will swing according to the arrow N ( figure 7E ) and position itself automatically against the locking tab 830 on two support points thus creating a double lock. So and as illustrated in the figure 7F , the locking tab 230 can not escape the pawl 820 without a voluntary intervention of the operator on said pawl.
  • the U-shaped part of the locking device 100 which carries the ratchet pin 800, prevents any lifting of the locking tab 230, if the operator tries to escape the ratchet 820 by lifting said one-piece frame.
  • the one-piece frames 6 used for the construction of the shoring tower 1 according to the invention or any other equivalent tower can be made by a welded assembly of tubular sections for example galvanized steel or the like, which has good strengths. both mechanical and climatic conditions.
  • the locking means 8, 9 which are simplified and concentrated in common parts can be reported by welding on the relevant sections. Thus the design of these monobloc frames 6 provides competitive cost.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Jib Cranes (AREA)

Description

Domaine technique :Technical area :

La présente invention concerne une tour d'étaiement modulaire pour le génie civil et le bâtiment, composée de cadres monoblocs assemblés entre eux pour constituer des niveaux agencés pour être superposés, chaque niveau étant composé de quatre cadres monoblocs montés à angle droit et délimitant un périmètre de sécurité, chaque cadre monobloc étant pourvu au moins d'un segment de poteau, d'une lisse horizontale supérieure et d'une lisse en diagonale de contreventement, chaque cadre monobloc comportant en outre des premiers moyens de verrouillage agencés pour solidariser deux à deux les cadres monoblocs adjacents de chaque niveau et des seconds moyens de verrouillage agencés pour solidariser deux à deux les segments de poteau des cadres monoblocs correspondants à deux niveaux superposés.The present invention relates to a modular shoring tower for civil engineering and building, consisting of monoblock frames assembled together to form levels arranged to be superimposed, each level being composed of four monoblock frames mounted at right angles and defining a perimeter each one-piece frame being provided with at least one column segment, an upper horizontal rail and a diagonal bracing rail, each one-piece frame further comprising first locking means arranged to join two by two the adjacent monobloc frames of each level and second locking means arranged to join the two column segments of corresponding one-piece frames at two superimposed levels.

Technique antérieure :Prior art:

Les tours d'étaiement sont principalement utilisées pour coffrer des dalles, des planchers, des poutres, etc. afin de réaliser tout type d'ouvrages en béton ou similaire. Elles peuvent aussi être utilisées pour travailler en hauteur sur certains ouvrages. Elles doivent par conséquent répondre à des exigences techniques sévères. A cet effet, l'évolution des textes réglementaires tend à améliorer les conditions de travail des opérateurs aussi bien en termes de sécurité, pénibilité, que d'ergonomie. Parmi ces exigences, il est prévu que le montage de ces tours d'étaiement s'effectue sans outillage et sans manoeuvre dangereuse, que le poids des éléments à assembler soit limité, que l'opérateur situé à l'intérieur de la tour d'étaiement ne puisse pas tomber accidentellement pendant le montage de la tour et que les éléments assemblés ne puissent pas être démontés aléatoirement.Shoring towers are mainly used to form slabs, floors, beams, etc. in order to carry out any type of concrete works or the like. They can also be used to work at height on certain works. They must therefore meet stringent technical requirements. To this end, the evolution of regulatory texts tends to improve the working conditions of operators as well in terms of safety, hardship, as ergonomics. Among these requirements, it is expected that the mounting of these shoring towers is done without tools and without dangerous maneuver, that the weight of the elements to be assembled is limited, that the operator located inside the tower of shoring can not accidentally fall during the assembly of the tower and that the assembled elements can not be disassembled randomly.

Les tours d'étaiement classiques se montent niveau par niveau, comme un jeu de construction élément par élément, sur la base d'un piétement généralement constitué de quatre pieds à vérin permettant une mise à niveau. Le premier niveau est formé en emboitant sur les pieds à vérin deux échelles qui se font face et en les liaisonnant entre elles par des croisillons au moyen de boulons ou similaires. On accroche une première plateforme entre les deux échelles puis on emboite deux autres échelles à barreaux sur les échelles du premier niveau pour former le deuxième niveau, qu'on liaisonne entre elles par des croisillons. On ajoute des tubes garde-corps en partie haute entre les deux échelles avant de continuer le montage des niveaux suivants, et ainsi de suite. Le montage se termine par la mise en place de panneaux garde-corps sur le dernier niveau. Cette opération de montage est par conséquent fastidieuse, longue, épuisante, expose l'opérateur à des risques de chute accidentelle puisqu'il n'est pas sécurisé à l'intérieur de la tour lorsqu'il assemble les échelles et les croisillons pour former les différents niveaux. De plus, cette opération nécessite le recours à des outils pour visser les boulons et autres organes d'assemblage. Le démontage d'une telle tour d'étaiement engendre les mêmes contraintes.Conventional shoring towers are mounted level by level, like an element-by-element construction set, based on a generally four-foot jack-up base. The first level is formed by nesting on the jack feet two ladders that face each other and linking them together by braces by means of bolts or the like. One hooks a first platform between the two scales then one nests two other ladders with bars on the scales of the first level to form the second level, which one links between them by braces. Guardrail tubes are added at the top end between the two ladders before continuing the assembly of the following levels, and so on. The assembly ends with the installation of railing panels on the last level. This assembly operation is therefore tedious, long, exhausting, exposes the operator to the risk of accidental fall since it is not secured inside the tower when it assembles the scales and braces to form the different levels. In addition, this operation requires the use of tools to screw bolts and other assembly members. Disassembly of such a shoring tower generates the same constraints.

La publication FR 2 939 464 , qui est considérée comme l'état de la technique le plus proche et qui divulge les caractéristiques du préambule de la revendication 1, propose un perfectionnement aux tours d'étaiement en réalisant les niveaux successifs par un assemblage de cadres monoblocs intégrant des moyens de verrouillage des cadres entre eux d'un même niveau et des niveaux superposés, des moyens d'accès aux plateformes, ainsi que des sécurités individuelles et collectives. De fait, cette solution permet de réduire le nombre des éléments à assembler, d'améliorer les opérations de montage et de démontage des tours d'étaiement, de réduire la pénibilité et d'augmenter la sécurité des opérateurs.The publication FR 2 939 464 , which is considered as the closest state of the art and which discloses the features of the preamble of claim 1, proposes an improvement to the shoring towers by performing the successive levels by an assembly of monobloc frames incorporating locking means frames between them of the same level and levels superimposed, means of access to the platforms, as well as individual and collective security. In fact, this solution makes it possible to reduce the number of elements to be assembled, to improve the assembly and disassembly operations of the shoring towers, to reduce the arduousness and to increase the safety of the operators.

Toutefois, cette solution n'est pas totalement satisfaisante. En effet, le système à clavette utilisé pour le verrouillage des cadres monoblocs d'un même niveau oblige l'opérateur, positionné à l'intérieur de la tour, à pivoter le premier cadre monobloc vers l'extérieur de la tour de quelques degrés, c'est à dire en dehors du périmètre de sécurité intérieur défini par la tour, pour pouvoir l'assembler avec le dernier cadre monobloc, ceci afin d'éviter les problèmes d'interférence avec le système à clavette. Cette contrainte expose ainsi l'opérateur à des risques de chute accidentelle. D'autre part, ce système à clavette nécessite un outil tel qu'un marteau ou un maillet pour frapper la clavette vers le bas afin de verrouiller l'assemblage horizontal lors du montage et pour frapper la clavette vers le haut pour le déverrouiller lors du démontage de la tour. Ce verrouillage horizontal est primordial pour garantir la rigidité et la stabilité de la tour d'étaiement. Par conséquent, l'opérateur doit effectuer deux actions volontaires successives. Une première action consiste à faire pivoter le cadre, pour le verrouiller verticalement au cadre du niveau inférieur correspondant. Et une seconde action consiste à frapper la clavette, pour verrouiller le cadre horizontalement à un cadre adjacent du même niveau. Or, cette seconde action volontaire est souvent oubliée, car les opérateurs ne sont pas qualifiés et ne disposent pas nécessairement d'un marteau à portée de main. L'omission de ce verrouillage horizontal peut avoir de graves conséquences, notamment en cas d'effondrement de la tour d'étaiement et de la construction qu'elle soutient.However, this solution is not totally satisfactory. Indeed, the key system used for locking the monobloc frames of the same level requires the operator, positioned inside the tower, to rotate the first monobloc frame to the outside of the tower by a few degrees, that is to say outside the perimeter of internal security defined by the tower, to be able to assemble it with the last frame monoblock, this to avoid interference problems with the key system. This constraint thus exposes the operator to the risk of an accidental fall. On the other hand, this key system requires a tool such as a hammer or mallet to strike the key down to lock the horizontal assembly during assembly and to strike the key up to unlock it during the disassembly of the tower. This horizontal locking is essential to guarantee the rigidity and stability of the shoring tower. Therefore, the operator must perform two successive voluntary actions. A first action is to rotate the frame, to lock vertically to the frame of the corresponding lower level. And a second action is to hit the key, to lock the frame horizontally to an adjacent frame of the same level. However, this second voluntary action is often forgotten because operators are not qualified and do not necessarily have a hammer at hand. The omission of this horizontal locking can have serious consequences, especially in the event of a collapse of the shoring tower and the construction it supports.

