EP2619123B1 - People conveyor - Google Patents

People conveyor Download PDF

Info

Publication number
EP2619123B1
EP2619123B1 EP11755357.8A EP11755357A EP2619123B1 EP 2619123 B1 EP2619123 B1 EP 2619123B1 EP 11755357 A EP11755357 A EP 11755357A EP 2619123 B1 EP2619123 B1 EP 2619123B1
Authority
EP
European Patent Office
Prior art keywords
sheet metal
conveying equipment
persons
persons according
metal part
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
EP11755357.8A
Other languages
German (de)
French (fr)
Other versions
EP2619123A1 (en
Inventor
David Krampl
Gerd Heinemann
Thomas Novacek
Michael Matheisl
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 EP11755357.8A priority Critical patent/EP2619123B1/en
Publication of EP2619123A1 publication Critical patent/EP2619123A1/en
Application granted granted Critical
Publication of EP2619123B1 publication Critical patent/EP2619123B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B23/00—Component parts of escalators or moving walkways
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B21/00—Kinds or types of escalators or moving walkways
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B23/00—Component parts of escalators or moving walkways
    • B66B23/14—Guiding means for carrying surfaces

Definitions

  • the invention relates to a passenger conveyor with manufactured from sheet metal parts side walls according to the definition of the independent claim.
  • the support structure has at least one truss element, which is formed in one piece and as a flat, unprofiled, cut plate.
  • the truss element can be worked out, for example, from a metal sheet.
  • the constructed from the truss elements side walls have substantially as much supporting material in the form of webs or straps, as are necessary for the exercise of the support function.
  • stiffeners are provided in the form of angle profiles.
  • the supporting walls are connected by means of transverse frames, which consist of cross connectors and ribs.
  • An escalator has become known whose supporting walls are made of sheet metal parts.
  • Stiffeners provided in the form of angle profiles.
  • the supporting walls are stiffened by means of ribs and connected by means of transverse webs.
  • a moving walkway in which made of sheet metal parts side walls carry the lanes for the pallet rollers. Balustrade supports support the balustrade and strengthen the side walls. A truss stiffens the supporting walls of the moving walkway.
  • the advantages achieved by the invention are essentially to be seen in the fact that the support structure can be built with few and easily produced parts and the production costs can be kept low.
  • certain components simultaneously perform several functions such as stiffening, guiding, covering and shooters.
  • the component for stiffening the side wall also forms the base plate in the conveyor element area and also serves the horizontal guidance of the conveying elements in the flow.
  • the carriageways for the conveyor element rollers and chain rollers also serve to stiffen the side wall.
  • the component for stiffening the side wall at the lower end also serves to guide in the horizontal direction of the conveying elements in the return.
  • the passenger conveyor is much slimmer than before.
  • Slim-fitting in width Passenger conveyors are more efficient to transport, less expensive, easier to install, easier to retrofit, easier to install and require less building volume, less pave width and less storage space.
  • the slim-building passenger conveyors can also be installed, for example, in modernization, in existing supporting structures or trusses.
  • a conveyor element is a step and in a moving walk a conveyor element is a pallet.
  • Fig. 1 and Fig. 1a show schematically an embodiment of an escalator 1 with a step belt 2 with steps 2.1 for the transport of people and / or objects in the flow.
  • the endless step belt 2 returns.
  • the per side wall 3 provided balustrade with handrail.
  • a side wall 3 consists essentially of at least one sheet metal part 4, which contributes to the longitudinal stiffness of the escalator 1 and usually consists of an upper half sheet metal part 4.1 and a lower half sheet half 4.2.
  • the sheet metal halves 4.1, 4.2 are made of a, unprofiled, flat metal sheet, as in connection with Fig. 2 described. With the construction of the sheet metal part 4 according Fig.
  • a sheet metal part For stiffening a sheet metal part at least one approximately over the height of the sheet metal part 4 reaching rib 5 is provided, which is connected to a central transverse web 6.
  • the rib 5 forms together with the associated rib of the opposite side wall and the central crosspiece 6 an H, hereinafter called H-frame, which ensures mainly the lateral stiffness of the escalator 1.
  • H-frame an H, hereinafter called H-frame
  • a box-like upper stiffener 7 with stiffening web 7.1 and a box-like lower stiffener 8 are provided per side wall 3, which together with the sheet metal part 4 along the entire length of the escalator form a cavity that provides space for electrical Lines, signal lines, lines for fire protection, etc ..
  • the upper stiffener 7 meets in addition to the stiffening of the escalator 1 another function, it also forms a base of the balustrade, not shown, and leads the steps 2.1 in the horizontal transverse direction. As in Fig. 4 shown, the upper stiffener 7 also serves as a support and vertical limit for chain rollers.
  • the lower stiffener 8 of a side wall 3 is connected by means of at least one lower transverse web 12 with the lower stiffening of the other side wall 3 and met together with the stiffening of the escalator 1 another function, it also serves together with a first lane 9 as a second lane 8.1 for the steps 2.1 in the return and leads the steps 2.1 in the horizontal transverse direction.
  • the lower stiffener 8 is connected by means of welding or riveting or clinching or gluing with the lower sheet metal half 4.2.
  • a third lane 10 and a fourth lane 11 are provided, which are supported by the middle crossbar 6.
  • the lanes 9, 10, 11 are dimensioned accordingly, so that they are essential to Stiffen the escalator 1 contribute.
  • the lanes 9, 10, 11 are connected by means of welding or riveting or clinching or gluing with the lower half sheet metal half 4.2 or with the upper half sheet metal half 4.1.
  • Fig. 2 shows produced from the sheet metal sheet 4.0, for example, matching sheet metal halves 4.1, 4.2 for the production of the side wall 3.
  • the metal sheet 4.0 is divided along a dividing line 4.01 in two halves.
  • One half of the sheet metal part for example the upper half of the sheet metal part 4.1, is displaced as shown by a broken line and connected to the lower half sheet half 4.2 on the impact side 4.03.
  • An example hexagonal recess 4.3 has been formed without loss of material.
  • Fig. 3 shows sheet metal halves made from a metal sheet that form recesses 4.3.
  • the sheet metal thickness of the metal sheet 4.0 is, for example, 3 mm to 6 mm and may vary depending on the span of the escalator.
  • the lower half sheet half 4.2 together with the upper half sheet metal half a height h of for example 950 mm, about 80 mm less than an escalator in conventional construction with a Truss for comparable lifting heights and comparable transport capacities.
  • the width of the escalator over the ribs is for example about 1250 mm, about 250 mm less than an escalator in conventional construction with a truss for comparable lifting heights and comparable transport capacities.
  • Fig. 4 shows a cross-section through the escalator Fig. 1 and Fig. 1a , The essential parts have already been described above.
  • chain rollers 13 On the third lane 10 run chain rollers 13.
  • the upper stiffener 7 prevents the chain rollers 13 stand in the lead VL from their lane 10.
  • a first side guide member 14 is shown, which leads, as mentioned above, the stage 2.1 in the forward VL in the horizontal transverse direction and is supported on the upper stiffener 7.
  • Step rollers 15 run in the lead VL on the fourth lane 11 and return RL on the first lane 9.
  • the chain rollers 13 run in the return RL on the second lane 8.1, which is formed by the lower stiffener 8.
  • each stage side is a second Side guide member 16 is shown, which, as mentioned above, the stage 2.1 in the return RL leads in the horizontal transverse direction and is supported on the lower support.
  • Each side wall 3 can also be double-walled, wherein the double wall consists for example of parallel stiffened with ribs 5 sheet metal parts 4.
  • Sheet metal parts 4, stiffeners 7, 8, H-frame and roadways 9, 10, 11, 12 together replace in terms of statics, load capacity and rigidity, the previously used, conventional truss.
  • an undervoltage extending parallel to the side walls 3 and underneath the side walls 3 may be provided, which has tension elements for absorbing tensile forces in the escalator or in the moving walk.

