EP3169617B1 - Composant de revêtement pour escalier mécanique ou trottoir roulant - Google Patents

Composant de revêtement pour escalier mécanique ou trottoir roulant Download PDF

Info

Publication number
EP3169617B1
EP3169617B1 EP15733708.0A EP15733708A EP3169617B1 EP 3169617 B1 EP3169617 B1 EP 3169617B1 EP 15733708 A EP15733708 A EP 15733708A EP 3169617 B1 EP3169617 B1 EP 3169617B1
Authority
EP
European Patent Office
Prior art keywords
escalator
layer
moving walkway
composite steel
millimetres
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
EP15733708.0A
Other languages
German (de)
English (en)
Other versions
EP3169617A1 (fr
Inventor
Michael Matheisl
Norbert Frim
Paul Sailer
Robert Schulz
Thomas Novacek
Esteban MARKS
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.)
Inventio AG
Original Assignee
Inventio AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Inventio AG filed Critical Inventio AG
Priority to PL15733708T priority Critical patent/PL3169617T3/pl
Publication of EP3169617A1 publication Critical patent/EP3169617A1/fr
Application granted granted Critical
Publication of EP3169617B1 publication Critical patent/EP3169617B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B23/00Component parts of escalators or moving walkways
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D22/00Shaping without cutting, by stamping, spinning, or deep-drawing
    • B21D22/02Stamping using rigid devices or tools
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D28/00Shaping by press-cutting; Perforating
    • B21D28/24Perforating, i.e. punching holes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D35/00Combined processes according to or processes combined with methods covered by groups B21D1/00 - B21D31/00
    • B21D35/001Shaping combined with punching, e.g. stamping and perforating
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D35/00Combined processes according to or processes combined with methods covered by groups B21D1/00 - B21D31/00
    • B21D35/002Processes combined with methods covered by groups B21D1/00 - B21D31/00
    • B21D35/005Processes combined with methods covered by groups B21D1/00 - B21D31/00 characterized by the material of the blank or the workpiece
    • B21D35/007Layered blanks
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D37/00Tools as parts of machines covered by this subclass
    • B21D37/10Die sets; Pillar guides
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B31/00Accessories for escalators, or moving walkways, e.g. for sterilising or cleaning