Exposé de l'invention :Presentation of the invention

La présente invention vise à pallier ces inconvénients en proposant une tour d'étaiement pourvue de moyens de verrouillage conçus et agencés différemment permettant de verrouiller et de déverrouiller automatiquement les cadres monoblocs les uns par rapport aux autres lors du montage et du démontage de la tour d'étaiement par un geste simple, sans aucun outillage, ni pièce rapportée, en assurant une sécurité optimale de l'opérateur qui se trouve à l'intérieur de la tour tout en lui offrant une meilleure ergonomie de travail.The present invention aims to overcome these disadvantages by providing a shoring tower provided with locking means designed and arranged differently to automatically lock and unlock the one-piece frames relative to each other during assembly and disassembly of the tower. shoring by a simple gesture, without any tooling or insert, ensuring optimum safety for the operator who is inside the tower while providing better ergonomics of work.

Dans ce but, l'invention concerne une tour d'étaiement du genre indiqué en préambule, caractérisée en ce que les premiers moyens de verrouillage de chaque cadre monobloc comportent d'une part au moins un tenon à cliquet d'axe A s'étendant radialement de l'extrémité supérieure du segment de poteau parallèlement à la lisse horizontale supérieure, ledit cliquet étant monté pivotant sur ledit tenon pour former un verrou, et d'autre part un orifice traversant d'axe B de forme complémentaire audit tenon à cliquet et ménagé à l'extrémité libre de ladite lisse horizontale supérieure, en ce que lesdits axes A et B sont perpendiculaires entre eux et compris dans un même plan horizontal de sorte que ledit tenon à cliquet et ledit orifice traversant correspondant à deux cadres monoblocs adjacents à assembler s'emboitent par un mouvement de pivotement horizontal d'un des cadres monoblocs par rapport à l'autre autour d'un axe de pivotement défini par son segment de poteau, ledit mouvement s'inscrivant dans le périmètre de sécurité de ladite tour d'étaiement et ledit verrou étant agencé pour verrouiller ledit tenon à cliquet dans ledit orifice traversant dans ce périmètre de sécurité.For this purpose, the invention relates to a shoring tower of the kind indicated in the preamble, characterized in that the first locking means of each one-piece frame comprise firstly at least one ratchet pin A axis extending radially from the upper end of the pole segment in parallel at the upper horizontal bar, said pawl being pivotally mounted on said pin to form a latch, and secondly a through hole of axis B of complementary shape to said pawl pin and formed at the free end of said upper horizontal bar , in that said axes A and B are perpendicular to each other and lying in the same horizontal plane so that said ratchet and said through-hole corresponding to two adjacent monoblock frames to be assembled fit together by a horizontal pivoting movement of one of the one-piece frames relative to the other about a pivot axis defined by its pole segment, said movement forming part of the security perimeter of said shoring tower and said latch being arranged to lock said tenon to ratchet in said through hole in this security perimeter.

Les cadres monoblocs de chaque niveau sont de préférence identiques permettant de construire une tour d'étaiement à partir d'un module unique et d'optimiser ainsi toute la chaîne depuis la fabrication de ces cadres jusqu'à leur assemblage sur un chantier.The one-piece frames of each level are preferably identical to build a shoring tower from a single module and optimize the entire chain from the manufacture of these frames to their assembly on a building site.

Dans une forme de réalisation préférée, les seconds moyens de verrouillage de chaque cadre monobloc peuvent comporter au moins un logement et un doigt de verrouillage de forme complémentaire, prévus l'un à l'extrémité supérieure du segment de poteau et l'autre à l'extrémité inférieure dudit segment de poteau, le doigt de verrouillage d'un cadre monobloc d'un niveau étant agencé pour se verrouiller dans le logement d'un cadre monobloc correspondant d'un niveau adjacent par le mouvement de pivotement horizontal effectué par le cadre monobloc concerné autour de son axe de pivotement.In a preferred embodiment, the second locking means of each one-piece frame may comprise at least one housing and a complementary shaped locking finger, provided at the upper end of the pole segment and the other at the upper end of the pole segment. lower end of said pole segment, the locking finger of a single-level frame being arranged to lock into the housing of a corresponding one-piece frame of an adjacent level by the horizontal pivoting movement effected by the frame one-piece concerned about its pivot axis.

Dans la forme de réalisation préférée, le tenon à cliquet des premiers moyens de verrouillage et le logement des seconds moyens de verrouillage sont prévus à l'extrémité supérieure du segment de poteau de chaque cadre monobloc, l'orifice traversant des premiers moyens de verrouillage est prévu à l'extrémité libre de la lisse horizontale supérieure, et le doigt de verrouillage est prévu à l'extrémité inférieure du segment de poteau.In the preferred embodiment, the ratchet pin of the first locking means and the housing of the second locking means are provided at the upper end of the pole segment of each one-piece frame, the through hole of the first locking means being planned at the free end of the upper horizontal smooth, and the locking finger is provided at the lower end of the pole segment.

Pour optimiser la fabrication desdits cadres monoblocs, le tenon à cliquet des premiers moyens de verrouillage et le logement des seconds moyens de verrouillage sont solidaires d'un même dispositif de verrouillage rapporté radialement à l'extrémité supérieure dudit segment de poteau.To optimize the manufacture of said monobloc frames, the ratchet pin of the first locking means and the housing of the second locking means are integral with the same locking device radially attached to the upper end of said pole segment.

De préférence, le segment de poteau de chaque cadre monobloc comporte deux dispositifs de verrouillage identiques rapportés radialement à son extrémité supérieure et distants d'un angle de 90°, un des dispositifs de verrouillage s'étendant perpendiculairement à la lisse horizontale supérieure et l'autre dispositif de verrouillage s'étendant à l'opposé de la lisse horizontale supérieure.Preferably, the column segment of each monobloc frame comprises two identical locking devices radially attached at its upper end and at a distance of 90 °, one of the locking devices extending perpendicularly to the upper horizontal stringer and the another locking device extending opposite the upper horizontal beam.

Le doigt de verrouillage des seconds moyens de verrouillage peut comporter une butée radiale agencée pour limiter l'amplitude du mouvement de pivotement d'un cadre monobloc par rapport à un autre cadre monobloc adjacent interdisant sa sortie du périmètre de sécurité de la tour d'étaiement.The locking finger of the second locking means may comprise a radial abutment arranged to limit the amplitude of the pivoting movement of a one-piece frame relative to another adjacent monobloc frame prohibiting its exit from the safety perimeter of the shoring tower. .

Les seconds moyens de verrouillage comportent deux doigts de verrouillage saillants radialement à l'extrémité inférieure du segment de poteau, distants d'un angle de 90°, l'un au moins desdits doigts de verrouillage comportant ladite butée radiale.The second locking means comprise two locking fingers projecting radially at the lower end of the pole segment, at a distance of 90 °, at least one of said locking fingers having said radial abutment.

Chaque dispositif de verrouillage peut comporter une plaque verticale s'étendant radialement à l'extrémité supérieure du segment de poteau et agencée pour former un support de plinthe, cette plaque verticale comportant avantageusement le logement des seconds moyens de verrouillage et le tenon à cliquet des premiers moyens de verrouillage.Each locking device may comprise a vertical plate extending radially at the upper end of the pole segment and arranged to form a skirting support, this vertical plate advantageously comprising the housing of the second locking means and the ratchet of the first locking means.

Chaque cadre monobloc peut comporter en outre une lisse horizontale inférieure s'étendant du segment de poteau et reliée à la lisse horizontale supérieure par deux lisses de contreventement disposées en V. Avantageusement, il comporte également un segment d'échelle central s'étendant verticalement entre les lisses horizontales supérieure et inférieure, à l'intérieur de la forme en V définie par les deux lisses de contreventement.Each one-piece frame may furthermore comprise a lower horizontal rail extending from the post segment and connected to the upper horizontal rail by two V-shaped bracing rails. Advantageously, it also comprises a central scale segment extending vertically between the upper and lower horizontal rails, inside the V shape defined by the two bracing rails.