Description

Die Erfindung betrifft eine Personenfördereinrichtung mit aus Blechteilen gefertigten Seitenwänden gemäss der Definition des unabhängigen Patentanspruchs.The invention relates to a passenger conveyor with manufactured from sheet metal parts side walls according to the definition of the independent claim.

Aus der Schrift EP 1 321 424 A1 ist eine Tragkonstruktion für eine Fahrtreppe oder einen Fahrsteig bekannt geworden. Die Tragkonstruktion weist mindestens ein Fachwerkelement auf, das einstückig und als flächige, unprofilierte, geschnittene Platte ausgebildet ist. Das Fachwerkelement kann beispielsweise aus einem Blech herausgearbeitet sein. Die aus den Fachwerkelementen aufgebauten Seitenwände weisen im wesentlichen soviel tragendes Material in Form von Stegen oder Trägern auf, wie für die Ausübung der Tragfunktion nötig sind. Im oberen Bereich der Tragwände sind Versteifungen in der Form von Winkelprofilen vorgesehen. Ausserdem sind die Tragwände mittels Querrahmen verbunden, die aus Querverbindern und Rippen bestehen.From the Scriptures EP 1 321 424 A1 a support structure for an escalator or moving walk has become known. The support structure has at least one truss element, which is formed in one piece and as a flat, unprofiled, cut plate. The truss element can be worked out, for example, from a metal sheet. The constructed from the truss elements side walls have substantially as much supporting material in the form of webs or straps, as are necessary for the exercise of the support function. In the upper part of the supporting walls stiffeners are provided in the form of angle profiles. In addition, the supporting walls are connected by means of transverse frames, which consist of cross connectors and ribs.

Aus der Schrift EP 1 142 819 B1 ist eine Fahrtreppe bekannt geworden, bei der sich die Stufen in horizontaler Richtung im Vorlauf am Balustradensockel und im Rücklauf am Fahrbahnprofil abstützen. Je Stufe ist beispielsweise eine geschmierte Rollkugel oder eine Laufrolle vorgesehen, die im Vorlauf am mittels Profilschienen ausgesteiften Sockelblech und im Rücklauf an der Fahrbahnprofil-Seitenwand abrollt.From the Scriptures EP 1 142 819 B1 an escalator has become known in which the steps are supported in the horizontal direction in the flow on the balustrade base and in the return on the roadway profile. For each level, for example, a lubricated trackball or a roller is provided, which rolls in the lead on stiffened by means of rails rail base plate and in the return on the road side profile.

Aus der Schrift JP 2003 335486 A ist eine Fahrtreppe bekannt geworden, deren Tragwände aus Blechteilen gefertigt sind. Im oberen und unteren Bereich der Tragwände sind Versteifungen in der Form von Winkelprofilen vorgesehen. Außerdem sind die Tragwände mittels Rippen versteift und mittels Querstegen verbunden.From the Scriptures JP 2003 335486 A An escalator has become known whose supporting walls are made of sheet metal parts. In the upper and lower part of the supporting walls are Stiffeners provided in the form of angle profiles. In addition, the supporting walls are stiffened by means of ribs and connected by means of transverse webs.

