EP3645443A1 - Système d'ascenseur - Google Patents

Système d'ascenseur

Info

Publication number
EP3645443A1
EP3645443A1 EP18726827.1A EP18726827A EP3645443A1 EP 3645443 A1 EP3645443 A1 EP 3645443A1 EP 18726827 A EP18726827 A EP 18726827A EP 3645443 A1 EP3645443 A1 EP 3645443A1
Authority
EP
European Patent Office
Prior art keywords
elevator
frame structure
shaft
construction site
site
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
EP18726827.1A
Other languages
German (de)
English (en)
Other versions
EP3645443B1 (fr
Inventor
Claus-Dietmar LUTHER
Stefan Weber
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 PL18726827T priority Critical patent/PL3645443T3/pl
Publication of EP3645443A1 publication Critical patent/EP3645443A1/fr
Application granted granted Critical
Publication of EP3645443B1 publication Critical patent/EP3645443B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B9/00Kinds or types of lifts in, or associated with, buildings or other structures
    • B66B9/16Mobile or transportable lifts specially adapted to be shifted from one part of a building or other structure to another part or to another building or structure
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B9/00Kinds or types of lifts in, or associated with, buildings or other structures
    • B66B9/16Mobile or transportable lifts specially adapted to be shifted from one part of a building or other structure to another part or to another building or structure
    • B66B9/187Mobile or transportable lifts specially adapted to be shifted from one part of a building or other structure to another part or to another building or structure with a liftway specially adapted for temporary connection to a building or other structure
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B11/00Main component parts of lifts in, or associated with, buildings or other structures
    • B66B11/0005Constructional features of hoistways
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B19/00Mining-hoist operation