Dans une autre forme de réalisation, le cliquet peut être monté sur ledit tenon autour d'un axe de pivotement désaxé par rapport à son centre de gravité pour qu'il occupe naturellement une position sensiblement verticale sous l'effet de sa propre masse.In another embodiment, the pawl can be mounted on said post about a pivot axis offset from its center of gravity so that it naturally occupies a substantially vertical position under the effect of its own mass.

Dans ce cas, le cliquet comporte avantageusement en partie supérieure une tête située au dessus de son axe de pivotement formant une zone d'appui avant et une butée arrière, et en partie inférieure un pied situé en dessous dudit axe de pivotement formant un ballast pourvu d'un profil de came avant.In this case, the pawl advantageously comprises in the upper part a head located above its pivot axis forming a front support zone and a rear stop, and in the lower part a foot located below said pivot axis forming a ballast provided of a front cam profile.

L'orifice traversant peut être ménagé dans une patte de verrouillage en forme de Z délimitant une butée supérieure et une butée inférieure distantes d'un intervalle équivalent à l'intervalle existant entre la butée arrière de la tête du cliquet et une butée radiale inférieure du dispositif de verrouillage.The through orifice may be formed in a Z-shaped locking lug delimiting an upper stop and a lower stop spaced apart by an interval equivalent to the gap existing between the rear stop of the pawl head and a lower radial abutment of the ratchet. locking device.

Description sommaire des dessins :Brief description of the drawings:

La présente invention et ses avantages apparaîtront mieux dans la description suivante de plusieurs modes de réalisation donnés à titre d'exemples non limitatifs, en référence aux dessins annexés, dans lesquels:

  • la figure 1 est une vue en perspective d'une tour d'étaiement selon l'invention pourvue de trois niveaux,
  • la figure 2 est une vue en perspective d'un cadre monobloc selon l'invention utilisé pour construire la tour d'étaiement de la figure 1,
  • les figures 3A à 3C sont des vues de dessus montrant le mode d'assemblage horizontal en trois étapes des quatre cadres monoblocs formant un niveau,
  • les figures 4A à 4D sont des vues en perspective montrant le mode de fonctionnement en quatre étapes des premiers moyens de verrouillage des cadres monoblocs adjacents d'un même niveau,
  • les figures 5A à 5C sont des vues en perspective montrant le mode de fonctionnement en trois étapes des seconds moyens de verrouillage des cadres monoblocs superposés de deux niveaux adjacents,
  • les figures 6A et 6B sont des vues similaires respectivement aux figures 4A et 4D illustrant une variante de réalisation des premiers moyens de verrouillage des cadres monoblocs adjacents d'un même niveau, et
  • les figures 7A à 7I sont des vues en plan illustrant la cinématique de fonctionnement des premiers moyens de verrouillage des figures 6A et 6B.
The present invention and its advantages will appear better in the following description of several embodiments given as non-limiting examples, with reference to the appended drawings, in which:
  • the figure 1 is a perspective view of a shoring tower according to the invention provided with three levels,
  • the figure 2 is a perspective view of a one-piece frame according to the invention used to construct the shoring tower of the figure 1 ,
  • the FIGS. 3A to 3C are top views showing the three-step horizontal assembly mode of the four one-piece frames forming a level,
  • the Figures 4A to 4D are perspective views showing the four-step mode of operation of the first locking means of adjacent monoblock frames of the same level,
  • the FIGS. 5A to 5C are perspective views showing the three-step operating mode of the second locking means of the one-piece monoblock frames of two adjacent levels,
  • the Figures 6A and 6B are similar views respectively to Figures 4A and 4D illustrating an alternative embodiment of the first locking means of adjacent monoblock frames of the same level, and
  • the Figures 7A to 7I are plan views illustrating the operating kinematics of the first locking means of the Figures 6A and 6B .

Illustrations de l'invention et différentes manières de la réaliser :Illustrations of the invention and different ways of making it:

En référence à la figure 1, la tour d'étaiement 1 selon l'invention est notamment destinée à supporter des coffrages de dalles, de poutres et autres éléments de construction de bâtiments et d'ouvrages d'art de génie civil. Elle est modulaire étant donné qu'elle est réalisée essentiellement à partir de cadres monoblocs 6, détaillés plus loin, assemblés pour former au moins deux niveaux 2, et dans l'exemple trois niveaux 2, superposés, supportés par au moins quatre pieds 3 agencés pour répartir au sol la charge verticale à laquelle elle est soumise. Les pieds 3 sont par exemple des pieds à vérin permettant une mise à niveau de la tour d'étaiement 1. La tour d'étaiement 1 telle qu'illustrée peut être assemblée à d'autres tours d'étaiement 1 identiques et adjacentes pour couvrir l'ensemble de la surface au sol nécessaire à la réalisation dudit ouvrage. Elle comporte quatre poteaux 4 prolongeant les pieds 3 et terminés chacun par une fourche 5 supportant les éléments de coffrage (non représentés) qui sont par exemple des profils aluminium, fer, bois ou similaires pour réaliser le coffrage.With reference to the figure 1 , the shoring tower 1 according to the invention is particularly intended to support formwork slabs, beams and other building components of civil engineering structures and structures. It is modular since it is made essentially from monobloc frames 6, detailed below, assembled to form at least two levels 2, and in the example three levels 2, superimposed, supported by at least four feet 3 arranged to spread the vertical load on the ground to which it is subjected. The feet 3 are, for example, jack feet enabling the shoring tower 1 to be leveled. The shoring tower 1 as illustrated can be assembled with other identical and adjacent shoring towers 1 to cover the entire floor area necessary for the realization of said work. It comprises four posts 4 extending the feet 3 and each terminated by a fork 5 supporting the formwork elements (not shown) which are for example aluminum profiles, iron, wood or the like to form the formwork.

Les niveaux 2 peuvent être identiques pour limiter le nombre d'éléments constitutifs de la tour d'étaiement 1. Toutefois, certains niveaux 2, comme par exemple le premier niveau représenté à la figure 1, peut être de construction différente. Chaque niveau 2 est constitué par l'assemblage de quatre cadres monoblocs 6 à angle droit délimitant un périmètre de sécurité P à l'intérieur de la tour d'étaiement 1. Ces cadres monoblocs 6 sont de préférence identiques pour constituer des éléments standards. Ils peuvent néanmoins avoir une seule dimension pour former une tour d'étaiement 1 carrée, ou deux dimensions différentes pour former une tour d'étaiement 1 rectangulaire. Chaque niveau 2 peut supporter une plateforme (non représentée) sur laquelle au moins un opérateur peut se positionner, ladite plateforme étant disposée dans le périmètre de sécurité P délimité par le niveau 2 supérieur.Levels 2 may be identical to limit the number of elements constituting the shoring tower 1. However, certain levels 2, such as for example the first level represented in FIG. figure 1 , may be of different construction. Each level 2 is constituted by the assembly of four monobloc frames 6 at right angles delimiting a safety perimeter P inside the shoring tower 1. These one-piece frames 6 are preferably identical to constitute standard elements. They may, however, have a single dimension to form a square one or two different sizes to form a rectangular shoring tower. Each level 2 can support a platform (not shown) on which at least one operator can be positioned, said platform being disposed in the security perimeter P delimited by the upper level 2.

En référence plus particulièrement à la figure 2, chaque cadre monobloc 6 comporte un segment de poteau 40, une lisse horizontale supérieure 61, une lisse horizontale inférieure 62, et deux lisses de contreventement 63, 64 disposées en V. Ces deux lisses de contreventement 63, 64 centrées dans le cadre monobloc 6 et en opposition ont l'avantage d'équilibrer la reprise de charge et les efforts de basculement. De plus, l'espace libre E situé à l'extrémité du cadre monobloc, opposée au segment de poteau 40, et qui présente une forme triangulaire délimitée par la lisse de contreventement 63 et le segment de poteau 40 d'un cadre monobloc 6 adjacent, a des dimensions suffisamment réduites pour interdire le passage d'une sphère S de diamètre 470mm, conformément aux textes réglementaires en vigueur. Chaque cadre monobloc 6 comporte un moyen d'accès 7 au périmètre de sécurité P de la tour d'étaiement 1 sous la forme d'un segment d'échelle 70 s'étendant verticalement entre les lisses horizontales supérieure 61 et inférieure 62, à l'intérieur de la forme en V définie par les deux lisses de contreventement 63, 64. Ce segment d'échelle 70 a l'avantage d'être au centre du cadre monobloc 6 facilitant ainsi l'accès aux opérateurs. Les barreaux du segment d'échelle 70 peuvent bien entendu comporter un revêtement antidérapant.With particular reference to the figure 2 , each one-piece frame 6 comprises a pole segment 40, an upper horizontal rail 61, a lower horizontal rail 62, and two bracing rails 63, 64 arranged in V. These two bracing rails 63, 64 centered in the one-piece frame 6 and in opposition have the advantage of balancing load recovery and failover efforts. In addition, the free space E located at the end of the one-piece frame, opposite to the post segment 40, and which has a triangular shape delimited by the bracing beam 63 and the pole segment 40 of an adjacent one-piece frame 6 , has dimensions sufficiently small to prohibit the passage of a sphere S of diameter 470mm, in accordance with the regulations in force. Each one-piece frame 6 has an access means 7 to the safety perimeter P of the shoring tower 1 in the form of a scale segment 70 extending vertically between the upper horizontal slats 61 and the lower slat 62 The interior of the V-shape defined by the two bracing rails 63, 64. This scale segment 70 has the advantage of being in the center of the one-piece frame 6 thus facilitating access to the operators. The rungs of the ladder segment 70 may of course have a non-skid coating.