Aus der Schrift GB 2 121 748 ist ein Fahrsteig bekannt geworden, bei dem aus Blechteilen gefertigte Seitenwände die Fahrbahnen für die Palettenrollen tragen. Balustradenstützen unterstützen die Balustrade und verstärken die Seitenwände. Ein Fachwerk steift die Tragwände des Fahrsteigs aus.From the Scriptures GB 2 121 748 is known a moving walkway, in which made of sheet metal parts side walls carry the lanes for the pallet rollers. Balustrade supports support the balustrade and strengthen the side walls. A truss stiffens the supporting walls of the moving walkway.

Mit der in Anspruch 1 beanspruchten Personenfördereinrichtung wird die Aufgabe gelöst, eine Tragkonstruktion zu schaffen, die im Vergleich zu einem Fachwerk einfach aufgebaut ist.With the claimed in claim 1 passenger conveyor, the problem is solved to provide a support structure that is simple compared to a truss.

Vorteilhafte Weiterbildungen der Erfindung sind in den abhängigen Patentansprüchen angegeben.Advantageous developments of the invention are specified in the dependent claims.

Die durch die Erfindung erreichten Vorteile sind im wesentlichen darin zu sehen, dass die Tragkonstruktion mit wenigen und einfach herstellbaren Teilen aufbaubar ist und die Herstellkosten tief gehalten werden können. Im Weiteren erfüllen bestimmte Bauteile gleichzeitig mehrere Funktionen wie beispielsweise Aussteifen, Führen, Abdecken und Schützen. Das Bauteil zur Aussteifung der Seitenwand bildet zugleich das Sockelblech im Förderelementbereich und dient zugleich der horizontalen Führung der Förderelemente im Vorlauf. Die Fahrbahnen für die Förderelementrollen und Kettenrollen dienen zugleich der Aussteifung der Seitenwand. Das Bauteil zur Aussteifung der Seitenwand am unteren Ende dient auch der Führung in horizontaler Richtung der Förderelemente im Rücklauf.The advantages achieved by the invention are essentially to be seen in the fact that the support structure can be built with few and easily produced parts and the production costs can be kept low. In addition, certain components simultaneously perform several functions such as stiffening, guiding, covering and shooters. The component for stiffening the side wall also forms the base plate in the conveyor element area and also serves the horizontal guidance of the conveying elements in the flow. The carriageways for the conveyor element rollers and chain rollers also serve to stiffen the side wall. The component for stiffening the side wall at the lower end also serves to guide in the horizontal direction of the conveying elements in the return.

Mit den mehrfachfunktionellen Bauteilen und mit der Anordnung der Rippen an der Aussenseite der Seitenwand baut die Personenfördereinrichtung wesentlich schlanker als wie bisher. In der Breite schlank bauende Personenfördereinrichtungen sind effizienter transportierbar, kostengünstinger, einfacher montierbar, einfacher nachrüstbar, einfacher einbringbar und beanspruchen weniger Gebäudevolumen, weniger Einbaubreite und weniger Abstellfläche. Die schlank bauenden Personenfördereinrichtungen können auch, beispielsweise bei Modernisierungen, in bestehende Tragkonstruktionen oder Fachwerke eingebaut werden. Anhand der folgenden detaillierten Beschreibung und der beiliegenden Figuren wird die vorliegende Erfindung näher erläutert.With the multi-functional components and with the arrangement of the ribs on the outside of the side wall, the passenger conveyor is much slimmer than before. Slim-fitting in width Passenger conveyors are more efficient to transport, less expensive, easier to install, easier to retrofit, easier to install and require less building volume, less pave width and less storage space. The slim-building passenger conveyors can also be installed, for example, in modernization, in existing supporting structures or trusses. Reference to the following detailed description and the accompanying figures, the present invention will be explained in more detail.

Es zeigen:

  • Fig. 1 eine schematische, dreidimensionale Ansicht einer aus Blechteilen gefertigten Personenfördereinrichtung,
  • Fig. 1a einen Längsschnitt durch die Personenfördereinrichtung der Fig. 1,
  • Fig. 2 eine materialverlustfreie Herstellung von Blechteilhälften,
  • Fig. 3 aus einer Blechtafel hergestellte Blechteilhälften und
  • Fig. 4 einen Querschnitt durch die Personenfördereinrichtung gemäss Fig. 1 und Fig. 1a.
Show it:
  • Fig. 1 a schematic, three-dimensional view of a made of sheet metal parts passenger conveyor,
  • Fig. 1a a longitudinal section through the passenger conveyor of Fig. 1 .
  • Fig. 2 a material loss-free production of sheet metal halves,
  • Fig. 3 Sheet metal halves produced from a metal sheet and
  • Fig. 4 a cross section through the passenger conveyor according to Fig. 1 and Fig. 1a ,

Im folgenden wird ein Ausführungsbeipiel der Personenfördereinrichtung mit zu einem Endlosband zusammengefügten Förderelementen anhand einer Fahrtreppe mit Stufen erläutert. Die Erläuterungen gelten sinngemäss auch für einen Fahrsteig mit Paletten. Bei einer Fahrtreppe ist ein Förderelement eine Stufe und bei einem Fahrsteig ist ein Förderelement eine Palette.In the following, an exemplary embodiment of the passenger conveyor is explained with connected to an endless belt conveyor elements using an escalator with steps. The explanations apply mutatis mutandis to a moving walk with pallets. In an escalator, a conveyor element is a step and in a moving walk a conveyor element is a pallet.