Definitions

  • the invention relates generally to an escalator or moving walk with at least one trim component.
  • the invention particularly relates to the construction of the trim component of the escalator or moving walk.
  • document US 2013/0163233 discloses an escalator according to the preamble of claim 1.
  • Escalators or moving walks have a load-bearing structure, referred to as a supporting structure.
  • this structure is a truss structure, which is divided by the manufacturer as a whole unit or in structural modules, is made.
  • the structure or its structural modules or truss modules are installed in a building, the structure connects, for example, two levels of the building.
  • the movable components of the escalator or the moving walk are arranged, for example, a stepped belt or a pallet belt, deflection axes, a drive shaft and the drive motor with gearbox, its control, monitoring systems, security systems and the like. Furthermore, fixed components such as balustrades with their balustrade base, comb plates, bearings, raceways and guide rails with the structure or truss are firmly connected.
  • balustrade base Both the structure and the balustrade base are clad by means of trim components, possibly also has the balustrade cladding components.
  • Escalators with clad balustrades are usually so-called traffic stairs, which are used especially in high-traffic areas such as stations, subway stations and airports.
  • trim components By lining the aforementioned components of a moving walkway or an escalator with trim components, an interior is delimited from the surroundings of the escalator or the moving walk. As a result, the components arranged in this interior are better protected against environmental influences such as, for example, dirt, moisture, snow and ice than if they were exposed.
  • trim components also have the important function of preventing accidents, as they cover all movable components of the escalator or moving walk apart from the lead of the step or pallet band and the handrails.
  • trim components that delimit at least one interior of the escalator or the moving walk against the environment.
  • trim components such as pedestals or the step band facing covers of the balustrade pedestal and / or the balustrade, are subjected to constant mechanical stresses by the users, such as scouring shoes or items such as the carried luggage. These covers must also withstand impact loads such as vandal hits and kicks to further ensure safe operation of the escalator or moving walkway.
  • corrosion-resistant steel sheet or aluminum sheet is used for the production of these above-described, highly stressed trim components, which usually has a thickness of 1.5mm to 4.0mm.
  • the object of the present invention is therefore to provide an escalator or a moving walk, whose cladding components are cheaper to produce and at least as well withstand the same loads as the cladding components made of corrosion-resistant sheet steel.
  • the trim component comprises at least one multilayer composite steel sheet, the composite steel sheet including at least one low alloy steel sheet bearing layer and at least one corrosion resistant steel overlay.
  • the at least one cover layer is arranged on one of the two side surfaces of the composite steel sheet, wherein the at least one cover layer of the mounted on the escalator or on the moving walkway trim component is directed against the environment.
  • the main component of the cladding component is the multilayer composite steel sheet, wherein the cladding component can of course have other parts such as stiffening ribs, reinforcing plates, fastening means and the like.
  • the individual layers all have the same areal extent, so the layer structure and the layer thicknesses are the same at every point of the composite steel sheet. At the edge regions and at cut edges of apertures, however, both the layer structure and the layer thicknesses can deviate as a result of machining processes.
  • a cladding made of composite sheet steel not only has cost advantages. Due to its high chromium content, the cover layer made of corrosion-resistant steel is extraordinarily tough and abrasion-resistant, so that due to this material property and the layer thickness, which is many times greater than that of coatings, the cover layer is not damaged by abrasive objects such as luggage and shoes, but also by dirt and small stones can be removed.
  • the cladding component made of composite steel sheet offers even more efficient protection against environmental influences than a cladding component made entirely of corrosion-resistant steel, since the side surface directed towards the interior, which is usually the side surface of the supporting layer, is adapted in the simplest manner to the components arranged in the interior can. In contrast to corrosion-resistant steel, low-alloyed steels can be coated much better and more permanently.
  • the covering surface of the side surface of the supporting layer can therefore with a coating, preferably a copper layer, tin layer, zinc layer or Be provided plastic coating.
  • the coating is then directed against the interior. Since some cladding components directly adjoin a supporting structure or truss whose surface is usually hot-dip galvanized or provided with a zinc coating, the side surface of the supporting layer directed towards the interior is preferably provided with a zinc layer.
  • corrosion problems due to local formation of condensate can be avoided at the contact points between the supporting structure and the cladding component, since the contacting parts have the same potential in the electrochemical series of voltages.
  • the surface of the load-bearing layer can be provided with a coating even before being joined to the cover layer to form a composite steel sheet.
  • the composite steel sheet may include a polymer layer which is disposed between the supporting layer and the cover layer and firmly bonds them together.
  • This polymer layer still has an extremely positive advantage.
  • trim components structure forms a resonance box whose resonance frequencies can be in the range of occurring during operation of the escalator or moving walk vibration frequencies. Therefore, often damping mats and damping elements must be installed to reduce the operating noise and noticeable to the user vibrations of the escalator or the moving walk.
  • the polymer layer of the composite steel sheet already has vibration-damping properties, so that the cladding components already have sound-absorbing properties and possibly less or no sound-deadening measures are required. The thicker and more viscous the polymer layer is, the better the damping properties of the cladding component.
  • the polymer layer may have a thickness of 0.05 mm to 4.0 mm, preferably 0.5 mm to 2.5 mm.
  • the supporting layer and the covering layer can also be connected to each other by roll-plating.
  • several, consisting of different materials layers can be arranged one above the other on the supporting layer.
  • the side surfaces of the supporting layer may be hot-dip galvanized and the polymer layer and the cover layer on this be arranged hot-dip galvanized side surfaces.