Chaque cadre monobloc 6 comporte en outre des premiers moyens de verrouillage 8 agencés pour solidariser deux à deux et horizontalement les cadres monoblocs 6 adjacents d'un même niveau 2 ainsi que des seconds moyens de verrouillage 9 agencés pour solidariser deux à deux et verticalement les segments de poteau 40 des cadres monoblocs 6 superposés de deux niveaux 2 adjacents au fur et à mesure de l'élévation de la tour d'étaiement 1. La combinaison de ces moyens de verrouillage permet d'obtenir une tour d'étaiement 1 rigide, stable et autoportante sur de grandes hauteurs. Ainsi, les cadres monoblocs 6 intègrent l'ensemble des moyens leur permettant de répondre à une pluralité de fonctions : assemblage et verrouillage aussi bien horizontal que vertical des cadres monoblocs 6 entre eux, sécurités individuelle et collective, et accès à l'intérieur de la tour d'étaiement 1, ceci sans aucun outillage, ni manoeuvre dangereuse comme expliqué plus loin.Each one-piece frame 6 further comprises first locking means 8 arranged to couple in pairs and horizontally the adjacent monoblock frames 6 of the same level 2 as well as second locking means 9 arranged to join the two segments vertically and vertically. of post 40 monobloc frames 6 superimposed two adjacent levels 2 as and when the tower of the shoring tower 1. The combination of these locking means provides a stable shoring tower 1, stable and freestanding on great heights. Thus, the one-piece frames 6 integrate all the means allowing them to respond to a plurality of functions: assembly and locking both horizontal and vertical monoblock frames 6 between them, individual and collective security, and access to the interior of the shoring tower 1, this without any tools or dangerous maneuver as explained below.

En référence plus particulièrement aux figures 3 et 4, les premiers moyens de verrouillage 8 de chaque cadre monobloc 6 comportent une pièce mâle d'axe A, sous la forme d'un tenon à cliquet 80 prévu, dans l'exemple illustré, à l'extrémité supérieure 41 du segment de poteau 40 et une pièce femelle d'axe B, sous la forme d'un orifice traversant 81 prévu à l'extrémité libre de la lisse horizontale supérieure 61. Les axes A et B sont perpendiculaires et compris dans un même plan horizontal. La configuration inverse dans laquelle le tenon à cliquet 80 est prévu à l'extrémité libre de la lisse horizontale supérieure 61 et l'orifice traversant 81 à l'extrémité supérieure 41 du segment de poteau 40 est également envisageable. Le tenon à cliquet 80 porte comme son nom l'indique un cliquet 82 formant un verrou et monté pivotant entre une position horizontale qui lui permet d'entrer dans l'orifice traversant 81, et une position verticale qui lui permet de se rabattre à l'arrière dudit orifice et de verrouiller ainsi l'assemblage horizontal. Il est monté sur un dispositif de verrouillage 10 rapporté radialement à l'extrémité supérieure 41 du segment de poteau 40. L'orifice traversant 81 est quant à lui prévu dans une patte en L rapportée à l'extrémité libre de la lisse horizontale supérieure 61 et agencée pour buter contre le dispositif de verrouillage 10 en position verrouillée.With particular reference to figures 3 and 4 , the first locking means 8 of each one-piece frame 6 comprise a male piece of axis A, in the form of a ratchet pin 80 provided, in the example shown, at the upper end 41 of the pole segment 40 and a female piece of axis B, in the form of a through hole 81 provided at the free end of the upper horizontal bar 61. The axes A and B are perpendicular and included in the same horizontal plane. The reverse configuration in which the ratchet pin 80 is provided at the free end of the upper horizontal bar 61 and the through hole 81 at the upper end 41 of the pole segment 40 is also conceivable. The pawl pin 80 bears as its name indicates a pawl 82 forming a latch and pivotally mounted between a horizontal position which allows it to enter the through hole 81, and a vertical position which allows it to fall back to the rear of said port and thus lock the horizontal assembly. It is mounted on a locking device 10 radially attached to the upper end 41 of the pole segment 40. The through orifice 81 is in turn provided in an L-shaped lug reported at the free end of the upper horizontal bar 61 and arranged to abut against the locking device 10 in the locked position.

En référence plus particulièrement aux figures 5, les seconds moyens de verrouillage 9 de chaque cadre monobloc 6 comportent au moins un logement 90, et dans l'exemple représenté, deux logements 90 distants de 90°, prévus à l'extrémité supérieure 41 du segment de poteau 40, et au moins un doigt de verrouillage 91, et dans l'exemple représenté, deux doigts de verrouillage 91 correspondants, distants de 90°, prévus à l'extrémité inférieure 42 du segment de poteau 40. Cette extrémité inférieure 42 comporte un manchon formant un embout femelle agencé pour s'emboîter sur l'extrémité supérieure 41 du segment de poteau 40 d'un cadre monobloc d'un niveau 2 inférieur. La configuration inverse dans laquelle le manchon est prévu à l'extrémité supérieure 41 du segment de poteau 40 et comporte le doigt de verrouillage 91 et l'extrémité inférieure 42 du segment de poteau comporte le logement 90 est également envisageable. Un au moins des doigts de verrouillage 91 comporte une butée radiale 92 agencée pour définir un arrêt en rotation d'un cadre monobloc 6 par rapport à un autre cadre adjacent interdisant ainsi la sortie du périmètre de sécurité P de la tour d'étaiement 1.With particular reference to figures 5 , the second locking means 9 of each one-piece frame 6 comprise at least one housing 90, and in the example shown, two housings 90 90 ° apart, provided at the upper end 41 of the pole segment 40, and at least a locking pin 91, and in the example shown, two corresponding locking fingers 91, 90 ° apart, provided at the lower end 42 of the pole segment 40. This lower end 42 comprises a sleeve forming a female nozzle arranged to nest on the upper end 41 of the pole segment 40 of a monobloc frame of a lower level 2. The reverse configuration in which the sleeve is provided at the upper end 41 of the pole segment 40 and includes the locking pin 91 and the lower end 42 of the pole segment includes the housing 90 is also conceivable. At least one of the locking fingers 91 comprises a radial abutment 92 arranged to define a stop in rotation of a one-piece frame 6 with respect to another adjacent frame thus preventing the exit of the safety perimeter P from the shoring tower 1.

Dans l'exemple représenté, le tenon à cliquet 80 des premiers moyens de verrouillage 8 et le logement 90 des seconds moyens de verrouillage 9 sont solidaires d'un même dispositif de verrouillage 10 rapporté radialement à l'extrémité supérieure 41 du segment de poteau 40, perpendiculairement à la lisse horizontale supérieure 61. Ainsi, le tenon à cliquet 80 s'étend dans l'axe A parallèlement à la lisse horizontale supérieure 61. Toujours dans l'exemple représenté, ce dispositif de verrouillage 10 est doublé pour pouvoir monter des tours d'étaiement 1 adjacentes. Ainsi un deuxième dispositif de verrouillage 10 identique est positionné à 90° du premier et à l'opposé de la lisse horizontale supérieure 61. Chaque dispositif de verrouillage 10 comporte une plaque 11 s'étendant verticalement et parallèlement à l'axe de pivotement C, qui porte en partie haute le logement 90 et en partie basse le tenon à cliquet 80. La forme de la partie haute de cette plaque 11 est agencée pour former un support de plinthe sur lequel une plinthe horizontale (non représentée) bordant une plateforme (non représentée) peut être fixée. Ainsi, ce dispositif de verrouillage 10 cumule différentes fonctions : verrouillage horizontal et verrouillage vertical des cadres monoblocs 6 d'une même tour d'étaiement 1, verrouillage horizontal des cadres monoblocs 6 correspondants à deux tours d'étaiement 1 adjacentes, et support de plinthe.In the example shown, the ratchet pin 80 of the first locking means 8 and the housing 90 of the second locking means 9 are integral with the same locking device 10 radially attached to the upper end 41 of the pole segment 40. , perpendicularly to the upper horizontal rail 61. Thus, the pawl pin 80 extends in the axis A parallel to the upper horizontal rail 61. Still in the example shown, this locking device 10 is doubled to mount shoring 1 adjacent. Thus a second identical locking device 10 is positioned at 90 ° from the first and the opposite of the upper horizontal rail 61. Each locking device 10 comprises a plate 11 extending vertically and parallel to the pivot axis C, which carries in the upper part the housing 90 and in the lower part the tenon to pawl 80. The shape of the upper part of this plate 11 is arranged to form a skirting support on which a horizontal plinth (not shown) bordering a platform (not shown) can be fixed. Thus, this locking device 10 combines various functions: horizontal locking and vertical locking of the one-piece frames 6 of the same shoring tower 1, horizontal locking of the one-piece frames 6 corresponding to two adjacent shoring towers 1, and baseboard support .