Fig. 1 und Fig. 1a zeigen schematisch ein Ausführungsbeispiel einer Fahrtreppe 1 mit einem Stufenband 2 mit Stufen 2.1 für den Transport von Personen und/oder Gegenständen im Vorlauf. Im Rücklauf kehrt das endlose Stufenband 2 zurück. Nicht dargestellt ist die je Seitenwand 3 vorgesehene Balustrade mit Handlauf. Eine Seitenwand 3 besteht im Wesentlichen aus mindestens einem Blechteil 4, das zur Längssteifigkeit der Fahrtreppe 1 beiträgt und üblicherweise aus einer oberen Blechteilhälfte 4.1 und einer unteren Blechteilhälfte 4.2 besteht. Die Blechteilhälften 4.1, 4.2 sind aus einer, unprofilierten, ebenen Blechtafel gefertigt, wie in Verbindung mit Fig. 2 beschrieben. Mit der Bauweise des Blechteils 4 gemäss Fig. 2 sind keine für die Statik der Fahrtreppe 1 unnötigen Partien der Blechteilhälften 4.1, 4.2 zu entfernen. Mit der Trennlinie gemäss Fig. 2 entstehen beispielsweise sechseckige Aussparungen 4.3, die zur Gewichtseinsparung und zur effizienten Materialausnutzung beitragen. Zwei benachbarte Blechteilhälften 4.1, 4.2 werden üblicherweise an der Stossseite zusammengebaut, beispielsweise zusammengeschweisst oder zusammengeklebt oder mittels clinchen verbunden. Fig. 1 and Fig. 1a show schematically an embodiment of an escalator 1 with a step belt 2 with steps 2.1 for the transport of people and / or objects in the flow. In the return, the endless step belt 2 returns. Not shown is the per side wall 3 provided balustrade with handrail. A side wall 3 consists essentially of at least one sheet metal part 4, which contributes to the longitudinal stiffness of the escalator 1 and usually consists of an upper half sheet metal part 4.1 and a lower half sheet half 4.2. The sheet metal halves 4.1, 4.2 are made of a, unprofiled, flat metal sheet, as in connection with Fig. 2 described. With the construction of the sheet metal part 4 according Fig. 2 are not for the statics of the escalator 1 unnecessary parts of the sheet metal halves 4.1, 4.2 to remove. With the dividing line according to Fig. 2 For example, hexagonal recesses 4.3 are created, which contribute to weight savings and efficient material utilization. Two adjacent sheet metal halves 4.1, 4.2 are usually assembled on the impact side, for example, welded together or glued together or connected by clinching.

Zur Aussteifung eines Blechteils ist mindestens ein etwa über die Höhe des Blechteils 4 reichende Rippe 5 vorgesehen, der mit einem mittleren Quersteg 6 verbunden ist. Die Rippe 5 bildet zusammen mit der zugehörigen Rippe der gegenüberliegenden Seitenwand und dem mittleren Quersteg 6 eine H, im Weiteren H-Rahmen genannt, der vorwiegend die Seitensteifigkeit der Fahrtreppe 1 gewährleistet. Mit den an der Aussenseite 3.1 der Seitenwand 3 angeordneten Rippen 5 baut die Fahrtreppe schlanker und mit weniger Aussenbreite als eine Fahrtreppe mit herkömmlicher Tragkonstruktion.For stiffening a sheet metal part at least one approximately over the height of the sheet metal part 4 reaching rib 5 is provided, which is connected to a central transverse web 6. The rib 5 forms together with the associated rib of the opposite side wall and the central crosspiece 6 an H, hereinafter called H-frame, which ensures mainly the lateral stiffness of the escalator 1. With the ribs 5 arranged on the outside 3.1 of the side wall 3, the escalator builds slimmer and with less External width as an escalator with conventional support structure.

Zur weiteren Versteifung, beispielsweise Biegeversteifung der Fahrtreppe 1 sind je Seitenwand 3 eine kastenartige obere Aussteifung 7 mit Versteifungssteg 7.1 und eine kastenartige untere Aussteifung 8 vorgesehen, die zusammen mit dem Blechteil 4 entlang der gesamten Länge der Fahrtreppe einen Hohlraum bilden, der Platz bietet für elektrische Leitungen, Signalleitungen, Leitungen für den Feuerschutz, etc.. Die obere Aussteifung 7 erfüllt nebst der Versteifung der Fahrtreppe 1 eine weitere Funktion, sie bildet zugleich einen Sockel der nicht dargestellten Balustrade und führt die Stufen 2.1 in horizontaler Querrichtung. Wie in Fig. 4 dargestellt dient die obere Aussteifung 7 auch als Abstützung und vertikale Begrenzung für Kettenrollen.For further stiffening, such as bending stiffening the escalator 1, a box-like upper stiffener 7 with stiffening web 7.1 and a box-like lower stiffener 8 are provided per side wall 3, which together with the sheet metal part 4 along the entire length of the escalator form a cavity that provides space for electrical Lines, signal lines, lines for fire protection, etc .. The upper stiffener 7 meets in addition to the stiffening of the escalator 1 another function, it also forms a base of the balustrade, not shown, and leads the steps 2.1 in the horizontal transverse direction. As in Fig. 4 shown, the upper stiffener 7 also serves as a support and vertical limit for chain rollers.

Die untere Aussteifung 8 der einen Seitenwand 3 ist mittels mindestens eines unteren Querstegs 12 mit der unteren Aussteifung der anderen Seitenwand 3 verbunden und erfüllt nebst der Versteifung der Fahrtreppe 1 eine weitere Funktion, sie dient zugleich zusammen mit einer ersten Fahrbahn 9 als zweite Fahrbahn 8.1 für die Stufen 2.1 im Rücklauf und führt die Stufen 2.1 in horizontaler Querrichtung. Die untere Aussteifung 8 wird mittels Schweissen oder Nieten oder Clinchen oder Kleben mit der unteren Blechteilhälfte 4.2 verbunden.The lower stiffener 8 of a side wall 3 is connected by means of at least one lower transverse web 12 with the lower stiffening of the other side wall 3 and met together with the stiffening of the escalator 1 another function, it also serves together with a first lane 9 as a second lane 8.1 for the steps 2.1 in the return and leads the steps 2.1 in the horizontal transverse direction. The lower stiffener 8 is connected by means of welding or riveting or clinching or gluing with the lower sheet metal half 4.2.

