EP1321424A1 - Charpent pour escalier mécanique - Google Patents

Charpent pour escalier mécanique Download PDF

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Publication number
EP1321424A1
EP1321424A1 EP20020027726 EP02027726A EP1321424A1 EP 1321424 A1 EP1321424 A1 EP 1321424A1 EP 20020027726 EP20020027726 EP 20020027726 EP 02027726 A EP02027726 A EP 02027726A EP 1321424 A1 EP1321424 A1 EP 1321424A1
Authority
EP
European Patent Office
Prior art keywords
supporting
structure according
supporting structure
truss element
support structure
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.)
Granted
Application number
EP20020027726
Other languages
German (de)
English (en)
Other versions
EP1321424B1 (fr
Inventor
David Krampl
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
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Application filed by Inventio AG filed Critical Inventio AG
Priority to EP02027726.5A priority Critical patent/EP1321424B1/fr
Publication of EP1321424A1 publication Critical patent/EP1321424A1/fr
Application granted granted Critical
Publication of EP1321424B1 publication Critical patent/EP1321424B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B23/00—Component parts of escalators or moving walkways

Definitions

  • the invention relates to a supporting structure for a Escalator or moving walk according to the generic term of Claim 1.
  • a supporting structure is known from US-4811829 become, which consists of truss elements, the one Have a plurality of sectors.
  • the sectors consist of welded angle profiles and are on Construction site welded or screwed together. There are therefore a lot of assembly and cutting work required. On The disadvantage is that the assembly effort and the Assembly time is high, which leads to higher costs. Furthermore the use of the material is not optimal. Lots Profiles are hardly used in terms of voltage. They are too Profiles are often not weight-optimized.
  • the invention is based on an object Propose a supporting structure of the type mentioned at the beginning, which does not have the aforementioned disadvantages and a easy and cheap assembly guaranteed.
  • the supporting structure has few assemblable truss elements.
  • Under the framework element is a frame structure with at least to understand an enclosed recess. So there are less welding work required.
  • the individual in one piece trained truss elements are easy to manufacture and self-supporting, that is, they practice a supporting function themselves out.
  • the truss element is advantageously in the form of a flat, unprofiled plate.
  • the significant advantage is the elimination of steel construction profiles, blanks, Cut to length, gusset plates, etc.
  • the truss element advantageously has at least one Recess on which is formed in the cutting process. This has the advantage that the truss elements are easily tension and can be optimized for weight. The material utilization can be increased many times over, which is too big leads to economic advantages.
  • the truss element is advantageously used as a supporting wall or Cross frame or end frame formed.
  • the truss element can itself as the main element of a supporting structure act.
  • the supporting structure advantageously has two supporting walls on the side of a step or pallet belt of the Escalator or moving walk are arranged and which with each other through the cross frame or the end frame are connected. It is advantageous in this embodiment that that the actual supporting structure of the escalator or of the moving walk from these easily manufactured Support elements can exist.
  • the cross frame can advantageously be a cross connector have, which has bends for side stiffening. This increases the stability of the supporting structure guaranteed.
  • the supporting wall advantageously has a Upper belt stiffener against buckling. This increases also the stability of the supporting structure.
  • the supporting structure can advantageously be a Have bottom view level, which is designed as a bottom plate or is provided with diagonals. This element is too easy to manufacture, resulting in a further reduction in Production costs can contribute.
  • the View level for the spatial stabilization of the Supporting structure is not limited to a Have bottom view level, which is designed as a bottom plate or is provided with diagonals. This element is too easy to manufacture, resulting in a further reduction in Production costs can contribute.