L'assemblage et le verrouillage des cadres monoblocs 6 adjacents d'un niveau 2 supérieur avec simultanément les cadres monoblocs 6 d'un niveau 2 inférieur où se trouve l'opérateur s'effectuent très simplement comme expliqué ci-après en référence aux figures 3 à 5. On positionne un premier cadre monobloc 61 à l'intérieur du périmètre de sécurité P, on emboîte l'extrémité inférieure 42 de son segment de poteau 40 sur l'extrémité supérieure 41 du segment de poteau 40 du cadre monobloc 6 du niveau 2 inférieur en le décalant d'environ 1/8e de tour pour échapper les dispositifs de verrouillage 10 puis on le fait pivoter (flèche R sur les figures 5A et 5B) d'environ 1/8e de tour autour de son axe de pivotement C pour amener les doigts de verrouillage 91 dans les logements 90 jusqu'à ce que la butée radiale 92 bute contre le dispositif de verrouillage 10 correspondant et arrête ce mouvement. Cet assemblage vertical est ainsi solidarisé (figure 5C) et le premier cadre monobloc 61 du niveau 2 supérieur est positionné en limite du périmètre de sécurité P de la tour d'étaiement 1. On positionne ensuite un deuxième cadre monobloc 62 à l'intérieur du périmètre de sécurité P de sorte que l'extrémité libre de sa lisse horizontale supérieure 61 soit du côté du segment de poteau 40 du cadre monobloc 61 préalablement posé. Comme précédemment, on emboîte l'extrémité inférieure 42 de son segment de poteau 40 sur l'extrémité supérieure 41 du segment de poteau 40 du cadre monobloc 6 du niveau 2 inférieur en le décalant d'environ 1/8e de tour pour échapper les dispositifs de verrouillage 10 puis on le fait pivoter d'environ 1/8e de tour autour de son axe de pivotement C pour amener les doigts de verrouillage 91 dans les logements 90 jusqu'à ce que la butée radiale 92 bute contre le dispositif de verrouillage 10 correspondant et arrête ce mouvement. Au cours de ce pivotement (flèche R sur les figures 4A et 4B), l'orifice traversant 81 prévu à l'extrémité libre de sa lisse horizontale supérieure 61 s'est emboité sur le tenon à cliquet 80 prévu sur le segment de poteau 40 du cadre monobloc 61 préalablement posé. Lorsque ce deuxième cadre monobloc 62 est correctement positionné en limite du périmètre de sécurité P de la tour d'étaiement 1, position également déterminée par la patte en L 83 qui bute sur le dispositif de verrouillage 10 correspondant, l'opérateur situé à l'intérieur du périmètre de sécurité P au niveau 2 inférieur bascule le cliquet 82 (flèche V sur la figure 4D) pour solidariser et verrouiller cet assemblage horizontal. On fait de même avec un troisième 63 puis un quatrième 64 cadres monoblocs. Pour verrouiller horizontalement le quatrième cadre monobloc 64 au premier cadre monobloc 61 et fermer ainsi le périmètre de sécurité P du niveau 2 supérieur, on pivote le premier cadre monobloc 61 (figure 3A) autour de son axe de pivotement C à l'intérieur du périmètre de sécurité P pour pouvoir emboîter l'orifice traversant 81 du premier cadre monobloc 61 sur le tenon à cliquet 80 du quatrième cadre monobloc 64 afin de verrouiller cet assemblage horizontal par le basculement du cliquet 82. Ces étapes peuvent être reproduites autant de fois qu'il y a de niveaux 2 à superposer. Pour démonter une telle tour d'étaiement 1, on effectue ces étapes en sens inverse, sans qu'il soit possible de retirer ou de désolidariser un cadre monobloc 6 d'un des niveaux 6 sans avoir démonté préalablement les niveaux 6 supérieurs.The assembly and locking of the adjacent monoblock frames 6 of a level 2 higher simultaneously with the monobloc frames 6 of a lower level 2 where the operator is located are carried out very simply as explained below with reference to the Figures 3 to 5 . A first one-piece frame 6 1 is positioned inside the safety perimeter P, and the lower end 42 of its post segment 40 is engaged on the upper end 41 of the post segment 40 of the one-piece frame 6 of the lower level 2 by shifting the approximately 1/8 of a turn to escape the locking devices 10 and is then rotated (arrow R in the Figures 5A and 5B ) Of about 1/8 of a turn about its pivot axis C to bring the locking fingers 91 into the slots 90 until the radial stop 92 abuts against the corresponding locking device 10 and stops the movement. This vertical assembly is thus secured ( Figure 5C ) and the first one-block frame 6 1 of the upper level 2 is positioned at the limit of the safety perimeter P of the shoring tower 1. A second one-piece frame 6 2 is then positioned inside the safety perimeter P so that the free end of its upper horizontal rail 61 is on the side of the pole segment 40 of the one-piece frame 6 1 previously laid. As before, the lower end 42 of its pole segment 40 is engaged on the upper end 41 of the pole segment 40 of the one-piece frame 6 of the lower level 2, by shifting it by about 1/8 th of a turn to escape them. locking devices 10 and is then rotated approximately 1/8 of a turn about its pivot axis C to bring the locking fingers 91 into the slots 90 until the radial stop 92 abuts against the device corresponding lock 10 and stop this movement. During this pivoting (arrow R on the Figures 4A and 4B ), the through hole 81 provided at the free end of its upper horizontal bar 61 is fitted on the pawl pin 80 provided on the pole segment 40 of the one-piece frame 6 1 previously laid. When this second one-piece frame 6 2 is correctly positioned at the limit of the safety perimeter P of the shoring tower 1, position also determined by the L-tab 83 which abuts on the corresponding locking device 10, the operator located at inside safety perimeter P at lower level 2 toggles pawl 82 (arrow V on the figure 4D ) to secure and lock this horizontal assembly. We do the same with a third 6 3 then a fourth 6 4 monoblock frames. To horizontally lock the fourth one-piece frame 6 4 to the first one-piece frame 6 1 and thereby close the safety perimeter P of the upper level 2, the first one-piece frame 6 1 is pivoted ( figure 3A ) about its pivot axis C inside the safety perimeter P to be able to fit the through hole 81 of the first one-piece frame 6 1 on the pawl pin 80 of the fourth one-piece frame 6 4 in order to lock this horizontal assembly by the tilting of the pawl 82. These steps can be reproduced as many times as there are levels 2 to superimpose. To dismount such a shoring tower 1, these steps are carried out in the opposite direction, without it being possible to remove or disconnect a one-piece frame 6 from one of the levels 6 without having previously disassembled the upper levels 6.

