EP4253300A2 - Dispositif de chantier de construction doté d'un coffrage grimpant et système d'ascenseur - Google Patents

Dispositif de chantier de construction doté d'un coffrage grimpant et système d'ascenseur Download PDF

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Publication number
EP4253300A2
EP4253300A2 EP23192980.3A EP23192980A EP4253300A2 EP 4253300 A2 EP4253300 A2 EP 4253300A2 EP 23192980 A EP23192980 A EP 23192980A EP 4253300 A2 EP4253300 A2 EP 4253300A2
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EP
European Patent Office
Prior art keywords
platform
elevator
climbing formwork
climbing
lifting
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
EP23192980.3A
Other languages
German (de)
English (en)
Other versions
EP4253300A3 (fr
EP4253300B1 (fr
EP4253300C0 (fr
Inventor
Gabriele BIZZOZERO
Oliver Simmonds
Christian Studer
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
Publication of EP4253300A2 publication Critical patent/EP4253300A2/fr
Publication of EP4253300A3 publication Critical patent/EP4253300A3/fr
Application granted granted Critical
Publication of EP4253300B1 publication Critical patent/EP4253300B1/fr
Publication of EP4253300C0 publication Critical patent/EP4253300C0/fr
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Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B19/00—Mining-hoist operation
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B11/00—Main component parts of lifts in, or associated with, buildings or other structures
    • B66B11/0065—Roping
    • B66B11/008—Roping with hoisting rope or cable operated by frictional engagement with a winding drum or sheave
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B9/00—Kinds or types of lifts in, or associated with, buildings or other structures
    • B66B9/16—Mobile 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
    • B66B9/187—Mobile 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/36—Scaffolds for particular parts of buildings or buildings of particular shape, e.g. for stairs, cupolas, domes
    • E04G1/367—Scaffolds for particular parts of buildings or buildings of particular shape, e.g. for stairs, cupolas, domes specially adapted for elevator shafts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • E04G3/32—Hoisting devices; Safety devices