  • the supporting layer can also be provided by means of an adhesion-promoting coating, as it can be produced, for example, by phosphating.
  • a covering layer made of corrosion-resistant steel can also be arranged on each side surface of the supporting layer.
  • the cladding components may be made of composite steel sheets of different thicknesses.
  • the supporting layer may for example have a thickness of 0.5 mm to 3.5 mm, preferably 0.8 mm to 1.5 mm and the cover layer may have a thickness of 0.03 mm to 1.5 mm, preferably 0.1 mm to 0.8 mm.
  • the escalator or moving walk at least one interior, which is delimited by at least one trim component against the environment of the escalator or the moving walk.
  • this does not mean that the interior is delimited from the environment only by one or more cladding components.
  • At least the stepped belt of the escalator or the pallet band of the moving walkway also delimit the interior from the environment, with systemic gaps are present through which humid air, water and dirt can penetrate into the interior.
  • At least one interior of the escalator or moving walk for example, the structure, parts of at least one Balustradensockels and / or parts of at least one balustrade can be arranged.
  • an escalator or a moving walkway also have a plurality of interiors, so that not all parts of the escalator or the moving walk are arranged in the same interior.
  • the composite steel sheet may have at least one opening for receiving fasteners.
  • the at least one breakthrough can be made by means of a punch that penetrates under shear pressure in the composite steel sheet and punched out the breakthrough.
  • the cover layer can also be pulled along here. Therefore, the cutting edge of the opening formed by the punching can be at least partially covered by the cover layer of the composite steel sheet.
  • the at least one breakthrough can also by means of a punch, which penetrates under shear pressure in the composite steel sheet and punched out the breakthrough and by means of an embossing die, cold forming the breakthrough at least on the cutting edge, be made.
  • a punch which penetrates under shear pressure in the composite steel sheet and punched out the breakthrough
  • an embossing die cold forming the breakthrough at least on the cutting edge, be made.
  • the embossing die can also form further contours in the region of the aperture, for example a countersink for the head of a screw serving as a fastener, a projection serving as a spacer, a projection directed towards the interior or a bead encircling the aperture and the like.
  • a cover layer covering the cut edge of the opening prevents the bearing layer from possibly corroding in the region of the cut edge.
  • a possible method for embossing a breakthrough of the aforementioned type in a composite steel sheet of an escalator or a moving walkway may comprise the steps of first piercing the opening with a punch that penetrates under shear pressure into the composite steel sheet.
  • the breakthrough at the cutting edge can then be stamped by cold stamping by means of an embossing stamp, wherein after embossing the cut edge of the opening formed by the blanking is covered by a cover layer of the composite steel sheet.
  • the embossing stamp thus presses the existing in the region of the cutting edge cover layer through the opening through to the side surface of the composite steel sheet, which is directed in the assembled state against the interior of the escalator or the moving walk.
  • the cut edges may also be sealed by other means, such as a drop of silicone sealant or an adhesive.
  • edges of the composite steel sheet may have cut edges that are also at least partially covered by the top layer of the composite steel sheet. As a result, as explained in connection with the cutting edge, the corroding of the cut edges is at least reduced.
  • One possible method for producing cut edges of the aforementioned type on a composite steel sheet of an escalator or moving walk may include the step of having a cutting tool having a fixed cutting edge and a movable cutting edge.
  • the fixed cutting edge and the movable cutting edge perform under shear an oblique cutting motion which extends at a shear angle to the vertical or vertical direction of the side surface of the composite steel sheet, so that during the shearing the cover layer is entrained by the movable cutting edge and thereby by the shearing formed cut edge of the composite steel sheet is covered by the entrained cover layer of the composite steel sheet.
  • the shear angle ⁇ can be between 0 ° to 30 ° with respect to the vertical.
  • a chamfer can be formed on the cutting edge of the movable cutting edge whose chamfer angle is aligned between -90 ° to 15 ° to the vertical or perpendicular of a side surface of the composite steel sheet.
  • the chamfer height of the chamfer can be between 0 to 3mm. Since corrosion-resistant steel has a high elongation at break, this material is extremely well suited to be pulled over the cutting edge by means of the aforementioned method.
  • FIG. 1 is schematically shown in elevation an escalator 1 with a structure 10 or truss 10.
  • the escalator 1 connects a lower level E1 with an upper level E2.
  • a circumferential step belt 11 is arranged, which is deflected in the upper plane E2 and in the lower plane E1 and thus has a leading portion and a returning portion.
  • the representation of the returning section was dispensed with, as well as the representation of ribs, guide rails, raceways, rail blocks and a drive unit.
  • the escalator 1 further comprises two balustrades 12 which extend along each longitudinal side of the step belt 11, wherein in the FIG. 1 only the front in the viewing plane balustrade 12 is visible.
  • a handrail 14 is arranged circumferentially, wherein the returning portion is arranged in a balustrade base 13, which connects the balustrade 12 with the Tagwerk 10.
  • At least one side of the structure 10 is clad with a plurality of trim components 20, 21, 22, 23, 24, 25, 26.
  • the trim components 20, 21, 22, 23, 24, 25, 26 extend in height above the structure 10 and the balustrade base 13 and are substantially made of composite sheet steel.
  • the balustrade 12 may be clad with cladding components 31, 32, 33 made of composite steel sheet.
  • FIG. 2 shows in side view in schematic representation a moving walkway 50 which is arranged on a supporting structure 51.
  • a supporting structure 51 is a floor with a pit 65 which has sufficient strength.
  • the moving walkway 50 can also be mounted on another supporting structure, for example on a truss that connects two floors of a building, on girders and the like.
  • the moving walkway 50 can also be mounted on a flat floor without a pit 65 if it is arranged between two ramps.
  • the two ramps are recommended so that the user can easily reach the height or level of the pallet band 58 of the moving walk 50.
  • the floor 51 has receptacles 52, on which the components of the moving walk 50 are fastened. These components include a first deflection region 53 and a second deflection region 54 and support structures 55 arranged between the deflection regions 53, 54, running rails 56, balustrades 57 with balustrade base 64 and the circulating pallet band 58. Since part of the moving walk 50 is embedded in the pit 65 , only the part of the moving walkway 50 projecting above the floor level N1-N2 of the floor 51 has to be clad with cladding components 71, 72, 73, 74, 75, 76.