  • the View level for the spatial stabilization of the Supporting structure.
  • the supporting walls, the cross frame, the End frame, the upper chord stiffener and the lower level firmly connected to each other, preferably welded. This ensures a firm, stable finished supporting structure.
  • the truss elements can advantageously be made from one flat, flat, unprofiled primary product, such as Example of sheet metal.
  • the truss elements can be manufactured in unmanned, computer-assisted 24-hour flame cutting operation.
  • the waste is completely recyclable and reusable.
  • a greater freedom in the shape of the supporting wall contour means that design recesses can also be realized, which then have a specific optical purpose due to the glass outer cladding.
  • the supporting wall can be made excessive (e.g. parabolic), curved upwards, so that there is no visual deflection under its own weight.
  • a support wall 3 of the support structure 1 is shown and has in this example several truss elements 2, 2 ', 2' '. Of course, the supporting wall 3 can only be a single one Have truss element 2, 2 ', 2' '. Under truss element 2, 2 ', 2' 'is a frame structure with at least one to understand the enclosed recess.
  • the supporting structure 1 has an escalator or moving walk usually two supporting walls 3, which on both sides of the Step band of the escalator or Pallet conveyor belt are arranged.
  • Truss elements 2, 2 ', 2' 'of the supporting wall 3 are in one piece trained, that is, they are made from one piece made without different pieces together need to be connected.
  • the truss elements 2, 2 ', 2' ' can from a flat, flat, unprofiled Rolled product, such as sheet metal, for example.
  • Flat is any flat product that is defined as Cross-section has a rectangle whose width is larger than that Thickness is.
  • the width is preferably one or more Orders of magnitude larger than the thickness.
  • a flat product is a product to understand that has no surveys and Has depressions. With flat product is a to understand two-dimensional product.
  • the truss element 2, 2 ', 2' 'thus has no T, I, round, Hollow or angle profile or similar profiles, it has absolutely no profile.
  • the truss element 2 can for example, exclusively from a flat sheet steel or be worked out from a plate that preferably have a thickness of approximately 15 mm.
  • the Truss element 2, 2 ', 2' ' has at least one recess 20, which is formed by a cutting method.
  • the truss element 2 'in FIG. 1 has two Recesses 20 on the frame structure R are separated from each other and enclosed by the frame structure R. are.
  • the truss elements 2 show further examples and 2 ′′ in FIG. 1 four or eight recesses 20.
  • the supporting wall 3 can consist of one or more, preferably butt-welded, truss elements 2, 2 ', 2 "exist, for example, fuel or plasma or be laser cut.
  • the cutouts 20 are preferably cut in such a way that a tension and weight-optimized supporting wall was manufactured becomes.
  • the support wall 3 has essentially so much load-bearing Material on, for example in the form of webs or beams M, as is necessary for the exercise of the supporting function. For this 20 material is taken out in the area of the cutouts, that can be used for other purposes.
  • the Support wall 3 or in general the truss element 2, 2 ', 2 '' is therefore lightweight and weight-optimized.
  • a Stress optimization of the support wall 3 or in general the Truss elements 2, 2 ', 2' ' is achieved in that the Support wall 3 or the truss element 2, 2 ', 2' 'in has so much load-bearing material to forces record and forward to supports so that none Bending of the whole structure takes place and the Stability, the rigidity or the like of the whole Structure guaranteed.
  • Support wall 3 On the upper side of the support wall 3 is one Upper chord stiffener 10 arranged against buckling for example in the form of a shaped tube or Roll angle is formed. On both ends of the final support wall 3, support beams 8 can be seen, which serve as an end connection of the supporting structure 1 and are stored on site.
  • Transport feet T are on the lower side of the supporting wall 3 provided as riot points and / or lashing points can be trained.
  • the transport feet T the for example, formed in one piece with a truss element are used for transport storage on the construction site, so as not to scratch the underside level 6.
  • Figure 2 shows a cross-sectional view of the Support structure, the two support walls 3 by a as Cross frame 40 trained truss element, also frame called, and a bottom view level 6 are spatially connected.