Definitions

  • the invention relates to a construction site hoist for the temporary bridging of at least a part of the distance between the uppermost stop of a Jumplift and the uppermost working level of the construction site.
  • jumplifts On building sites of high-rise buildings, so-called jumplifts, which grow with the building, are usually used to transport people and materials within the building.
  • Such Jumplift has multiple platforms, in particular a machine platform, a lifting platform and a crash deck, which are gradually raised within the elevator shaft of Jumplifts and claim a relatively large space.
  • the uppermost landing point of the Jumplift is generally arranged 30 to 40 m below the highest working level of the construction site, that is to say in particular the upper end of a casting mold for casting the elevator shafts.
  • the construction site hoist comprises a frame structure and an elevator arranged within the frame structure.
  • the frame structure is in this case designed such that it can be inserted into an elevator shaft and can be fastened at various positions, in particular arbitrary positions, of the elevator shaft.
  • the entire construction site elevator can be easily introduced into the shaft.
  • the frame structure at any time allows the lift to be gradually lifted by simply lifting the frame structure and attaching it to various positions of the elevator shaft.
  • the installation of the construction site elevator in the elevator shaft is carried out in particular by means of a crane or helicopter. Lifting can also be done with the help of a crane. Alternatively, however, the lifting can also take place with any other lifting device, for example by pushing from below.
  • the construction site elevator is in particular in each case when the Jumplift is raised, also raised, so that at least part of the distance between the top stop of Jumplifts and the top working plane of the construction site is bridged by the site elevator.
  • the site elevator is preferably designed such that it can be bridged by him between two and ten, in particular between three and five, floors of the construction site.
  • the elevator of the construction site hoist arranged within the frame structure is, in particular, a complete elevator, which comprises all the components of the elevator, so that no further assembly of parts of the elevator on the construction site is necessary.
  • the elevator incorporated in the frame structure is a "standard lift" which is also permanently mounted in buildings.
  • the elevator has a car, a counterweight, a motor for moving the car and the counterweight, and / or at least one carrying means for carrying the car and / or the counterweight.
  • the cabin and the counterweight are in this case in particular on rails which are fixed to the frame structure, guided and can be moved within the frame structure.
  • the elevator may also be a hydraulic elevator.
  • the frame structure is in particular designed as a framework, in particular a steel framework. Such a steel framework offers a high strength and carrying capacity with a lightweight construction.
  • the frame structure is composed of tubes.
  • the frame structure may also consist of closed walls.
  • the frame structure has in particular at least two recesses which serve as door openings for entering and / or leaving the cabin of the elevator.
  • the first of the two recesses is arranged at the lower end of the frame structure, the second at the upper end of the frame structure, so that a maximum possible distance can be bridged.
  • At least three recesses for entering and / or leaving the cabin of an elevator are provided. About this additional third recess, an evacuation of people in an emergency can be done.
  • doors are provided for closing the recesses. This has the advantage that doors do not have to be provided at the corresponding shaft openings, which would have to be dismantled when lifting the construction site elevator and would have to be re-cultivated on another floor. Rather, the function of the shaft door can be fulfilled by the doors of the construction site elevator.
  • doors are provided on the frame structure only at the top and bottom breakpoint of the site elevator, wherein at the other breakpoints the recesses are not closed by doors.
  • the opening is temporarily closed by simple means, such as board shingles.
  • At least one of the doors in particular the lowermost door, is adjustable in its vertical position relative to the frame structure in a predetermined range. This ensures that the site elevator can be adapted to different storey heights.
  • the construction site elevator is operated in particular such that only trips between the lowest and the highest breakpoint of the construction site elevator are possible with it.
  • fastening means are provided for fastening the frame structure to the elevator shaft.
  • the attachment of the frame structure and thus the site elevator can be done in particular by placing it on one or more beams. Alternatively or additionally, it can also be screwed to the shaft wall. Furthermore, it is alternatively possible that the frame structure is suspended on a holding device from above.
  • the fastening means are preferably designed such that they engage for attachment in the door openings of the shaft wall. Thus, not extra recesses must be provided in the shaft wall, in which the fasteners would intervene.
  • At least one pivotable beam is provided on the frame structure, which is pivoted after positioning the building site elevator at the desired location of the shaft, thereby aligning the construction site elevator relative to the elevator shaft and / or attachment of the construction site elevator in the elevator shaft by engaging the beam in provided for this purpose openings of the elevator shaft.
  • the beam is arranged in particular at the upper end of the frame structure, preferably in the region of the uppermost door.
  • a plurality of rotatably mounted rollers and / or wheels are provided on the frame structure on the side facing away from the elevator, ie on the outside. This ensures that the construction site elevator when sliding into the shaft on the rollers or wheels can slide along the shaft wall without damaging the shaft wall or even be damaged.
  • a further aspect of the invention relates to an elevator installation, which comprises a first and at least one second elevator shaft, wherein a jumbo lift is arranged in the first elevator shaft and a above-described construction site elevator is arranged in the second elevator shaft.
  • the site elevator is in this case arranged in the second elevator shaft, that the lowest breakpoint of the construction site elevator the top breakpoint corresponds to the Jumplift. This ensures that people who have been driven to the top stop with the Jumplift can easily transfer to the construction site elevator and thus continue to drive up the building.
  • Fig. 1 is a schematic, highly simplified representation of an elevator installation
  • Fig. 2 is a schematic representation of a section of the elevator system according to
  • FIG. 1 shows a schematic, greatly simplified illustration of an elevator installation 100, the elevator installation 100 having two elevator shafts 102, 104.
  • a jumbo lift 110 is provided in the first elevator hoist 102.
  • the jumbo lift 110 has a cab 112 movable within the first elevator shaft 102, a machine platform 114 on which the machine for moving the cab 112 is arranged, a lifting platform 116 and a crash deck 118.
  • the machine platform 114, the lifting platform 116 and the crash deck 118 can be gradually raised within the elevator shaft 102 so that the jumbo lift 110 can grow along with the building.
  • a casting mold 120 is arranged, with the help of which further floors of the elevator shafts 102, 104 are poured stepwise. Via the line 122, the uppermost stop of Jum lift 110 is indicated. As can be seen in Fig. 1, there is a large distance between this uppermost support plane 122 and the mold 120, which can often make up to 40 m. In order to bridge this distance, a construction site hoist 10, shown in more detail in FIG. 2, is arranged in the second hoistway 104, which can be lifted in accordance with the jouning post 110 and fastened to correspondingly different positions of the second hoistway 104.
  • the site elevator 10 has a frame structure 12 within which a complete elevator 14 is disposed.
  • This elevator 14 has a car 16, a counterweight 20 connected to the car 16 via a suspension element 18 and a motor 22 for moving the car 16.
  • the elevator 14 is already completely factory-arranged in the frame structure 12, so that no assembly on the site is necessary.
  • the complete site elevator 10 in particular by means of a crane, is simply inserted into the elevator shaft 104 and fastened by suitable fastening means at the desired position of the elevator shaft 104. In the example shown in FIG. 2, the fastening takes place in that the construction site hoist 10 is placed on a beam 24.
  • a total of three lateral recesses are provided, which coincide with corresponding door openings of three superimposed floors. Furthermore, the frame structure at the top and bottom breakpoint of the site elevator 10 each have a door 26, 28, through which these recesses are closed. This has the advantage that at the openings of the elevator shaft 104 no doors must be mounted.
  • no door is provided in the central recess 30 of the frame structure, that is to say the recess 30 which coincides with the middle floor. Rather, the opening in the shaft wall is closed by boards.
  • a door may also be provided on the frame structure 12 here.
  • the site elevator 10 for example, on the crane with which it was used, raised accordingly and at one new location of the elevator shaft 104 fixed.
  • the lifting can also take place, for example, from below by a collision via a hydraulic arrangement.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Transportation (AREA)
  • Automation & Control Theory (AREA)
  • Mechanical Engineering (AREA)
  • Types And Forms Of Lifts (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)