Les figures 6 et 7 illustrent une variante de réalisation des premiers moyens de verrouillage 8 permettant d'obtenir un verrouillage horizontal automatique, c'est à dire un basculement automatique du cliquet 820 en position verrouillée sans intervention de l'opérateur. Cette variante de réalisation fait par ailleurs l'objet de la demande de brevet FR 13/50506 déposée le 21 janvier 2013 par la demanderesse. Les parties constitutives identiques à l'exemple précédent portent les mêmes numéros de référence. Cette variante de réalisation se distingue de l'exemple précédent par la forme de son cliquet 820 et de son orifice traversant 810 décrits plus loin. Par ailleurs, le dispositif de verrouillage 100 est renforcé par rapport au dispositif de verrouillage 10 et est constitué d'une pièce métallique en forme de U, rapportée radialement à l'extrémité supérieure 41 du segment de poteau 40. L'extrémité supérieure saillante de la branche du U, la plus à gauche sur les dessins, comporte le logement 90 des seconds moyens de verrouillage 9, destiné à recevoir le doigt de verrouillage 91 d'un cadre monobloc 6 appartenant au niveau supérieur. L'autre branche du U comporte une encoche 93 disposée au niveau du logement 90 pour libérer l'accès au doigt de verrouillage 91. La branche du U portant le logement 90 est prolongée en partie inférieure par une butée radiale 94, destinée à coopérer avec la patte de verrouillage 830 pourvue de l'orifice traversant 810 des premiers moyens de verrouillage 8.The figures 6 and 7 illustrate an alternative embodiment of the first locking means 8 to obtain an automatic horizontal locking, ie an automatic tilting of the pawl 820 in the locked position without intervention of the operator. This alternative embodiment is also the subject of the patent application. FR 13/50506 filed on January 21, 2013 by the plaintiff. The constituent parts identical to the previous example bear the same reference numbers. This embodiment differs from the previous example by the shape of its pawl 820 and its through hole 810 described below. Furthermore, the locking device 100 is reinforced relative to the device of 10 and consists of a U-shaped metal part, radially attached to the upper end 41 of the pole segment 40. The upper projecting end of the U-branch, the left-most in the drawings, comprises the housing 90 of the second locking means 9, for receiving the locking pin 91 of a monobloc frame 6 belonging to the upper level. The other leg of the U comprises a notch 93 disposed at the housing 90 to release access to the locking pin 91. The leg of the U carrying the housing 90 is extended in the lower part by a radial stop 94, intended to cooperate with the locking tab 830 provided with the through hole 810 of the first locking means 8.

Le tenon à cliquet 800 est solidaire du dispositif de verrouillage 100 et s'étend dans l'axe A parallèlement à la lisse horizontale supérieure 61. Il porte un cliquet 820 formant un verrou, monté pivotant autour d'un axe de pivotement D entre une position sensiblement horizontale qui lui permet d'entrer dans l'orifice traversant 810, et une position sensiblement verticale qui lui permet de se rabattre à l'arrière de cet orifice pour verrouiller l'assemblage horizontal. Le cliquet 820 a une forme particulière qui lui permet d'adopter automatiquement la position sensiblement verticale du fait de sa propre masse. A cet effet, son axe de pivotement D est désaxé en partie supérieure par rapport à son centre de gravité.The ratchet pin 800 is integral with the locking device 100 and extends in the axis A parallel to the upper horizontal beam 61. It carries a pawl 820 forming a latch, pivotally mounted about a pivot axis D between a substantially horizontal position which allows it to enter the through hole 810, and a substantially vertical position that allows it to fall back to the rear of this hole to lock the horizontal assembly. The ratchet 820 has a particular shape that allows it to automatically adopt the substantially vertical position due to its own mass. For this purpose, its pivot axis D is offset at the upper part relative to its center of gravity.

L'orifice traversant 810 d'axe B est ménagé dans une patte de verrouillage 830 en forme de Z solidaire de l'extrémité libre de la lisse horizontale supérieure 61, délimitant deux butées verticales, parallèles et décalées, à savoir une butée supérieure 831 en amont d'une butée inférieure 832 dans le sens de la flèche R illustrant le mouvement de pivotement autour de l'axe de pivotement C d'un cadre monobloc 6 à assembler à un autre cadre monobloc 6 adjacent d'un même niveau.The through hole 810 of axis B is formed in a Z-shaped locking lug 830 integral with the free end of the upper horizontal lug 61, delimiting two vertical, parallel and offset stops, namely an upper abutment 831. upstream of a lower abutment 832 in the direction of the arrow R illustrating the pivoting movement about the pivot axis C of a one-piece frame 6 to be assembled to another adjacent monobloc frame 6 of the same level.

La cinématique du fonctionnement de ce dispositif de verrouillage 100 est expliquée en détail en référence aux figures 7A à 7I lors du montage et du démontage de deux cadres monoblocs 6 adjacents d'un même niveau. Les cadres monoblocs 6 ne sont pas représentés pour simplifier les dessins. Seuls sont représentés le segment de poteau 40 du cadre déjà assemblé, portant le tenon à cliquet 800 solidaire du dispositif de verrouillage 100, et la patte de verrouillage 830 en forme de Z prévue à l'extrémité libre de la lisse horizontale supérieure 61 du cadre à assembler portant l'orifice traversant 810.The kinematics of the operation of this locking device 100 is explained in detail with reference to the Figures 7A to 7I when assembling and dismantling two adjacent monoblock frames 6 of the same level. The one-piece frames 6 are not shown to simplify the drawings. Only the column segment 40 of the already assembled frame, bearing the ratchet pin 800 integral with the locking device 100, and the Z-shaped locking lug 830 provided at the free end of the upper horizontal beam 61 of the frame are represented. to be assembled carrying the through hole 810.

La figure 7A montre le cliquet 820 dans la position sensiblement verticale qu'il occupe naturellement sous l'effet de sa propre masse. Il comporte une tête 821 située au dessus de son axe de pivotement D formant une zone d'appui avant et une butée arrière, et un pied 822 situé en dessous de son axe de pivotement D formant un ballast et pourvu d'un profil de came avant. La tête et le pied du cliquet 820 sont reliés entre eux par une zone centrale cintrée 823 formant un dégagement avant autorisant l'entrée du cliquet 820 dans l'orifice traversant 810. La flèche M appliquée sur la patte de verrouillage 830 représente le mouvement volontaire effectué par l'opérateur sur le cadre monobloc 6 à assembler, à savoir le mouvement de pivotement selon la flèche R autour de l'axe de pivotement C (voir figure 6A). La figure 7B montre que l'action volontaire M effectuée par l'opérateur provoque le pivotement automatique du cliquet 820 autour de son axe de pivotement D dans le sens de la flèche N en direction de sa position sensiblement horizontale pour qu'il entre dans l'orifice traversant 810, et ce grâce à la butée inférieure 832 de la plaque de verrouillage 830 qui circule sur le profil de came avant du pied 822 du cliquet 820. A la figure 7C, lorsqu'il a traversé l'orifice traversant 810, le cliquet 820 pivote automatiquement en sens inverse suivant la flèche O pour revenir dans sa position initiale sensiblement verticale par gravité et verrouiller l'assemblage horizontal des deux cadres monoblocs 6 adjacents, sans outil, ni opération volontaire additionnelle de la part de l'opérateur.The Figure 7A shows the ratchet 820 in the substantially vertical position that it naturally occupies under the effect of its own mass. It comprises a head 821 located above its pivot axis D forming a front support zone and a rear stop, and a foot 822 located below its pivot axis D forming a ballast and provided with a cam profile. before. The head and the foot of the pawl 820 are interconnected by a curved central zone 823 forming a front clearance allowing entry of the pawl 820 into the through hole 810. The arrow M applied on the locking tab 830 represents the voluntary movement performed by the operator on the one-piece frame 6 to be assembled, namely the pivoting movement along the arrow R about the pivot axis C (see Figure 6A ). The Figure 7B shows that the voluntary action M performed by the operator causes the automatic pivoting of the pawl 820 around its pivot axis D in the direction of the arrow N towards its substantially horizontal position so that it enters the through hole 810, and this thanks to the lower stop 832 of the locking plate 830 which circulates on the front cam profile of the foot 822 of the pawl 820. At the Figure 7C when it has passed through the through hole 810, the pawl 820 automatically pivots in the opposite direction along the arrow O to return to its substantially vertical initial position by gravity and lock the horizontal assembly of the two adjacent monoblock frames 6, without tools, no additional voluntary operation on the part of the operator.

La figure 7D illustre cette position de verrouillage horizontal, dans laquelle la patte de verrouillage 830, du cadre monobloc qui vient d'être assemblé, est bloquée en translation horizontale entre la butée radiale 94 et le cliquet 820 du dispositif de verrouillage 100 du cadre déjà assemblé, respectivement par ses butées inférieure 832 et supérieure 831. Pour atteindre cet objectif, la profondeur de la patte de verrouillage 830 est déterminée en fonction de l'intervalle existant entre la butée radiale 94 et le cliquet 820 en position sensiblement verticale. Grâce à cette construction, les cadres monoblocs 6 sont assemblés et verrouillés horizontalement sans jeu, garantissant une rigidité optimale de la tour d'étaiement 1.The Figure 7D illustrates this horizontal locking position, in which the locking tab 830, of the monobloc frame which has just been assembled, is locked in horizontal translation between the radial abutment 94 and the pawl 820 of the locking device 100 of the frame already assembled, respectively by its lower stops 832 and upper 831. To achieve this objective, the depth of the locking tab 830 is determined according to the the gap between the radial abutment 94 and the pawl 820 substantially vertical position. Thanks to this construction, the one-piece frames 6 are assembled and locked horizontally without play, guaranteeing optimal rigidity of the shoring tower 1.