  • the cross frame 40 has a cross connector 4, which between the advance of the step or pallet belt and whose return is arranged. That means the stages the step belt of the escalator or the pallets of the pallet band of the moving walk run in one direction above the cross connector 4 and in the opposite direction below the cross connector 4.
  • the cross frame 40 can also consist of one or more truss elements in which preferably by means of fuel or plasma or Recesses optimized by laser cutting 20 have been cut out. In this example, the Cross frame 40 only one recess 20.
  • the cross frame 40 are 1 in over the entire length of the supporting structure distributed regularly or at irregular intervals.
  • the Cross frame 40 can also be made of a flat steel sheet or plate, which is preferably a thickness 15 mm, preferably 5 to 10 mm.
  • the lower level 6 can also for example with profiled diagonals (for example C-profiles or U-profiles) that the Serve frame rigidity in the lower area.
  • the Bottom view level 6 can for example be steel or Own stainless steel tray.
  • the cross connector 4 is with two Bends 4.1 to improve the lateral stiffness.
  • the cross frame 40 further points near the ground, between the plan supporting walls 3, a lower cross train 7, the spatial stabilization. For example tubular upper flange reinforcement 10 against Buckling is on the supporting walls 3 and on the cross frame 40 put on and welded.
  • Figure 3 shows a sectional view along line D-D of Cross connector 4, in which the folds 4.1 more clearly are shown.
  • the folds 4.1 can, for example, by Bend of the cross connector 4 on one or both of its horizontal ends, for example with the help of a Bending machine, arise.
  • the top ones are and the lower edge of the cross connector 4 laterally by approx. 90 Degrees bent, whereby the two edges are less (from 0 to 90 degrees) or more (from 90 to 180 degrees) bent can be.
  • all bending options are considered that pursue the purpose that To improve lateral rigidity of the cross frame 4.
  • Figure 4 shows a cross-sectional view of the Support structure 1 on one of its two ends.
  • a trained as an end frame 5 Truss element connects the supporting walls 3 at both ends of the Supporting structure.
  • the end frame 5 is also made of a Plate of approx. 15 mm, preferably 8-10 mm thick worked out, the recesses 20 by a Cutting process, preferably by means of fuel or plasma or Laser cutting processes have emerged.
  • the end frame 5 consists of a single Truss element and has four recesses 20.
  • the End frame 5 can of course also consist of several Truss elements exist.
  • the support bracket 8 serves as End connection in the uppermost area of the supporting structure.
  • the supporting structure in one preferred embodiment two fuel, plasma or laser-cut supporting walls 3, a series of likewise flame, plasma or laser cut cross frame 40 and End frame 5, the upper belt stiffening 10 against buckling, the inspection level 6, the support beams 8 and if necessary, additional stiffeners, such as Main shaft mount (bearing flange), etc.
  • the Bottom view level 6 is for example as a floor panel formed or has diagonals.
  • the supporting walls 3, Cross frame 40 and end frame 5 are without significant Rework from one or more preferably butt-welded as truss elements Sheet metal part / s fuel or plasma or laser cut. This type of support structure is in front especially suitable for smaller spans, for example for Department store stairs.
  • the upper flange stiffener 10 lies on the supporting walls 3 their entire length and is welded to them.
  • the Cross frame 40 and the end frame 5 serve as Space reinforcement, these are additionally with the Top flange reinforcement 10 welded.
  • the support bracket 8 serve as the end connection of the supporting structure and are both with the top flange stiffener 10 and with the Walls 3 welded.
  • the cross frame 40 and the end frame 5 are thus in the finished supporting structure with the upper flange reinforcement 10, with the inspection plane 6 and the supporting walls 3 fixed and permanently connected, preferably welded.
  • the workload per supporting structure is to be classified as low, since the supporting walls 3 are prefabricated (cut) are.
  • the one used for the manufacture of the truss elements has a thickness of preferably about 15 mm, with other thicknesses, for example from 5 mm to 50 mm, can also be used.