  • FIG. 3 shows the in the FIG. 1 specified section AA of the escalator 1.
  • the guide of the handrail 14 at the top of the balustrades 12 and within the balustrade pedestal 13 can be seen.
  • the section AA shows, the structure 10, the balustrade base 13 and the balustrades 12 are clad with cladding components 23, 27, 28, 33, 34, 35, so that through the cladding components 23, 27, 28, 33, 34, 35 and the step band 11 an interior 19 is delimited against the surroundings of the escalator 1.
  • Each of these trim components 23, 27, 28, 33, 34, 35 comprises at least one multilayer composite steel sheet 40, wherein the composite steel sheet 40 includes at least one low alloy steel sheet bearing layer 42 and a corrosion resistant steel overlay 41.
  • the cover layer 41 is arranged on one of the two side surfaces 43, 44 of the composite steel sheet 40.
  • the load-bearing layer 42 does not necessarily have to be the same or thick in all trim components 23, 27, 28, 33, 34, 35. Their thickness or thickness can be selected to suit the respective expected loads.
  • the load-bearing layer of the facing member 34 of the balustrade 12 directed against the step band 11 may be thicker than the supporting layer 42 of the siding member 27, because in the area of the balustrades 12 much greater loads such as bumps and knocks of users are expected are.
  • the cover layers 41 of all lining components 23, 27, 28, 33, 34, 35 made of corrosion-resistant steel are directed against the surroundings of the escalator 1.
  • the lining components 23, 27, 28, 33, 34, 35 can also have openings 45.
  • the Indian FIG. 2 illustrated breakthrough 45 allows the implementation of a sprinkler head 46 through the trim component 27.
  • the sprinkler head 46 is part of a sprinkler system not shown.
  • the balustrade 12 has an inner structure 47 or Balustradenmaschine 47, which support a handrail 48 of the handrail 14. Further, on the inner structure 47, arranged in section AA panel members 33, 34 are attached.
  • the balustrade base 13 also has base parts 49 made of steel profiles, to which the trim components 35 serving as base plates and the trim components 28 serving as covers are fastened.
  • angular profiles 30 can be arranged between the lateral cladding components and the cladding component serving as a soffit, which preferably extend in their longitudinal extent over a plurality of cladding components 23 and 27 arranged next to one another.
  • These angle profiles 30 may, for example, also made of composite steel sheet, but also of corrosion-resistant steel sheet, even under the names stainless steel, NIROSTA or INOX steel sheet be known, made.
  • FIG. 4 is the moving walk 50 of the FIG. 2 shown in cross section BB.
  • the support structure 55, the rails 56 and the pallet belt 58 correspond to those in the FIG. 2 shown components, which is why they have the same reference numerals.
  • the support structure 55 has two supports 66, which are rigidly connected to one another by a transverse strut 67.
  • the terms “bottom” and “top” used below define the location of the mounting portions on the support 66 when installed and are related to the direction of gravity.
  • a foot mounting portion 68 is formed at the lower end. This has a height adjustment 69 in order to compensate for unevenness or level differences of the supporting structure 51.
  • the bracket 66 has a rail mounting portion 61 to which the rail 56 is fixed.
  • the running rail 56 is C-shaped in cross-section to its longitudinal extent and includes both an upper track 62 for the pallet band section of the leader, and a lower track 63 for the pallet portion of the return. Between the rails 56 a pallet of the forward flow and a pallet of the return of the pallet belt 58 is shown, which are laterally connected to roller chains 59.
  • the roller chains 59 run with their rollers on the raceways 62, 63.
  • the balustrade attachment portions 85 with the clamping devices 86 disposed thereon for receiving the two balustrades, 57 are shown.
  • the two balustrades 57 are configured as Glasbalustraden, as used for example in escalators 1 and 50 driving in department stores or airports.
  • a handrail guide mounting portion 91 is formed on the bracket 66 to which guide members such as the illustrated handrail guide roller 92 can be fixed.
  • guide members such as the illustrated handrail guide roller 92 can be fixed.
  • handrail guide rails can be attached to these handrail guide mounting portions 91.
  • the support structures 55 up to the floor level N1 - N2 and the balustrade base 64 are clad with the cladding components 74, 77, 78, so that through the cladding components 74, 77, 78 and through the pit walls 51A of the fixed structure 51 and the pallet band 58 an interior 79 is delimited against the surroundings of the moving walk 50.
  • FIG. 5 is the in FIG. 3 and FIG. 4 shown enlarged with "D" section, so that the layer sequences of the made of composite steel sheets 110, 120 cladding components 28/77, 23/74 are better visible. Because the FIG. 5 shows both a detail D of the escalator 1 and a section D of the moving walkway 50, the individual components, where necessary, each with two separated by a slash reference numerals, the first reference number of the escalator 1 and the second reference assigned to the moving walkway 50 is.
  • the detail D shows a corner of the balustrade pedestal 13/64 of the escalator 1 and the moving walk 50.
  • a receiving plate 101 is welded, which has a threaded bore 102 for receiving a countersunk screw 103.
  • the receiving plate 101 can also be screwed, clinched, riveted or simply be molded on the base part 49 and on the support 66.
  • the cladding component 23/74 which bears against the receiving plate 101 and serves as a side wall is made from a composite steel sheet 110 which has a supporting layer 119 made of low-alloy steel sheet, for example of a carbon steel or structural steel.
  • a coating 112 preferably a zinc layer, for example, by hot-dip galvanizing, powder coating, by galvanic coating method or by spraying a zinc-containing paint applied. Since the receiving plate 101 is protected by means of a zinc layer 104 from corrosion, are two components to each other, whose surfaces with respect to the electrochemical series have no potential difference.
  • the coating 112 may also be a tin layer or plastic coating.
  • the side surface 113 of the cladding component 23/74 directed against the surroundings of the escalator 1 or the moving walk 50 has a cover layer 114 of corrosion-resistant steel, for example high-alloy chromium-nickel steel, which is connected, for example, by a polymer layer to the supporting layer 119.
  • the polymer layer of the aforementioned type must have viscoelastic properties so that the composite steel sheet 110 can also be cold-worked without the individual layers 119, 114 detaching from one another (delaminating).