Definitions

  • the present invention relates to the field of high-rise building construction sites. It concerns a construction site device with a climbing formwork platform and an elevator system.
  • Climbing formwork is one of the discontinuous formwork systems and is used to produce tower-like components/structures. For example, they can be used to create the concrete sections of a high-rise building core floor by floor. Construction joints with the connecting reinforcement for the next section are formed between the sections and the forces of the individual climbing units are transferred to the last concreted production section.
  • anchors are used in conjunction with screwed-on suspension shoes to create fastening points that introduce the loads into the reinforced concrete.
  • the freshly concreted production section is not burdened by the climbing formwork.
  • the load is transferred from the fresh concrete pressure via formwork anchor systems.
  • the first wall section is formed conventionally.
  • Lead anchors which serve as hanging points for the climbing consoles, are also installed.
  • the climbing console and the work platform are prepared and, if necessary, climbing systems with hydraulic cylinders are installed.
  • suspension shoes are installed and the climbing brackets are hung.
  • the formwork (beam or frame formwork) is placed on the climbing brackets and connected, the positioning formwork is moved to the previous concreting section and set up.
  • the formwork can be adjusted horizontally and vertically using adjustment devices.
  • the leader anchors are attached to the formwork and the reinforcement work is then carried out.
  • the closing formwork is moved into the concreting position, the formwork is anchored and then concreted.
  • the second concreting section is removed and the formwork is cleaned.
  • the climbing profiles are threaded in with the crane and secured to the suspension shoes.
  • the hydraulic lines are laid and connected to the hydraulic unit and the hydraulic cylinders of the climbing systems.
  • the climbing unit is then moved to the next section.
  • the trailing platforms can be installed after or while the climbing units are climbing up (depending on the building and construction site conditions).
  • a hydraulic climbing mechanism lifts the units to the next floor, it is called a Self-climbing formwork.
  • suitable climbing shoes ensure secure anchoring to the structure.
  • Self-climbing formwork is offered with permanently integrated climbing drives or with mobile lifting cylinders.
  • the advantage of mobile systems is the smaller number of hydraulic sets and the resulting lower device costs.
  • the additional effort for manipulating the mobile lifting systems must be taken into account in the labor costs.
  • mobile hydraulics are particularly economical in medium-high buildings between 10 and 30 storeys.
  • Self-climbing formwork can also be combined to form large self-climbing platforms. These platforms are used in high-rise building cores and carry the entire internal and external formwork. If the cores are leading, the outside stages and enclosures are also hung on the platform. If the core walls are concreted together with the floor slabs, the external platforms are not required.
  • One variant is self-climbing shaft formwork, which implements the internal formwork of elevator or stair shafts with the help of just one central climbing mechanism.
  • Such a jump lift has a provisional, vertically movable elevator machine platform, which is usually raised step by step within the elevator shaft using a lifting platform.
  • the elevator car is arranged below the temporary elevator machine platform and can be used in the area below the temporary elevator machine platform during the construction phase. As soon as a few more floors above the temporary elevator machine platform have been completed, the elevator machine platform can be raised and the elevator's operating range can thus be extended upwards.
  • a construction site elevator which comprises an elevator shaft, an elevator unit that is movable in the elevator shaft and at least one elevator car.
  • a first movable support structure for carrying the elevator unit is arranged in the elevator shaft.
  • a roof structure is arranged above the support structure, which can be moved upwards in the elevator shaft by means of a second support structure arranged above the roof structure.
  • the task is therefore to integrate an elevator system into a construction site device in such a way that the use of a lifting crane and manual lifting of supporting structures can be minimized.
  • the construction site device has a climbing formwork platform for the floor-by-floor production of concreting sections of an elevator shaft, several elevator shafts or a housing core, which comprises one or more elevator shafts, as well as an elevator system with an elevator machine platform that can be moved vertically in an elevator shaft.
  • the elevator machine platform is connected to the climbing formwork platform in such a way that the elevator machine platform can be moved with the climbing formwork platform when the climbing formwork platform is advanced.
  • the elevator machine platform is integrated into the climbing formwork platform, so that the elevator machine platform can be moved directly with the climbing formwork platform.
  • This can optionally be realized directly by arranging elevator machine elements on the climbing formwork platform or optionally by coupling the elevator machine platform with the climbing formwork platform, whereby when coupling the two platforms, a rigid connection by means of a connecting web or a fixed suspension by means of a suspension element of a predetermined length can be provided .
  • the space below the climbing formwork platform can be used optimally and the elevator system's car can be used to reach the floors directly below the climbing formwork platform.
  • the elevator machine platform is suspended on the climbing formwork platform so that it can move vertically relative to the climbing formwork platform.
  • Lifting means of variable length provided for this purpose can be arranged between the elevator machine platform and the climbing formwork platform.
  • winches or other rope, chain or belt drives can be provided for this, whereby the ropes, chains or belts can be suspended directly or via one or more deflection rollers.
  • the elevator machine platform can therefore be raised without having to mount an additional support structure in the elevator shaft above the elevator machine platform and manually lift it or carry it upwards.
  • a lifting platform is suspended on the climbing formwork platform so as to be vertically displaceable with respect to the climbing formwork platform and the elevator machine platform is suspended on the lifting platform so as to be vertically displaceable with respect to the lifting platform.
  • lifting means of variable length provided for this purpose can be arranged between the lifting platform and the climbing formwork platform and/or between the elevator machine platform and the lifting platform.
  • winches or other rope, chain or belt drives can be provided for this purpose, whereby the ropes, chains or belts can be suspended directly or via one or more deflection rollers. Again, by using deflection pulleys, the forces can be distributed over several sections and thus the overall lifting performance can be increased.