Landscapes

  • Escalators And Moving Walkways (AREA)
EP02027726.5A 2001-12-19 2002-12-11 Charpent pour escalier mécanique Expired - Lifetime EP1321424B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP02027726.5A EP1321424B1 (fr) 2001-12-19 2002-12-11 Charpent pour escalier mécanique

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP01811241 2001-12-19
EP01811241 2001-12-19
EP02027726.5A EP1321424B1 (fr) 2001-12-19 2002-12-11 Charpent pour escalier mécanique

Publications (2)

Publication Number Publication Date
EP1321424A1 true EP1321424A1 (fr) 2003-06-25
EP1321424B1 EP1321424B1 (fr) 2015-10-28

Family

ID=26077452

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02027726.5A Expired - Lifetime EP1321424B1 (fr) 2001-12-19 2002-12-11 Charpent pour escalier mécanique

Country Status (1)

Country Link
EP (1) EP1321424B1 (fr)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2433893A1 (fr) 2010-09-24 2012-03-28 Inventio AG Dispositif de transport de personnes
DE102014224460A1 (de) * 2014-11-28 2016-06-02 Thyssenkrupp Ag Tragekonstruktion für eine Beförderungsvorrichtung
DE102014224457A1 (de) * 2014-11-28 2016-06-02 Thyssenkrupp Ag Tragekonstruktion für eine Beförderungsvorrichtung
DE112009005437B4 (de) * 2009-10-19 2017-02-09 Otis Elevator Company Tragstrukturkonstruktion für eine Personenbeförderungsvorrichtung
WO2022200029A1 (fr) 2021-03-26 2022-09-29 Inventio Ag Structure de support d'un escalier roulant ou d'un trottoir roulant
EP4353663A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Procédé de fabrication d'un composant d'un dispositif de voie de circulation
EP4353656A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Structure de support pour un dispositif de voie de circulation
EP4353651A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Structure de support pour un dispositif de voie de circulation
EP4353662A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Dispositif de voie de circulation comprenant une structure porteuse et des éléments de revêtement
EP4353650A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Structure de support pour un dispositif de voie de circulation
EP4353661A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Socle pour dispositif de voie modulaire

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2121748A (en) * 1982-04-30 1984-01-04 Hitachi Ltd Reconstruction method for improving man conveyor
GB2316927A (en) * 1996-09-05 1998-03-11 Hitachi Ltd Equipment and method of installing a parallel arrangement passenger conveyor
WO1998022382A1 (fr) * 1996-11-18 1998-05-28 Hitachi, Ltd. Escalier mecanique
EP1074507A1 (fr) * 1999-08-06 2001-02-07 Inventio Ag Structure porteuse pour de longs escaliers ou trottoirs roulants

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2121748A (en) * 1982-04-30 1984-01-04 Hitachi Ltd Reconstruction method for improving man conveyor
GB2316927A (en) * 1996-09-05 1998-03-11 Hitachi Ltd Equipment and method of installing a parallel arrangement passenger conveyor
WO1998022382A1 (fr) * 1996-11-18 1998-05-28 Hitachi, Ltd. Escalier mecanique
EP1074507A1 (fr) * 1999-08-06 2001-02-07 Inventio Ag Structure porteuse pour de longs escaliers ou trottoirs roulants

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
KLOECKNER KARL: "Alte Fachwerkbauten", KARL KLÖCHNER, XP002188008 *

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE112009005437B4 (de) * 2009-10-19 2017-02-09 Otis Elevator Company Tragstrukturkonstruktion für eine Personenbeförderungsvorrichtung
US9676597B2 (en) 2009-10-19 2017-06-13 Otis Elevator Company Truss construction for a passenger conveyor
EP2433893A1 (fr) 2010-09-24 2012-03-28 Inventio AG Dispositif de transport de personnes
WO2012038328A1 (fr) 2010-09-24 2012-03-29 Inventio Ag Dispositif de transport de personnes
US8919527B2 (en) 2010-09-24 2014-12-30 Inventio Ag Conveying equipment for persons
DE102014224460A1 (de) * 2014-11-28 2016-06-02 Thyssenkrupp Ag Tragekonstruktion für eine Beförderungsvorrichtung
DE102014224457A1 (de) * 2014-11-28 2016-06-02 Thyssenkrupp Ag Tragekonstruktion für eine Beförderungsvorrichtung
WO2022200029A1 (fr) 2021-03-26 2022-09-29 Inventio Ag Structure de support d'un escalier roulant ou d'un trottoir roulant
EP4353663A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Procédé de fabrication d'un composant d'un dispositif de voie de circulation
EP4353656A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Structure de support pour un dispositif de voie de circulation
EP4353651A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Structure de support pour un dispositif de voie de circulation
EP4353662A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Dispositif de voie de circulation comprenant une structure porteuse et des éléments de revêtement
EP4353650A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Structure de support pour un dispositif de voie de circulation
EP4353661A1 (fr) 2022-10-10 2024-04-17 TK Elevator Innovation and Operations GmbH Socle pour dispositif de voie modulaire
WO2024078847A1 (fr) 2022-10-10 2024-04-18 Tk Elevator Innovation And Operations Gmbh Structure de support pour un dispositif de transport public
WO2024078845A1 (fr) 2022-10-10 2024-04-18 Tk Elevator Innovation And Operations Gmbh Dispositif de voie de circulation comprenant une structure de support et des éléments d'habillage

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