  • a mixture of a rubber-containing first dispersion with an acrylic acid ester copolymer and a colloidal second dispersion of a chloropenpolymer for bonding the supporting layer 119 and the cover layer 114 can be used.
  • epoxy resins or moisture-crosslinking polyurethane adhesives or sealants for elastomers are suitable for the intended use.
  • the cover layer 114 may also be connected to the supporting layer 119 by roll-plating.
  • the cladding component 28/77 serving as a cover of the balustrade pedestal 13/64 is made of a composite steel sheet 120 which has a cover layer 122, 124 of corrosion-resistant steel on both side surfaces 121, 123 of its supporting layer 129 made of low-alloy sheet steel.
  • the two cover layers 122, 124 may be glued to the supporting layer 129 or connected by means of roll cladding. Since the two cladding components 28/77 and 23/74 touch with their made of corrosion-resistant steel cover layers 114, 122 in the region of the countersunk screw 103, no potential difference is here also with respect to the electrochemical voltage series available.
  • the countersunk screw 103 is made of corrosion-resistant steel.
  • both cladding components 28/77, 23/74 are fastened to the receiving plate 101 by means of a countersunk screw 103, both have an opening 115, 125 assigned to this countersunk screw 103.
  • the opening 125 of the covering component 28/77 serving as a cover has a conically shaped by embossing formation, which receives the head of the countersunk screw 103 so that it does not protrude.
  • the cut edges 116, 126 of both apertures 115, 125 are covered by the respective cover layer 114, 124. Therefore, the opening 115 of serving as a side wall cladding component 23/74 is conical.
  • the cut edges 117, 127 at the edge regions of the lining components 28/77, 23/74 are also covered by the covering layer 114, 124 directed towards the surroundings. Two examples of how cut edges covered by the cover layer are described below are described.
  • FIGS. 6A to 6C show by means of in the FIG. 5 described covering components 23/74 various stages of a possible production covered cut edges 117 in its edge regions.
  • FIGS. 6A to 6C Not only the supporting layer 119, the covering layer 114 and the coating 112 are shown, but also the polymer layer 118, which firmly connects the covering layer 114 with the supporting layer 119. From that in the FIGS. 6A to 6C shown cutting tool only a fixed blade 140 and a movable blade 141 is shown. Basically, this cutting tool hardly differs from conventional sheet metal shears. When shearing performs the movable blade 141 relative to the fixed blade 140, however, an oblique cutting movement Z at a shear angle ⁇ relative to the vertical V or perpendicular V of the side surface 113, or to the thickness of the composite steel sheet 110 of the cladding component 23/74.
  • a chamfer 143 is formed on the cutting edge 142 of the movable blade 141.
  • the chamfer 143 has a chamfer height P and is arranged at the chamfer angle ⁇ to the thickness of the composite steel sheet 110, or to the vertical V of the side surface 113, at the cutting edge 142 of the movable blade 141.
  • a chamfer edge 144 is present, which is aligned with the inclusion of the cutting movement Z exactly to a sharp cutting edge 146 of the fixed cutting edge 140.
  • the chamfer height P and its chamfer angle ⁇ must be matched to the material properties of the composite steel sheet 110 to be cut and the shear angle ⁇ , whereby the ideal values can be empirically determined by means of experiments.
  • the shear angle ⁇ between 0 ° to 30 °, the chamfer angle ⁇ between -90 ° to 15 ° and the chamfer height P between 0 and 2mm can be selected.
  • the shear angle ⁇ between 5 ° to 20 °, the chamfer angle ⁇ between -85 ° to -60 ° and the chamfer height P between 0.5mm and 1.0mm.
  • the angle values are given in the clockwise direction with positive, the angle values in the counterclockwise direction with a negative sign.
  • the cover layer 114 is not smoothly cut during shearing due to the oblique cutting movement Z and the chamfer 143, but pulled along during the shearing by the movable blade 141. Since the fixed cutting edge 140 has a sharp-edged cutting edge 146, the coating 112 and the supporting layer 119 are cut through there until the edge of the blade 144 passes by the cutting edge 146.
  • the covering layer 114 which has become considerably thinner due to the drawing in this region, is also severed, as shown in FIG. 6C is shown.
  • the cut edge 117 of the composite steel sheet 110 formed by the shearing is covered or covered by the cover layer 114 of the composite steel sheet 110. Since corrosion-resistant steel has a high elongation at break, this material is extremely well suited to be pulled over the cutting edge 117 by means of the aforementioned method.
  • the cut edge 117 may be sealed with the same polymer material, for example by dipping or spraying.
  • the contours of existing from composite steel sheet 110 parts of a trim component 23/74 can also be worked out by water jet cutting or laser cutting. If the cut edges 117 machined in this way are likewise to be covered by the covering layer 114, the covering layer 114 can be rolled, for example by means of a rolling tool, over the cutting edge 117 or pressed or drawn over the cutting edge 117 by means of a pressing tool. However, the cut edge 117 can also be covered in a liquid-tight manner with a self-adhesive sealing strip or a liquid-applied, hardening polymer layer. The same naturally also applies to the cut edges 127 of the lining component 28/77.
  • FIGS. 7A and 7B show by means of in the FIG. 5 described covering component 28/77 various steps of producing a covered cut edge 126 of the opening 125th
  • the tool has a punch 150, a punch 151, and a die 152.
  • the composite steel sheet 120 of the trim member 28/77 is placed on the die die 152 and aligned. Subsequently, as in the FIG. 7A symbolized by the arrow in the axial direction F 1 , punched out by means of the punch 150 of the opening 125. Since an opening 125 for a countersunk screw is to be created in the present example, this opening 125 has a circular cross-sectional area, which is why the punch 150 and the punch 151 are rotationally symmetrical.
  • the stamper 151 is tubular, wherein the shaft 154 of the punch 150 is disposed in the bore 155 of the stamper 151. By this arrangement, the punch 151 is guided linearly by the shaft 154.
  • the stamper 151 is delivered against the Gensenk matrix 152 after the use of the punch 150.
  • the stamping die 151 has an embossing surface 156 in order to press the material of the composite steel sheet 120 into a recess 157 of the die matrix 152.
  • the bearing layer 129 is deformed in the region of the opening 125 in such a way that a conical seat for the screw head is formed.
  • the cover layer 124 facing the stamping die 151 is pulled over the cutting edge 126 previously produced by the punch 150 and thus the Cutting edge 126 covered by the cover layer 124.
  • this point can be sealed by means of a silicone sealant.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Escalators And Moving Walkways (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Laminated Bodies (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (11)