Im Vorlauf sind für die Stufen 2.1 eine dritte Fahrbahn 10 und eine vierte Fahrbahn 11 vorgesehen, die vom mittleren Quersteg 6 getragen werden. Die Fahrbahnen 9, 10, 11 sind entsprechend dimensioniert, so dass sie wesentlich zur Versteifung der Fahrtreppe 1 beitragen. Die Fahrbahnen 9, 10, 11 werden mittels Schweissen oder Nieten oder Clinchen oder Kleben mit der unteren Blechteilhälfte 4.2 bzw. mit der oberen Blechteilhälfte 4.1 verbunden.In the lead for the steps 2.1, a third lane 10 and a fourth lane 11 are provided, which are supported by the middle crossbar 6. The lanes 9, 10, 11 are dimensioned accordingly, so that they are essential to Stiffen the escalator 1 contribute. The lanes 9, 10, 11 are connected by means of welding or riveting or clinching or gluing with the lower half sheet metal half 4.2 or with the upper half sheet metal half 4.1.

Fig. 2 zeigt aus der Blechtafel 4.0 hergestellte, beispielsweise übereinstimmende Blechteilhälften 4.1, 4.2 zur Fertigung der Seitenwand 3. Die Blechtafel 4.0 wird entlang einer Trennlinie 4.01 in zwei Hälften aufgeteilt. Die eine Blechteilhälfte, bespielsweise die obere Blechteilhälfte 4.1, wird wie mit unterbrochener Linie dargestellt verschoben und an der Stossseite 4.03 mit der unteren Blechteilhälfte 4.2 verbunden. Eine beispielsweise sechseckige Aussparung 4.3 ist gebildet worden ohne Materialverlust. Fig. 2 shows produced from the sheet metal sheet 4.0, for example, matching sheet metal halves 4.1, 4.2 for the production of the side wall 3. The metal sheet 4.0 is divided along a dividing line 4.01 in two halves. One half of the sheet metal part, for example the upper half of the sheet metal part 4.1, is displaced as shown by a broken line and connected to the lower half sheet half 4.2 on the impact side 4.03. An example hexagonal recess 4.3 has been formed without loss of material.

Fig. 3 zeigt aus einer Blechtafel hergestellte Blechteilhälften, die Ausparungen 4.3 bilden. Die Blechtafel 4.0 weist beipielsweise eine Länge von l = 6000 mm auf, wobei im Abstand a von beispielsweise 1200 mm eine Rippe 5, ein mittlerer Quersteg 6 und ein unterer Quersteg 12 vorgesehen sind. Zwischen zwei Rippen 5 ergeben sich zwei von der oberen Blechteilhälfte 4.1 und der unteren Blechteilhälfte 4.2 gebildete Aussparungen 4.3. Die Blechdicke der Blechtafel 4.0 ist beispielsweise 3 mm bis 6 mm und kann varieren je nach Spannweite der Fahrtreppe. Bei einer Spannweite von etwa 16 m wird eine Blechdicke von etwa 6 mm eingesetzt, bei Spannweiten von etwa 10 m wird eine Blechdicke von etwa 3 mm eingesetzt. Die Streckgrenze des Blechtafelblechs liegt zwischen 235 N/mm2 und 460 N/mm2. Im gezeigten Ausführungsbeispiel haben die untere Blechteilhälfte 4.2 zusammen mit der oberen Blechteilhälfte eine Höhe h von beispielsweise 950 mm, etwa 80 mm weniger als eine Fahrtreppe in herkömmlicher Bauweise mit einem Fachwerk für vergleichbare Hubhöhen und vergleichbare Beförderungskapazitäten. Die Breite der Fahrtreppe über die Rippen gemessen beträgt beispielsweise etwa 1250 mm, etwa 250 mm weniger als eine Fahrtreppe in herkömmlicher Bauweise mit einem Fachwerk für vergleichbare Hubhöhen und vergleichbare Beförderungskapazitäten. Fig. 3 shows sheet metal halves made from a metal sheet that form recesses 4.3. The metal sheet 4.0 has, for example, a length of l = 6000 mm, with a rib 5, a middle transverse web 6 and a lower transverse web 12 being provided at a spacing of, for example, 1200 mm. Between two ribs 5, there are two recesses 4.3 formed by the upper sheet-metal half 4.1 and the lower sheet metal half 4.2. The sheet metal thickness of the metal sheet 4.0 is, for example, 3 mm to 6 mm and may vary depending on the span of the escalator. With a span of about 16 m, a sheet thickness of about 6 mm is used, with spans of about 10 m, a sheet thickness of about 3 mm is used. The yield strength of the sheet metal panel is between 235 N / mm 2 and 460 N / mm 2 . In the illustrated embodiment, the lower half sheet half 4.2 together with the upper half sheet metal half a height h of for example 950 mm, about 80 mm less than an escalator in conventional construction with a Truss for comparable lifting heights and comparable transport capacities. The width of the escalator over the ribs is for example about 1250 mm, about 250 mm less than an escalator in conventional construction with a truss for comparable lifting heights and comparable transport capacities.