  • the elevator machine platform can therefore be raised without having to mount an additional support structure in the elevator shaft above the elevator machine platform and manually lift it or carry it upwards. Thanks to the lifting platform, the forces on the climbing formwork platform can be reduced, since only the weight of the lighter lifting platform acts on the climbing formwork platform, while the weight of the significantly heavier elevator machine platform acts on the separately supported lifting platform.
  • the climbing formwork platform is designed as a self-climbing formwork platform and has integrated climbing drives.
  • the elevator machine platform is attached directly to the integrated climbing drives of the climbing formwork platform.
  • the elevator machine platform can be raised directly or indirectly with the climbing formwork platform analogous to the three embodiments mentioned above, with the elevator machine platform being attached directly to the elevator shaft walls via the integrated climbing drives.
  • the climbing formwork platform is attached to the tip of the piston rod and the elevator machine platform is attached (directly or indirectly via another lifting platform arranged in between) to the hydraulic cylinder in the area of its climbing consoles in the elevator shaft walls, then when the climbing formwork platform advances into In a first advance step, the climbing formwork platform is raised by extending the piston rods and anchored in the new position, while in a second advance step, which is independent of the first advance step, the hydraulic cylinder is tightened by retracting the piston rod and the elevator machine platform connected to the hydraulic cylinder is thereby raised.
  • those responsible for raising the climbing formwork platform can choose the time for raising the platform freely and independently of those responsible for the lift.
  • those responsible for raising the elevator machine platform can freely choose the time for raising the elevator machine platform. This is despite the fact that both use the same climbing drives to raise their platform.
  • the climbing formwork platform is suspended floor by floor in anchors in the elevator shaft walls and the elevator machine platform is secured in anchors previously used to suspend the climbing formwork platform on floors below. If a lifting platform according to the third embodiment is present, this lifting platform is optionally also secured in anchors previously used to suspend the climbing formwork platform on floors below.
  • an elevator shaft 1 of a building under construction is shown schematically. Other parts of the building outside of the elevator shaft shown are not shown in these figures.
  • the elevator shaft represents the actual housing core, which usually includes one or more such elevator shafts. What is special about elevator shafts is their vertical extension, which in certain elevator shafts can extend over practically the entire height of the building.
  • Such elevator shafts are particularly suitable for the use of construction site elevators, which enable the transport of people and goods to and from the lower floors during the construction phase of the building. Lower floors refer to those floors that are located below the top floors that are still under construction.
  • Fig. 1 shows a first embodiment of a construction site device according to the invention, in which a climbing formwork platform 5 is connected directly to a construction site elevator.
  • the climbing formwork platform 5 has two work platforms, an upper work platform 51, which runs continuously and along the upper edge of the concrete walls 11 that were last removed, and a lower work platform 52, which allows access to the wall sections that have already been removed, for example for repair work there on the wall.
  • the formwork for concreting is located on the upper working platform.
  • the formwork 56 can be adjusted horizontally and vertically using adjusting devices.
  • the reinforcement work is carried out, which means that reinforcing bars 12 are usually inserted as well as the anchors for later supporting the platform.
  • other auxiliary elements can also be cast in concrete, such as C-rail profiles or anchor bolts, which can later be used to fasten consoles to accommodate the guide rails of the elevator.
  • recesses 561 can be provided in the formwork 56, into which inserts 57 with an auxiliary element attached, in particular clamped, can be inserted - in the illustration, for example, the C-rail profiles 26.
  • the auxiliary elements can also be attached directly to bolts that are attached to the formwork. Thanks to the efforts in Using the formwork or bolts at predefined locations, the auxiliary elements are always arranged at the same location in the shaft for each floor and are therefore ideal for manual, semi-manual or automated assembly of other elevator components.
  • optical images can be taken of the reinforcing bars inserted into the future wall area and a digital model of the reinforcing bars can be created along the entire elevator shaft.
  • a 3D camera or a 3D scanner based on laser technology or electromagnetic waves outside the visible range is advantageously used. This can be particularly helpful later when drilling holes manually, semi-manually or fully automatically, as it avoids drilling into or through rebar and protects the tool.
  • the closing formwork is moved into the concreting position, the formwork is anchored and then concreted (right half of Fig. 5 ).
  • the lower work platform 52 is firmly connected to the upper work platform 52 via a gallows construction and vertical support structures 53.
  • the entire platform is shown as an integral unit which can be moved as a unit in the vertical direction.
  • individual sub-platforms of the climbing formwork platform can be moved individually and independently of one another, but this is not shown in the present figures.
  • climbing brackets 54 are attached to the anchors in the walls, on which hydraulic climbing devices 55 are attached. After lifting, the climbing formwork platform is again suspended in anchors in the elevator shaft walls.
  • the elevator system contained in the first embodiment of the construction site device according to the invention comprises an elevator 2, which has an elevator car 21 connected to a counterweight 22 via a suspension element 23.
  • the drive machine 25 of the elevator system is arranged on a temporary elevator machine platform integrated in the climbing formwork platform. This eliminates the need for additional lifting of the machine platform.
  • the space below the climbing formwork platform can be used optimally and the elevator system's car can be used to reach the floors directly below the climbing formwork platform.
  • the elevator operation 29 must be interrupted each time the climbing formwork platform climbs one floor. In order to continue to serve the lowest floors, the support elements must either be extended for each floor or after a specified number of floors.
  • the lowest floor served can be several floors below the one for the elevator Construction work usually takes place on the main ground floor.
  • the ground floor can then be served even after several storey extensions without additional extension of the suspension elements, which can be advantageous in order to minimize the number of suspension element extensions.