  1. Escalier mécanique (1) ou trottoir roulant (50) comprenant au moins un espace intérieur (19, 79) qui est délimité par au moins un composant de revêtement (20, 21, 22, 23, 24, 25, 26, 27, 28, 31, 32, 33, 34, 35, 71, 72, 73, 74, 75, 76, 77, 78) par rapport à l'environnement de l'escalier mécanique (1) ou du trottoir roulant (50), le composant de revêtement (20, ..., 78) comportant au moins une tôle d'acier composite multicouche (40, 110, 120), caractérisé en ce que la tôle d'acier composite (40, 110, 120) contient au moins une couche support (42, 119, 129) en tôle d'acier faiblement alliée et au moins une couche de recouvrement (41, 114, 122, 124) en acier inoxydable, l'au moins une couche de recouvrement (41, 114, 122, 124) est disposée sur l'une des deux faces latérales (43, 44, 111, 113, 121, 123) de la tôle d'acier composite (40, 110, 120) et l'au moins une couche de recouvrement (41, 114, 122, 124) du composant de revêtement (20,..., 78) qui est monté sur l'escalier mécanique (1) ou le trottoir roulant (50) est orientée vers l'environnement.
  2. Escalier mécanique (1) ou trottoir roulant (50) selon la revendication 1, dans lequel la face latérale (111), opposée à la couche de recouvrement (41, 114, 122, 124), de la couche support (42, 119, 129) est dotée d'un revêtement (112), de préférence d'une couche d'étain, d'une couche de cuivre, d'une couche de zinc ou d'un revêtement en matière synthétique et, à l'état monté, le revêtement (112) est orienté vers l'espace intérieur (19, 79).
  3. Escalier mécanique (1) ou trottoir roulant (50) selon la revendication 1 ou 2, dans lequel la tôle d'acier composite (40, 110, 120) contient une couche polymère (118), qui est disposée entre la couche support (42, 119, 129) et la couche de recouvrement (41, 114, 122, 124) et qui les relie l'une à l'autre.
  4. Escalier mécanique (1) ou trottoir roulant (50) selon la revendication 3, dans lequel la couche de polymère (118) a une épaisseur de 0,05 mm à 4,0 mm, de préférence de 0,5 mm à 2,5 mm.
  5. Escalier mécanique (1) ou trottoir roulant (50) selon la revendication 1 ou 2, dans lequel la couche support (42, 119, 129) et la couche de recouvrement (41, 114, 122, 124) sont reliées entre elles par plaquage-laminage.
  6. Escalier mécanique (1) ou trottoir roulant (50) selon l'une des revendications 1 à 5, dans lequel la couche support (42, 119, 129) a une épaisseur de 0,5 mm à 3,5 mm, de préférence de 0,8 mm à 1,5 mm et la couche de recouvrement (41, 114, 122, 124), a une épaisseur de 0,03 mm à 0,5 mm, de préférence de 0,1 mm à 0,3 mm.
  7. Escalier mécanique (1) ou trottoir roulant (50) selon l'une des revendications 1 à 6, dans lequel l'un au moins des composants mentionnés ci-dessous est disposé dans au moins un espace intérieur (19, 79) : une ossature de soutien (10), des structures de support (55), des parties d'au moins une embase de balustrade (13, 64) ou des parties d'au moins une balustrade (12).
  8. Escalier mécanique (1) ou trottoir roulant (50) selon l'une des revendications 1 à 7, dans lequel le composant de revêtement (20, ..., 78) comporte au moins un passage (45, 115, 125).
  9. Escalier mécanique (1) ou trottoir roulant (50) selon la revendication 8, dans lequel le passage (45, 115, 125) est pratiqué au moyen d'un poinçon (150) qui pénètre par cisaillement sous pression dans la tôle d'acier composite (40, 110, 120) du composant de revêtement (20, ..., 78) et découpe le passage (45, 115, 125), le bord de coupe (116, 126) du passage (45, 115, 125), formé par le poinçonnage étant recouvert au moins en partie par la couche de recouvrement (41, 114, 122, 124) de la tôle d'acier composite (40, 110, 120).
  10. Escalier mécanique (1) ou trottoir roulant (50) selon la revendication 9, dans lequel le passage (45, 115, 125) est pratiqué au moyen d'un poinçon (150), qui pénètre par cisaillement sous pression dans la tôle d'acier composite (40, 110, 120) du composant de revêtement (20, ..., 78) et découpe le passage (45, 115, 125), et au moyen d'un poinçon d'estampage (151), qui forme à froid par matriçage le passage (45, 115, 125) au moins sur son bord de coupe (116, 126), après le matriçage le bord de coupe (116, 126) ; formé par le poinçonnage, du passage (45, 115, 125) est recouvert par la couche de recouvrement (41, 114, 122, 124) de la tôle d'acier composite (40, 110, 120).
  11. Escalier mécanique (1) ou trottoir roulant (50) selon l'une des revendications 1 à 10, dans lequel la tôle d'acier composite (40, 110, 120) du composant de revêtement (20, ..., 78) comporte des bords de coupe (117, 217) qui sont recouverts au moins en partie par la couche de recouvrement (41, 114, 122, 124) de la tôle d'acier composite (40, 110, 120).
EP15733708.0A 2014-07-17 2015-06-30 Composant de revêtement pour escalier mécanique ou trottoir roulant Active EP3169617B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15733708T PL3169617T3 (pl) 2014-07-17 2015-06-30 Osłonowy element konstrukcyjny schodów ruchomych lub chodnika ruchomego