Fig. 4 zeigt einen Schnitt in Querrichtung durch die Fahrtreppe nach Fig. 1 und Fig. 1a. Die wesentlichen Teile sind bereits oben beschrieben worden. Auf der dritten Fahrbahn 10 laufen Kettenrollen 13. Die obere Aussteifung 7 verhindert, dass die Kettenrollen 13 im Vorlauf VL von ihrer Fahrbahn 10 abheben. Im Weiteren ist je Stufenseite ein erstes Seitenführungselement 14 gezeigt, das wie oben erwähnt, die Stufe 2.1 im Vorlauf VL in horizontaler Querrichtung führt und sich dabei an der oberen Aussteifung 7 abstützt. Stufenrollen 15 laufen im Vorlauf VL auf der vierten Fahrbahn 11 und im Rücklauf RL auf der ersten Fahrbahn 9. Die Kettenrollen 13 laufen im Rücklauf RL auf der zweiten Fahrbahn 8.1, die gebildet wird durch die untere Aussteifung 8. Im Weiteren ist je Stufenseite ein zweites Seitenführungselement 16 gezeigt, das wie oben erwähnt, die Stufe 2.1 im Rücklauf RL in horizontaler Querrichtung führt und sich dabei an der unteren Abstützung abstützt. Fig. 4 shows a cross-section through the escalator Fig. 1 and Fig. 1a , The essential parts have already been described above. On the third lane 10 run chain rollers 13. The upper stiffener 7 prevents the chain rollers 13 stand in the lead VL from their lane 10. In addition, each stage side, a first side guide member 14 is shown, which leads, as mentioned above, the stage 2.1 in the forward VL in the horizontal transverse direction and is supported on the upper stiffener 7. Step rollers 15 run in the lead VL on the fourth lane 11 and return RL on the first lane 9. The chain rollers 13 run in the return RL on the second lane 8.1, which is formed by the lower stiffener 8. Furthermore, each stage side is a second Side guide member 16 is shown, which, as mentioned above, the stage 2.1 in the return RL leads in the horizontal transverse direction and is supported on the lower support.

Jede Seitenwand 3 kann auch doppelwandig ausgeführt sein, wobei die Doppelwand beispielsweise aus parallelen mit Rippen 5 ausgesteiften Blechteilen 4 besteht.Each side wall 3 can also be double-walled, wherein the double wall consists for example of parallel stiffened with ribs 5 sheet metal parts 4.

Blechteile 4, Aussteifungen 7, 8, H-Rahmen und Fahrbahnen 9, 10, 11, 12 zusammen ersetzen in Sachen Statik, Tragfähigkeit und Steifigkeit das bisher verwendete, herkömmliche Fachwerk.Sheet metal parts 4, stiffeners 7, 8, H-frame and roadways 9, 10, 11, 12 together replace in terms of statics, load capacity and rigidity, the previously used, conventional truss.

An der Fahrtreppe oder am Fahrsteig kann auch eine parallel zu den Seitenwänden 3 und unterhalb der Seitenwände 3 verlaufende Unterspannung vorgesehen ist, die Zugelemente zur Aufnahme von Zugkräften in der Fahrtreppe oder im Fahrsteig aufweist.On the escalator or on the moving walkway, an undervoltage extending parallel to the side walls 3 and underneath the side walls 3 may be provided, which has tension elements for absorbing tensile forces in the escalator or in the moving walk.

Claims (13)

  1. Conveying equipment (1) for persons, comprising sheet metal parts (4), which form side walls (3) and are stiffened by means of ribs (5), and an endless belt (2), which is movable between the side walls (3), with conveyor elements (2.1), wherein the endless belt (2) in a forward run (VL) conveys persons and/or goods and returns in a return run (RL) and wherein the conveyor elements (2.1) of the endless belt (2) comprise rollers (13, 15), which roll on travel tracks (8.1, 9, 10, 11), and stiffeners (7, 8) arranged over the entire length of the conveying equipment (1) for persons are provided in the forward run region and the return run region at the side walls and the ribs (5) are arranged at outer sides (3.1) of the side walls (3), wherein the ribs (5) of one side wall (3) are connected with the ribs (5) of the other side wall (3) by means of transverse webs (6), characterised in that in each instance a rib (5) of the one side wall (3), the associated rib (5) of the other side wall (3) and a centre transverse web (6) form an H-frame.
  2. Conveying equipment (1) for persons according to claim 1, wherein the stiffeners (7, 8) are provided for increasing the stiffness of the conveying equipment (1) for persons and for guidance of the conveyor elements (2.1) in the forward run (VL) and return run (RL).
  3. Conveying equipment (1) for persons according to one of claims 1 and 2, wherein an upper stiffener (7) is provided as a balustrade base and as a guide in the forward run (VL) of the conveyor elements (2.1) in horizontal transverse direction.
  4. Conveying equipment (1) for persons according to claim 3, wherein the upper stiffener (7) is provided as a guide in the forward run (VL) of the conveyor elements (2.1) in vertical direction.
  5. Conveying equipment (1) for persons according to any one of the preceding claims, wherein a lower stiffener (8) is provided as a travel track (8.1) for rollers (13) and as a guide in the return run (RL) of the steps (2.1) in horizontal transverse direction.
  6. Conveying equipment (1) for persons according to any one of the preceding claims, wherein the sheet metal parts (4) are formed from lower and upper sheet metal part halves (4.1, 4.2) and an upper sheet metal part half (4.1) and a lower sheet metal part half (4.2) are produced from a sheet metal panel (4.0) without loss of material.
  7. Conveying equipment (1) for persons according to claim 6, wherein the sheet metal parts (4) have cut-outs (4.3) formed from the upper and the lower sheet metal part halves (4.1, 4.2).
  8. Conveying equipment (1) for persons according to one of claim 6 and 7, wherein the sheet metal part halves (4.1, 4.2) form the side walls (3).
  9. Conveying equipment (1) for persons according to any one of claims 6 to 8, wherein the ribs (5) are arranged at the sheet metal part halves (4.1, 4.2).
  10. Conveying equipment (1) for persons according to any one of claims 6 to 9, wherein the sheet metal panel plate of the sheet metal part halves (4.1, 4.2) has a plate thickness and a yield strength depending on the respective span width of the conveying equipment (1) for persons.
  11. Conveying equipment (1) for persons according to any one of claims 6 to 10, wherein the sheet metal panel plate of the sheet metal part halves (4.1, 4.2) has a sheet thickness between 3 millimetres and 6 millimetres and a yield strength between 235 N/mm2 and 460 N/mm2.
  12. Conveying equipment (1) for persons according to any one of the preceding claims, wherein each side wall (3) is of double-wall construction and consists of parallel sheet metal parts (4) stiffened by ribs (5).
  13. Conveying equipment (1) for persons according to any one of the preceding claims, wherein an underneath truss extending parallel to the side walls (3) and below the side walls (3) and having tension elements for acceptance of tension forces in the conveying equipment for persons is provided.
EP11755357.8A 2010-09-24 2011-09-16 People conveyor Active EP2619123B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP11755357.8A EP2619123B1 (en) 2010-09-24 2011-09-16 People conveyor