Abstract

L'invention concerne un ascenseur de chantier (10) destiné à franchir temporairement au moins une partie de la distance entre le point d'arrêt supérieur (122) d'un élévateur de saut (110) et le niveau de travail le plus élevé du chantier. L'ascenseur de chantier (10) comprend une structure de cadre (12) et un ascenseur (14) disposé à l'intérieur de la structure de cadre (12), la structure de cadre (12) étant adaptée pour être insérée dans une cage d'ascenseur (104) et pouvant être fixée à la cage d'ascenseur (104) dans différentes positions.
EP18726827.1A 2017-06-26 2018-06-01 Système d'ascenseur Active EP3645443B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL18726827T PL3645443T3 (pl) 2017-06-26 2018-06-01 Instalacja dźwigowa

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP17177958 2017-06-26
PCT/EP2018/064397 WO2019001889A1 (fr) 2017-06-26 2018-06-01 Système d'ascenseur

Publications (2)

Publication Number Publication Date
EP3645443A1 true EP3645443A1 (fr) 2020-05-06
EP3645443B1 EP3645443B1 (fr) 2021-04-21

Family

ID=59227579

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18726827.1A Active EP3645443B1 (fr) 2017-06-26 2018-06-01 Système d'ascenseur

Country Status (7)

Country Link
US (1) US20200216290A1 (fr)
EP (1) EP3645443B1 (fr)
CN (1) CN110785370B (fr)
AU (1) AU2018292873B2 (fr)
PL (1) PL3645443T3 (fr)
SG (1) SG11201909852QA (fr)
WO (1) WO2019001889A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3807205B1 (fr) * 2018-06-14 2022-05-18 Inventio AG Procédé de construction d'une installation d'ascenseur

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3759349A (en) * 1972-03-13 1973-09-18 Otis Elevator Co Elevator system with temporary hoistway structure and method for use thereof
US3851736A (en) * 1973-03-20 1974-12-03 Westinghouse Electric Corp Apparatus and method for installing elevator hoistway equipment
ES2073192T3 (es) * 1991-03-01 1995-08-01 Inventio Ag Andamio de montaje desplazable por una caja de ascensor para el montaje del equipamiento de la caja.
ES2132143T3 (es) * 1993-01-14 1999-08-16 Inventio Ag Procedimiento y equipo para la instalacion de puertas en huecos de ascensores.
JPH0977423A (ja) * 1995-09-20 1997-03-25 Taisei Corp エレベータシャフト内落下防止装置
JP4562252B2 (ja) * 2000-07-18 2010-10-13 三菱電機株式会社 エレベーターの据付作業用昇降装置
CN200964317Y (zh) * 2006-10-24 2007-10-24 贵州建工集团第二建筑工程公司 电梯井道升降机
EP2636629B1 (fr) * 2012-03-06 2015-05-06 KONE Corporation Procédé et agencement d'ascenseur
CN103964282A (zh) * 2013-01-25 2014-08-06 徐延 一种家用多功能升降机
FR3035094B1 (fr) * 2015-04-15 2018-03-02 Outinord St Amand Outillage de construction pour cage d'ascenseur.

Also Published As

Publication number Publication date
US20200216290A1 (en) 2020-07-09
SG11201909852QA (en) 2019-11-28
WO2019001889A1 (fr) 2019-01-03
PL3645443T3 (pl) 2021-08-02
AU2018292873A1 (en) 2020-01-02
AU2018292873B2 (en) 2021-05-27
CN110785370B (zh) 2021-07-13
CN110785370A (zh) 2020-02-11
EP3645443B1 (fr) 2021-04-21

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