  • Fig. 2 and Fig. 3 show a second embodiment of a construction site device according to the invention, in which in turn a climbing formwork platform 5 is directly connected to a construction site elevator.
  • the climbing formwork platform 5 again has two working platforms, analogous to the first embodiment.
  • the drive machine 25 of the elevator system 2 is arranged on a separate elevator machine platform 24.
  • the elevator machine platform is secured in anchors previously used to suspend the climbing formwork platform on floors below.
  • the elevator machine platform is movable in the vertical direction with respect to the climbing formwork platform, i.e. not fixed or rigidly connected to it.
  • a lifting means 3, comprising a winch or another rope, chain or belt drive 31, is arranged on the elevator machine platform.
  • the lifting means can also be arranged on the climbing formwork platform.
  • the elevator machine platform can be moved and in particular raised relative to the climbing formwork platform using a support means 33, such as a rope, a chain or a belt. If deflection rollers 32 are used as shown in the figure, the forces can be distributed over several suspension element sections and the overall lifting capacity can thus be increased. Will the climbing formwork platform as in Fig. 3 shown schematically raised, the elevator machine platform remains in place. The suspension element 33 of the lifting device 3 is loosened. During the climbing phase 59 of the climbing formwork platform, the elevator operation 29 can be maintained since everything from the elevator machine platform downwards is independent of the elevation of the climbing formwork platform.
  • Fig. 4 shows a third embodiment of a construction site device according to the invention, in which in turn a climbing formwork platform 5 is directly connected to a construction site elevator.
  • the climbing formwork platform 5 again has two working platforms, analogous to the first embodiment.
  • the drive machine 25 is Elevator system 2 is in turn arranged on a separate elevator machine platform 24 and the elevator machine platform is secured in anchors previously used to suspend the climbing formwork platform on floors below.
  • a lifting platform 44 is provided between the elevator machine platform 24 and the climbing formwork platform 5.
  • the lifting platform like the elevator machine platform, is movable in the vertical direction with respect to the climbing formwork platform, i.e. not fixed or rigidly connected to it.
  • the lifting platform 44 is secured in anchors previously used to suspend the climbing formwork platform on floors below.
  • a lifting means 4, comprising a winch or another rope, chain or belt drive, is arranged on the climbing formwork platform, but can optionally also be arranged on the lifting platform.
  • the lifting platform 44 can be moved and in particular raised relative to the climbing formwork platform with a support means 43, such as a rope, a chain or a belt. Since the lifting platform 44 is somewhat lighter than the elevator machine platform, the lifting means 4 can be dimensioned smaller than the lifting means 3 for lifting the elevator machine platform 24, which in turn includes a winch or another rope, chain or belt drive and on the elevator machine platform is arranged.
  • the elevator machine platform can be moved and in particular raised relative to the lifting platform 44 with the support means 33, for example a rope, a chain or a belt.
  • the elevator operation 29 can be maintained during the climbing phase 59 of the climbing formwork platform, since everything from the lifting platform 44 downwards is independent of the elevation of the climbing formwork platform. If, on the other hand, the elevator machine platform is to be tightened after a few climbing phases 59 of the climbing formwork platform, then in a first step the lifting platform is raised while the suspension means 33 of the lifting means 3 are loosened. With Hub 49, the lifting platform is raised by one to several storey heights and secured in the anchors in the shaft walls. The elevator machine platform is then raised.
  • a collecting roof element 6 (crash deck) can be provided above the elevator system, which is intended to prevent objects from falling into the elevator area.
  • the collecting roof element 6 can be used in all embodiments as in Fig. 4 indicated to be attached to the climbing formwork platform directly below it.
  • the collecting roof element 6 can be secured in anchors previously used to suspend the climbing formwork platform on floors below. In this case, the collecting roof element 6 can be raised by one to several floor heights using one of the existing lifting devices.
  • Fig. 6 shows a further embodiment of a construction site device according to the invention which in turn has a climbing formwork platform 5 connected directly to a construction site elevator.
  • the climbing formwork platform 5 again has two working platforms, analogous to the first embodiment.
  • the drive machine 25 of the elevator system 2 is again arranged on a separate elevator machine platform 24 and the elevator machine platform is secured in anchors previously used to suspend the climbing formwork platform on floors below.
  • a lifting platform 44 is provided between the elevator machine platform 24 and the climbing formwork platform 5.
  • the lifting platform 44 is arranged directly on the climbing consoles 54 or the hydraulic cylinders of the hydraulic climbing systems (lifting means) 55.
  • the climbing formwork platform 5 When the climbing formwork platform 5 is advanced, in a first advance step, the climbing formwork platform 5 is raised by extending the piston rods of the hydraulic climbing systems 55 and anchored in the new position 15, while in a second advance step, which is independent of the first advance step, the lower climbing brackets 54 released, the hydraulic cylinder is tightened by pulling in the piston rod and the lifting platform 44 connected to the hydraulic cylinder is thereby raised.
  • the suspension means 33 of the lifting means 3 for lifting the elevator machine platform 24 are loosened.
  • the elevator machine platform itself can also be arranged directly on the climbing consoles or the hydraulic cylinders of the hydraulic climbing systems (analogous to the first embodiment).
  • the lifting platform 44 optionally includes a collecting roof element 6 (crash deck), which is optionally waterproof and additionally provided with sealing elements 61.
  • the sealing elements ensure that no water can flow down along the shaft walls. Sealing lips, silicone joints, tar seals can be used as sealing elements, but also inflatable tube elements, which press against the wall when inflated.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Transportation (AREA)
  • Automation & Control Theory (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP23192980.3A 2018-12-18 2019-12-13 Dispositif de chantier de construction doté d'un coffrage grimpant et système d'ascenseur Active EP4253300B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
EP18213786 2018-12-18
EP19152919 2019-01-21
PCT/EP2019/085077 WO2020126906A1 (fr) 2018-12-18 2019-12-13 Système de chantier doté d'un coffrage grimpant et d'un système d'ascenseur
EP19817333.8A EP3899167B1 (fr) 2018-12-18 2019-12-13 Dispositif de construction pourvu de coffrage grimpant et système d'ascenseur