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP10179457A EP2433893A1 (en) 2010-09-24 2010-09-24 Passenger transport device
EP11755357.8A EP2619123B1 (en) 2010-09-24 2011-09-16 People conveyor
PCT/EP2011/066064 WO2012038328A1 (en) 2010-09-24 2011-09-16 People conveyor

Publications (2)

Publication Number Publication Date
EP2619123A1 EP2619123A1 (en) 2013-07-31
EP2619123B1 true EP2619123B1 (en) 2014-11-12

Family

ID=43535877

Family Applications (2)

Application Number Title Priority Date Filing Date
EP10179457A Withdrawn EP2433893A1 (en) 2010-09-24 2010-09-24 Passenger transport device
EP11755357.8A Active EP2619123B1 (en) 2010-09-24 2011-09-16 People conveyor

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP10179457A Withdrawn EP2433893A1 (en) 2010-09-24 2010-09-24 Passenger transport device

Country Status (11)

Country Link
US (1) US8919527B2 (en)
EP (2) EP2433893A1 (en)
KR (1) KR101953400B1 (en)
CN (1) CN103118967B (en)
AU (1) AU2011304447A1 (en)
BR (1) BR112013006847B1 (en)
CA (1) CA2812426A1 (en)
HK (1) HK1184774A1 (en)
MX (1) MX2013003303A (en)
WO (1) WO2012038328A1 (en)
ZA (1) ZA201302893B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102022118001A1 (en) 2022-07-19 2024-01-25 Tk Elevator Innovation And Operations Gmbh Supporting structure for an escalator or moving walkway

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9193568B2 (en) * 2012-01-06 2015-11-24 Mitsubishi Electric Corporation Passenger conveyor
CN104229612B (en) * 2013-06-07 2017-04-12 通力股份公司 Truss device and escalator or moving walk
JP2017514772A (en) * 2014-04-30 2017-06-08 インベンテイオ・アクテイエンゲゼルシヤフトＩｎｖｅｎｔｉｏ Ａｋｔｉｅｎｇｅｓｅｌｌｓｃｈａｆｔ Truck system for escalators or moving walkways
CN107001002B (en) * 2014-08-07 2019-03-26 奥的斯电梯公司 The lattice construction for passenger conveyors including single wall profile
KR102067754B1 (en) * 2015-11-17 2020-01-17 미쓰비시덴키 가부시키가이샤 Passenger conveyor
WO2019029993A1 (en) * 2017-08-10 2019-02-14 Inventio Ag Passenger-conveying arrangement with a non-metallic running rail
KR102111240B1 (en) * 2019-10-14 2020-05-14 주식회사 킵스 Integral side guide rail for remodeling or renewal the escalator and its assembly method
CN112482979B (en) * 2020-11-23 2022-09-13 上海建工二建集团有限公司 Synchronous up-down semi-automatic construction escalator and use method thereof

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2010662A1 (en) * 1970-03-06 1971-09-16 Maschf Augsburg Nuernberg Ag Construction for means of transport such as moving walks, escalators or the like
US3682289A (en) * 1970-11-23 1972-08-08 Westinghouse Electric Corp Apparatus for guiding a conveyor
ZA742751B (en) * 1974-04-30 1975-06-25 Mechaniplan Ltd Improvements in conveyors
JPS53140789A (en) * 1977-05-11 1978-12-08 Hitachi Ltd Balustrade for man conveyor
JPS54170596U (en) * 1978-05-22 1979-12-01
CH648811A5 (en) * 1980-12-23 1985-04-15 Inventio Ag GUIDE DEVICE FOR THE RUNNING ELEMENTS OF CONTINUOUSLY CONVEYORS, ESPECIALLY ESCALATORS.
JPS58193880A (en) * 1982-04-30 1983-11-11 株式会社日立製作所 Method of repairing man conveyor
EP1142819B1 (en) 2000-03-27 2008-11-05 Inventio Ag Guiding device for escalator stairs or palettes of a moving walkway
US20020175039A1 (en) * 2001-05-11 2002-11-28 Fargo Richard N. Escalator support structure
CA2390783C (en) * 2001-07-02 2009-12-29 Inventio Ag Escalator or moving walkway with support structure
EP1321424B1 (en) 2001-12-19 2015-10-28 Inventio AG Truss for escalator
JP2003335486A (en) * 2002-05-16 2003-11-25 Hitachi Ltd Man conveyor and method for conveyor assembling works
DE202004004178U1 (en) * 2004-03-17 2004-09-23 Thyssenkrupp Fahrtreppen Gmbh Escalator or moving walk
ES2397840T3 (en) * 2005-08-04 2013-03-11 Inventio Ag Mechanical stair