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP14177559 2014-07-17
PCT/EP2015/064868 WO2016008721A1 (fr) 2014-07-17 2015-06-30 Composant de revêtement pour escalier mécanique ou trottoir roulant

Publications (2)

Publication Number Publication Date
EP3169617A1 EP3169617A1 (fr) 2017-05-24
EP3169617B1 true EP3169617B1 (fr) 2018-05-23

Family

ID=51211096

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15733708.0A Active EP3169617B1 (fr) 2014-07-17 2015-06-30 Composant de revêtement pour escalier mécanique ou trottoir roulant

Country Status (19)

Country Link
US (1) US9908747B2 (fr)
EP (1) EP3169617B1 (fr)
KR (1) KR20170032394A (fr)
CN (1) CN106660755B (fr)
AR (1) AR101226A1 (fr)
AU (1) AU2015291347B2 (fr)
BR (1) BR112017000734B1 (fr)
CA (1) CA2954698A1 (fr)
CL (1) CL2017000096A1 (fr)
CO (1) CO2017000381A2 (fr)
ES (1) ES2674394T3 (fr)
IL (1) IL249973A0 (fr)
MX (1) MX2017000710A (fr)
PH (1) PH12017500081A1 (fr)
PL (1) PL3169617T3 (fr)
RU (1) RU2017104907A (fr)
SG (1) SG11201700358XA (fr)
TW (1) TWI648215B (fr)
WO (1) WO2016008721A1 (fr)

Family Cites Families (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3247947A (en) 1963-07-02 1966-04-26 Westinghouse Electric Corp Passenger conveyors
US3991877A (en) * 1975-02-20 1976-11-16 Westinghouse Electric Corporation Transportation apparatus
US4488631A (en) * 1982-07-16 1984-12-18 Westinghouse Electric Corp. Balustrade
CH664790A5 (de) * 1984-08-10 1988-03-31 Inventio Ag Verkleidung des balustradensockels einer fahrtreppe oder eines fahrsteiges.
EP0208443B1 (fr) 1985-06-28 1991-12-04 Nippon Kokan Kabushiki Kaisha Amortisseur de vibrations en feuille composite d'acier
US4635756A (en) 1985-07-09 1987-01-13 Westinghouse Electric Corp. Elevator cab
JPS6216892A (ja) 1985-07-15 1987-01-26 Nippon Kokan Kk <Nkk> 耐食性および溶接性に優れた高強度ステンレスクラツド鋼板の製造方法
US5186302A (en) * 1992-04-10 1993-02-16 Otis Elevator Company Escalator skirt and deck panel installation
US5307919A (en) * 1993-04-26 1994-05-03 Otis Elevator Company Balustrade panel height fixing device
US5542522A (en) * 1993-04-26 1996-08-06 Otis Elevator Company Balustrade assembly and method for assembling a balustrade assembly
US5366060A (en) * 1993-10-07 1994-11-22 Johnson Gerald E Balustrade handrail entry housing
US5355990A (en) * 1993-11-29 1994-10-18 Otis Elevator Company Balustrade handrail entry safety device
US5421076A (en) * 1993-12-23 1995-06-06 Otis Elevator Company Method for assembling a balustrade for a people moving device using an adjustable assembly jig
US5458220A (en) * 1994-07-01 1995-10-17 Otis Elevator Company Balustrade for a passenger conveyor
CA2237028C (fr) * 1997-06-13 2002-11-12 Jean-Marc Caron Dispositif de dissuasion d'utilisation dangereuse d'une main courante
MY129702A (en) * 2001-12-19 2007-04-30 Inventio Ag Support construction
FI117242B (fi) * 2004-06-02 2006-08-15 Kone Corp Liukukäytävä, -ramppi tai -porras
CN2717908Y (zh) 2004-06-11 2005-08-17 窦林风 用于自动扶梯的装饰板
EP1749786B1 (fr) * 2005-08-04 2012-10-17 Inventio AG Escalier mécanique
CN100478268C (zh) * 2006-08-18 2009-04-15 西子奥的斯电梯有限公司 易拆卸的扶梯外盖板
JP5314920B2 (ja) 2008-04-24 2013-10-16 株式会社日立製作所 乗客コンベア
EP2339085A1 (fr) 2009-12-22 2011-06-29 Denis Zago Elément préfabriqué pour la construction d'extensions d'immeubles et extensions d'immeubles ainsi réalisées
CN104126094A (zh) 2011-12-21 2014-10-29 因温特奥股份公司 用于自动扶梯、移动步道或升降梯轿厢的能够被照亮的嵌板
EP2838828B1 (fr) * 2012-04-18 2016-05-18 Inventio AG Panneau transparent pouvant être éclairé pour un escalier roulant, un trottoir roulant ou une cabine d'ascenseur
EP2935078B1 (fr) * 2012-12-19 2017-03-15 Inventio AG Support de balustrade pour un escalier roulant ou un trottoir roulant

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
US9908747B2 (en) 2018-03-06
CO2017000381A2 (es) 2017-03-31
PH12017500081A1 (en) 2017-05-22
TW201607874A (zh) 2016-03-01
AU2015291347B2 (en) 2018-09-13
MX2017000710A (es) 2017-10-20
CN106660755A (zh) 2017-05-10
EP3169617A1 (fr) 2017-05-24
PL3169617T3 (pl) 2018-12-31
AR101226A1 (es) 2016-11-30
WO2016008721A1 (fr) 2016-01-21
BR112017000734A2 (pt) 2017-11-14
CN106660755B (zh) 2019-03-15
TWI648215B (zh) 2019-01-21
CL2017000096A1 (es) 2017-07-14
BR112017000734B1 (pt) 2021-12-28
ES2674394T3 (es) 2018-06-29
IL249973A0 (en) 2017-03-30
SG11201700358XA (en) 2017-02-27
KR20170032394A (ko) 2017-03-22
CA2954698A1 (fr) 2016-01-21
AU2015291347A1 (en) 2017-02-02
US20170210601A1 (en) 2017-07-27
RU2017104907A (ru) 2018-08-17