Si l'opérateur pivote le cadre monobloc qui vient d'être assemblé, le cliquet 820 va basculer suivant la flèche N (figure 7E) et se positionner automatiquement contre la patte de verrouillage 830 sur deux points d'appui créant ainsi un double blocage. Ainsi et comme illustré à la figure 7F, la patte de verrouillage 230 ne peut pas échapper au cliquet 820 sans une intervention volontaire de l'opérateur sur ledit cliquet. De plus, la pièce en U du dispositif de verrouillage 100, qui porte le tenon à cliquet 800, empêche tout soulèvement de la patte de verrouillage 230, si l'opérateur essayait d'échapper au cliquet 820 en soulevant ledit cadre monobloc.If the operator pivots the one-piece frame that has just been assembled, the pawl 820 will swing according to the arrow N ( figure 7E ) and position itself automatically against the locking tab 830 on two support points thus creating a double lock. So and as illustrated in the figure 7F , the locking tab 230 can not escape the pawl 820 without a voluntary intervention of the operator on said pawl. In addition, the U-shaped part of the locking device 100, which carries the ratchet pin 800, prevents any lifting of the locking tab 230, if the operator tries to escape the ratchet 820 by lifting said one-piece frame.

Quand l'opérateur veut démonter les cadres monoblocs 6, il faut que cette opération soit volontaire. Il doit appuyer sur la tête 821 du cliquet 820 selon la flèche M1, comme illustré à la figure 7G, pour le basculer selon la flèche N dans sa position sensiblement horizontale représentée à la figure 7H, puis pivoter le cadre monobloc à démonter pour déplacer la patte de verrouillage 830 selon la flèche M2 pour l'extraire du cliquet 820 comme représenté à la figure 7I. C'est la combinaison de ces deux mouvements volontaires M1 et M2 réalisés à la main et sans outil qui permet de séparer horizontalement les cadres monoblocs. Dès que la patte de verrouillage 830 quitte le cliquet 820, ce dernier revient dans sa position initiale sensiblement verticale par gravité telle qu'illustrée à la figure 7A.When the operator wants to disassemble the one-piece frames 6, this operation must be voluntary. It must press on the head 821 of the pawl 820 according to the arrow M1, as illustrated in FIG. Figure 7G , to switch it according to the arrow N in its substantially horizontal position shown in FIG. figure 7H , then rotate the one-piece frame to be disassembled to move the locking tab 830 according to the arrow M2 to extract it from the pawl 820 as shown in FIG. figure 7I . It is the combination of these two voluntary movements M1 and M2 made by hand and without tools that allows to separate the monobloc frames horizontally. As soon as the locking lug 830 leaves the pawl 820, the latter returns to its substantially vertical initial position by gravity as illustrated in FIG. Figure 7A .

Possibilités d'application industrielle :Possibilities of industrial application:

Les cadres monoblocs 6 utilisés pour la construction de la tour d'étaiement 1 selon l'invention ou de toute autre tour équivalente peuvent être réalisés par un assemblage mécano-soudé de profilés tubulaires par exemple en acier galvanisé ou similaire, qui présente de bonnes résistances à la fois aux contraintes mécaniques et aux conditions climatiques. Les moyens de verrouillage 8, 9 qui sont simplifiés et concentrés dans des pièces communes peuvent être rapportés par soudure sur les profilés concernés. Ainsi la conception de ces cadres monoblocs 6 permet d'obtenir des prix de revient compétitifs.The one-piece frames 6 used for the construction of the shoring tower 1 according to the invention or any other equivalent tower can be made by a welded assembly of tubular sections for example galvanized steel or the like, which has good strengths. both mechanical and climatic conditions. The locking means 8, 9 which are simplified and concentrated in common parts can be reported by welding on the relevant sections. Thus the design of these monobloc frames 6 provides competitive cost.

Il ressort clairement de cette description que l'invention permet d'atteindre les buts fixés, à savoir un assemblage simple et rapide, sans outillage, ni pièce rapportée, de cadres monoblocs 6 permettant une construction modulaire en toute sécurité d'une tour d'étaiement 1 ou similaire.It is clear from this description that the invention achieves the goals set, namely a simple and fast assembly, without tools or insert, of monobloc frames 6 allowing a modular construction safely a tower of shoring 1 or similar.

La présente invention n'est pas limitée aux exemples de réalisation décrits mais s'étend à toute modification et variante évidentes pour un homme du métier tout en restant dans l'étendue de la protection définie dans les revendications annexées.The present invention is not limited to the embodiments described but extends to any modification and variation obvious to a person skilled in the art while remaining within the scope of protection defined in the appended claims.

Claims (14)

  1. Modular strutting tower (1) for civil engineering and construction made of one-piece frames (6) assembled with each other to form levels (2) arranged to be superimposed, each level being made of four one-piece frames (6) mounted perpendicular to each other and delimiting a safety perimeter (P), each one-piece frame being provided with at least a post segment (40), an upper horizontal hand rail (61) and a diagonal bracing bar (63), each one-piece frame including moreover first locking means (8) arranged to fasten two by two the adjacent one-piece frames (6) of each level (2) and second locking means (9) arranged to fasten two by two the post segments (40) of the one-piece frames (6) corresponding to two superimposed levels (2), characterized in that said first locking means (8) of each one-piece frame (6) include on the one hand at least one locking catch pin (80, 800) with an axis A that extends radially from the upper end (41) of post segment (40) parallel with upper horizontal hand rail (61), said locking catch (82, 820) being pivotally mounted on said pin (80, 800) and forming a lock and, on the other hand, a through opening (81, 810) with an axis B, having a shape complementary to that of said locking catch pin (80, 800) and arranged at the free end of said upper horizontal hand rail (61), in that said axes A and B are perpendicular to one another and located in a same horizontal plane, so that said locking catch pin (80, 800) and said through opening (81, 810) corresponding to two adjacent one-piece frames (6) to be assembled fit into each other by means of an horizontal pivoting movement (R) of one of the one-piece frames with respect to the other around a pivoting axis (C) defined by its post segment (40), said pivoting movement (R) occurring within the safety perimeter (P) and said locking catch (82, 820) being arranged to lock said locking catch pin (80, 800) on the rear of said through opening (81, 810) inside of this safety perimeter (P).
  2. A strutting tower according to claim 1, characterized in that said one-piece frames (6) of each level (2) are identical.
  3. A strutting tower according to claim 1, characterized in that said second locking means (9) of every one-piece frame (6) include at least one seat (90) and one locking pin (91) with complementary shapes, one being provided at the upper end (41) of post segment (40) and the other at a lower end (42) of said post segment (40), the locking pin (91) of a one-piece frame (6) of a level (2) being arranged to lock in the seat (90) of a corresponding one-piece frame (6) of an adjacent level (2) by means of said horizontal pivoting movement (R) carried out by the concerned one-piece frame around its pivoting axis (C).
  4. A strutting tower according to claim 3, characterized in that the locking catch pin (80, 800) of first locking means (8) and the seat (90) of second locking means (9) are provided at the upper end (41) of post segment (40) of every one-piece frame (6), in that the through opening (81, 810) of first locking means (8) is provided at the free end of upper horizontal hand rail (61) and in that the locking pin (91) is provided at the lower end (42) of post segment (40).
  5. A strutting tower according to claim 4, characterized in that the locking catch pin (80, 800) of first locking means (8) and the seat (90) of second locking means (9) are integral parts of a same locking device (10, 100) mounted radially at the upper end (41) of said post segment (40).
  6. A strutting tower according to claim 5, characterized in that the post segment (40) of every one-piece frame (6) includes at least two identical locking devices (10, 100) mounted radially at its upper end (41) and separated by an angle of 90°, one of the locking devices extending perpendicularly to upper horizontal hand rail (61) and the other locking device extending opposite to said upper horizontal hand rail.
  7. A strutting tower according to any of claims 3 to 6, characterized in that the locking pin (91) of second locking means (9) includes a radial stop (92) arranged to limit the pivoting movement (R) range of a one-piece frame (6) with respect to another adjacent one-piece frame (6), preventing it from exiting said safety perimeter (P).
  8. A strutting tower according to claim 7, characterized in that said second locking means (9) include at least two locking pins (91) that protrude radially from the lower end (42) of said post segment (40), separated by an angle of 90°, at least one of said locking pins being provided with said radial stop (92).
  9. A strutting tower according to claim 5, characterized in that said locking device (10, 100) includes at least one vertical plate (11) that extends radially at the upper end (42) of post segment (40) and is arranged to form a baseboard support, and in that said vertical plate includes at least the seat (90) of said second locking means (9) and the locking catch pin (80, 800) of said first locking means (8).
  10. A strutting tower according to claim 1, characterized in that every one-piece frame (6) moreover includes a lower horizontal rail (62) that extends from said post segment (40) and is linked with upper horizontal hand rail (61) by means of two bracing bars (63, 64) arranged in a V-configuration.
  11. A strutting tower according to claim 10, characterized in that every one-piece frame (6) includes a central ladder segment (70) that extends vertically between the upper horizontal hand rail (61) and the lower horizontal rail (62) inside of the V shape defined by the two bracing bars (63, 64).
  12. A strutting tower according to claim 1, characterized in that the locking catch (820) is mounted on said pin (800) around a pivoting axis (D), offset with respect to its center of gravity, so that said locking catch (820) naturally takes a substantially vertical position under its own mass.
  13. A strutting tower according to claim 12, characterized in that said locking catch (820) comprises in its upper section a head (821) located above its pivoting axis (D) forming a bearing area on the front and a stopper on the rear and, in the lower section, a foot (822) located below said pivoting axis (D) forming a ballast with a cam profile on the front.
  14. A strutting tower according to claim 13, characterized in that the through opening (810) is arranged in a Z-shaped locking element (830) that delimits an upper stop (831) and a lower stop (832) separated by a distance equivalent to the distance between the rear stop of head (821) of locking catch (820) and a lower radial stop (94) of locking device (100).
EP20130360027 2012-09-11 2013-09-10 Modular strutting tower for civil engineering and construction Active EP2706166B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1258504A FR2995333B1 (en) 2012-09-11 2012-09-11 MODULAR TILING TOWER, IN PARTICULAR FOR CIVIL ENGINEERING
FR1350506A FR3001243B1 (en) 2013-01-21 2013-01-21 CONSTRUCTION ELEMENT, IN PARTICULAR FOR SCAFFOLDING OR SIMILAR, PROVIDED WITH A LATCHING DEVICE