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102022118001A1 (en) 2022-07-19 2024-01-25 Tk Elevator Innovation And Operations Gmbh Supporting structure for an escalator or moving walkway

Also Published As

Publication number Publication date
KR101953400B1 (en) 2019-02-28
AU2011304447A1 (en) 2013-04-04
US8919527B2 (en) 2014-12-30
EP2433893A1 (en) 2012-03-28
CN103118967B (en) 2016-05-04
MX2013003303A (en) 2013-08-21
BR112013006847A2 (en) 2016-06-07
KR20130140679A (en) 2013-12-24
CN103118967A (en) 2013-05-22
CA2812426A1 (en) 2012-03-29
EP2619123A1 (en) 2013-07-31
BR112013006847B1 (en) 2020-12-15
US20120073934A1 (en) 2012-03-29
WO2012038328A1 (en) 2012-03-29
HK1184774A1 (en) 2014-01-30
ZA201302893B (en) 2014-06-25

Similar Documents

Publication Publication Date Title
EP2619123B1 (en) People conveyor
EP2838830B1 (en) Crane, particularly bridge crane or gantry crane, comprising at least one crane girder
EP2906493B1 (en) Crane, in particular overhead crane or gantry crane, comprising at least two crane girders
EP2882635B1 (en) Overhead conveyor structure on top of a gantry
EP3148919B1 (en) Crane girder for a crane
DE102012102809A1 (en) Crane, in particular overhead crane or gantry crane, with at least one crane girder
DE102012109588A1 (en) Crane, in particular overhead crane or gantry crane, with at least one crane girder
EP2417048B2 (en) Device for transporting persons
EP2935077B1 (en) Moving staircase or moving walkway with a transparent balustrade
EP3336048B1 (en) Shelf serving device
EP1321424A1 (en) Truss for escalator
DE102011081061A1 (en) Crane bridge for overhead crane, has continuous plate-shaped fiber composite webs that are extended in bridge longitudinal direction
WO2014139842A1 (en) Mast assembly for an industrial truck
DE3302422A1 (en) Face conveyor means for underground mining
EP2018339B1 (en) Escalator or moving walkway
EP1453752B1 (en) Escalator with a small peripheral height
EP2011760B1 (en) Steel crane track support system for high operational demands
EP3744617A1 (en) Chassis of a commercial vehicle with longitudinal beams and cross beams
EP0291678B1 (en) Inclined lift having a cage sliding along the guide rails
CH616198A5 (en) Parking facility for motor vehicles
EP1669515B1 (en) Steel-sheet bridging plank
DE202015008498U1 (en) Ladder and elevator with such a ladder
DE2035455A1 (en)
AT310082B (en) Conveyors, in particular moving walkways with straight, curved and upward or downward running tracks
DE202004017033U1 (en) System for bridging of travel routes for especially heavy-duty vehicles has lifting device supported on longitudinal beam and movable along it and connectable to vehicle

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: 20130308

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

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: 20140814

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: AT

Ref legal event code: REF

Ref document number: 695596

Country of ref document: AT

Kind code of ref document: T

Effective date: 20141115

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: DE

Ref legal event code: R096

Ref document number: 502011004974

Country of ref document: DE

Effective date: 20141224

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20141112

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: 20150212

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: 20150312

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: 20141112

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: 20141112

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: 20141112

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: 20150312

Ref country code: ES

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: 20141112

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

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: 20141112

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: 20141112

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: 20150213

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: 20141112

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: 20141112

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: 20141112

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: 20141112

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 18288

Country of ref document: SK

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

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: 20141112

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: 20141112

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: 20141112

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502011004974

Country of ref document: DE

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

26N No opposition filed

Effective date: 20150813

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: 20141112

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: 20141112

Ref country code: LU

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: 20150916

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

Effective date: 20150916

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: GB

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

Effective date: 20150916

Ref country code: IE

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

Effective date: 20150916

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: 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: 20141112

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

Ref country code: HU

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

Effective date: 20110916

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: 20141112

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: 20141112

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

Ref country code: BE

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

Effective date: 20150930

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

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

Ref country code: MK

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

Effective date: 20141112

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

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: 20141112

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: CH

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

Effective date: 20190930

Ref country code: LI

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

Effective date: 20190930

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

Ref country code: CZ

Payment date: 20200916

Year of fee payment: 10

Ref country code: FR

Payment date: 20200928

Year of fee payment: 10

Ref country code: SK

Payment date: 20200907

Year of fee payment: 10

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

Ref country code: AT

Payment date: 20200918

Year of fee payment: 10

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

Ref country code: IT

Payment date: 20200923

Year of fee payment: 10

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 18288

Country of ref document: SK

Effective date: 20210916

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 695596

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210916

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

Ref country code: CZ

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

Effective date: 20210916

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

Ref country code: SK

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

Effective date: 20210916

Ref country code: FR

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

Effective date: 20210930

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: 20210916

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

Ref country code: IT

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

Effective date: 20210916

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

Ref country code: TR

Payment date: 20220902

Year of fee payment: 12

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

Ref country code: DE

Payment date: 20230928

Year of fee payment: 13