Similar Documents

Publication Publication Date Title
EP2751008B1 (fr) Escalier mécanique ou tapis roulant avec une tôle inférieure
EP3044153B1 (fr) Palette pour un trottoir roulant ou marche pour un escalier roulant
EP3099617A1 (fr) Palette de trottoir roulant ou marche d&#39;escalier mécanique
DE10110996B4 (de) Wandelement für eine Ladegutsicherungsvorrichtung und Verfahren zu dessen Herstellung
EP3169617B1 (fr) Composant de revêtement pour escalier mécanique ou trottoir roulant
EP1847330B1 (fr) Procédé de production d&#39;un profil tubulaire à partir d&#39;un matériau métallique en bande
DE60009330T2 (de) Vorrichtung und verfahren zur befestigung eines flachelements an einem fahrzeug
EP3269877B1 (fr) Palier intermédiaire de rail
EP1880968A1 (fr) Utilisation de glissières de montage destinées à l&#39;utilisation dans un sabot de guidage d&#39;une installation d&#39;ascenseur, procédé destiné à la mise en service d&#39;une installation d&#39;ascenseur tout comme ensemble de montage correspondant et une installation d&#39;ascenseur correspondante
DE4022444A1 (de) Verfahren zum festen verbinden von metallischen bauteilen mit einem ebenfalls metallischen traeger
DE202005001437U1 (de) Rinnenabdeckung für eine Rinne
DE202006012140U1 (de) Modularer, begehbarer Belag für Gerüste
WO2019048306A1 (fr) Unité marche pour installation de transport de personnes ainsi que procédé pour fabriquer une unité marche
EP0647476A1 (fr) Construction de parois pour une cabine d&#39;une installation de peinture
DE20320425U1 (de) Flächiges Hybrid-Bauelement
WO2013123987A1 (fr) Élément formant plaque pour système de fixation d&#39;un rail, point de fixation pour rail et procédé de fabrication d&#39;un élément formant plaque
DE202008014640U1 (de) Fahrtreppe oder Fahrsteig
EP3364057B1 (fr) Dispositif de fixation d&#39;éléments en forme de plaque sur des éléments de support plats disposés au-dessous des dits éléments en forme de plaque
DE19602075B4 (de) Stahl-Fertiggarage, die statisch und stabilitätsmäßig beanspruchte Bauelemente aus Stahlblech aufweist
EP0736436B1 (fr) Véhicule ferroviaire
EP1574632A2 (fr) Mur en construction sèche
DE202015004903U1 (de) Dachaufbau für ein Kraftfahrzeug
WO2014202169A1 (fr) Garniture de tamis
WO2020057884A1 (fr) Toit de véhicule
DE19627410A1 (de) Plattform für Hubladebühnen

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20170112

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20171218

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: GERMAN

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1001366

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180615

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 4

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502015004388

Country of ref document: DE

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2674394

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20180629

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

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: 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: 20180823

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: 20180523

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: 20180523

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: 20180523

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: 20180823

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

Ref country code: HR

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

Effective date: 20180523

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: 20180523

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: 20180824

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: 20180523

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

Ref country code: RO

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

Effective date: 20180523

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: 20180523

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: 20180523

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: 20180523

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502015004388

Country of ref document: DE

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: 20180523

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20180630

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: 20180523

Ref country code: LU

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

Effective date: 20180630

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

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: 20180630

26N No opposition filed

Effective date: 20190226

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: 20180523

Ref country code: BE

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

Effective date: 20180630

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

Ref country code: NL

Payment date: 20190619

Year of fee payment: 5

Ref country code: PL

Payment date: 20190531

Year of fee payment: 5

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

Ref country code: TR

Payment date: 20190620

Year of fee payment: 5

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

Ref country code: CH

Payment date: 20190619

Year of fee payment: 5

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: 20180523

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: 20180523

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

Ref country code: PT

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

Effective date: 20180523

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

Ref country code: MK

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

Effective date: 20180523

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: 20150630

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: 20180523

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

Ref country code: IS

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

Effective date: 20180923

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20200701

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

Ref country code: CH

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

Effective date: 20200630

Ref country code: LI

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

Effective date: 20200630

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 1001366

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200630

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

Ref country code: AT

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

Effective date: 20200630

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 NON-PAYMENT OF DUE FEES

Effective date: 20200630

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

Ref country code: PL

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

Effective date: 20200630

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

Ref country code: NL

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

Effective date: 20200701

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

Ref country code: FR

Payment date: 20230622

Year of fee payment: 9

Ref country code: DE

Payment date: 20230627

Year of fee payment: 9

Ref country code: CZ

Payment date: 20230628

Year of fee payment: 9

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

Ref country code: IT

Payment date: 20230620

Year of fee payment: 9

Ref country code: GB

Payment date: 20230620

Year of fee payment: 9

Ref country code: ES

Payment date: 20230721

Year of fee payment: 9