Publications (2)

Publication Number Publication Date
EP2706166A1 EP2706166A1 (en) 2014-03-12
EP2706166B1 true EP2706166B1 (en) 2015-04-01

Family

ID=49231406

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20130360027 Active EP2706166B1 (en) 2012-09-11 2013-09-10 Modular strutting tower for civil engineering and construction

Country Status (3)

Country Link
EP (1) EP2706166B1 (en)
ES (1) ES2539930T3 (en)
PT (1) PT2706166E (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO2688526T3 (en) * 2014-10-31 2018-03-10
DE102020133810A1 (en) * 2020-12-16 2022-06-23 Peri Ag Connector for a modular scaffold, modular scaffold, method for producing a modular scaffold and use of a connector
PL444348A1 (en) * 2023-04-06 2024-10-07 Altrad-Mostostal Spółka Z Ograniczoną Odpowiedzialnością Support tower

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2421253A1 (en) * 1978-03-30 1979-10-26 Cambon Michel DEVICE TO VARY THE HEIGHT OF THE POSTS OF A SCAFFOLDING-TOWER
ES2203270B1 (en) * 2001-02-14 2005-02-16 Ingenieria De Encofrados Y Servicios, S.L. PERFECTION IN ANDAMIOS DE FACHADA.
FR2879638B1 (en) * 2004-12-17 2007-03-30 Mills Sa FRAME FOR TILT TOWER AND TILT TOWER EQUIPPED WITH
FR2939464B1 (en) 2008-12-10 2018-01-05 Mills IMPROVEMENT TO STRETCHING TOWERS

Also Published As

Publication number Publication date
PT2706166E (en) 2015-08-05
EP2706166A1 (en) 2014-03-12
ES2539930T3 (en) 2015-07-07

Similar Documents

Publication Publication Date Title
FR3058432B1 (en) IMPROVEMENT TO SHOOTING TOWERS.
EP2044273B1 (en) Shoring tower
WO2017191391A1 (en) Module for creating a spiral staircase for a building site, assembly comprising at least one such module and staircase for a building site comprising at least one such assembly
EP2706166B1 (en) Modular strutting tower for civil engineering and construction
EP3192941A1 (en) Scaffold comprising a lowerable railing
FR3045086A1 (en) FOLDING BODY FOR ROOF TERRACE, MODULAR BUILDING COMPRISING AT LEAST ONE FOLDING BODY AND MODULAR CONSTRUCTION COMPRISING AT LEAST TWO MODULAR BUILDINGS
FR2929304A1 (en) Foldable and working height adjustable scaffold device for e.g. edifice, has floor element provided on top of partially foldable guard rail, and fastening post integrating access ladder in plane of post adapted to working height
EP0511921A1 (en) Modular supporting system for floor forms; method and form using this system
FR3146317A1 (en) Scaffolding tower and scaffolding and use of tower and scaffolding
EP4367344A1 (en) Scaffolding tower and scaffold and use of the tower and scaffold
FR2863291A1 (en) Safety railing for balcony extension of scaffold frame has extending side sections to adjust to the size of the structure
FR2995333A1 (en) Modular strutting tower for supporting formwork of e.g. flagstones, of e.g. building, has tenon and opening that are encased by swiveling movement of frames relative to each other, where movement is included in safety perimeter
EP1067253B1 (en) Scaffold-frame and scaffold composed of such frames
EP2177691B1 (en) Scaffolding structure including stairs
EP1700977B1 (en) Locking device for frames of scaffolds and strutting towers
EP2757210B1 (en) Construction element, in particular for a scaffold or the like, provided with a locking device
FR2919009A1 (en) Parts assembling assembly for scaffolding level, has beam is connected to upright part along destination position, where assembly is arranged such that beam is connected to upright part in position lower than destination position
FR2786797A1 (en) Scaffolding modules for roof access is formed from series of modules, each formed from two main beams formed from two tubes, with coupling elements at ends and supporting cross bars to provide walkway
EP1073814B1 (en) Protective device in the form of a barrier
CH658878A5 (en) Prefabricated tubular scaffolding
FR2944305A1 (en) Balustrade for e.g. light tower hoist type scaffold, has inverted lower hook placed at lower part of panel, where inverted hook is positioned to be locked by cross-pieces that are fixed to nodes of posts at level of floor
FR3124814A1 (en) Scaffolding and use of scaffolding
WO2015040088A1 (en) Ladder frame for a shoring tower or guardrail for scaffolding or a shoring tower, and shoring tower or scaffolding comprising same
FR3092847A1 (en) Temporary metallic staircase
FR2729418A1 (en) Scaffolding convertible into double ladder

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): 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

17P Request for examination filed

Effective date: 20140908

RBV Designated contracting states (corrected)

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

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20141030

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): 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: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602013001376

Country of ref document: DE

Effective date: 20150513

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 719189

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150515

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2539930

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20150707

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20150626

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20150401

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 719189

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150401

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

Ref country code: NL

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

Effective date: 20150401

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 3

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

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: 20150701

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: 20150401

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: 20150401

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: 20150401

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: 20150401

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

Ref country code: AT

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

Effective date: 20150401

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: 20150702

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: 20150401

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: 20150801

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: 20150401

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602013001376

Country of ref document: DE

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

Ref country code: DK

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

Effective date: 20150401

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: 20150401

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: RO

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

Effective date: 20150401

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: 20150401

Ref country code: PL

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: 20150401

26N No opposition filed

Effective date: 20160105

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: 20150401

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

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: 20150401

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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: 20150910

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 4

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

Ref country code: MT

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: 20150401

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20150401

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: 20130910

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: 20150401

Ref country code: SE

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: 20150401

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: 20160930

Ref country code: CH

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

Effective date: 20160930

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

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

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: 20150401

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

Ref country code: TR

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

Effective date: 20150401

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: 20150401

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

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: 20150401

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

Ref country code: LU

Payment date: 20230822

Year of fee payment: 11

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

Ref country code: IT

Payment date: 20230908

Year of fee payment: 11

Ref country code: GB

Payment date: 20230920

Year of fee payment: 11

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

Ref country code: PT

Payment date: 20230818

Year of fee payment: 11

Ref country code: DE

Payment date: 20230911

Year of fee payment: 11

Ref country code: BE

Payment date: 20230914

Year of fee payment: 11

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

Ref country code: ES

Payment date: 20231006

Year of fee payment: 11

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

Ref country code: FR

Payment date: 20240925

Year of fee payment: 12