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP19817333.8A Division EP3899167B1 (fr) 2018-12-18 2019-12-13 Dispositif de construction pourvu de coffrage grimpant et système d'ascenseur

Publications (4)

Publication Number Publication Date
EP4253300A2 true EP4253300A2 (fr) 2023-10-04
EP4253300A3 EP4253300A3 (fr) 2023-11-08
EP4253300B1 EP4253300B1 (fr) 2025-10-08
EP4253300C0 EP4253300C0 (fr) 2025-10-08

Family

ID=68835254

Family Applications (2)

Application Number Title Priority Date Filing Date
EP23192980.3A Active EP4253300B1 (fr) 2018-12-18 2019-12-13 Dispositif de chantier de construction doté d'un coffrage grimpant et système d'ascenseur
EP19817333.8A Active EP3899167B1 (fr) 2018-12-18 2019-12-13 Dispositif de construction pourvu de coffrage grimpant et système d'ascenseur

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP19817333.8A Active EP3899167B1 (fr) 2018-12-18 2019-12-13 Dispositif de construction pourvu de coffrage grimpant et système d'ascenseur

Country Status (7)

Country Link
US (1) US12410625B2 (fr)
EP (2) EP4253300B1 (fr)
CN (1) CN113167072B (fr)
AU (1) AU2019409113B2 (fr)
ES (1) ES3049785T3 (fr)
PL (2) PL3899167T4 (fr)
WO (1) WO2020126906A1 (fr)

Cited By (1)

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DE102025110257A1 (de) * 2025-03-17 2026-04-23 Tk Elevator Innovation And Operations Gmbh Fahrkorb einer Aufzugsanlage, insbesondere Installationsfahrkorb

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CN110844743B (zh) * 2018-08-21 2022-07-12 奥的斯电梯公司 跃层电梯和跃层方法
SG11202104983PA (en) * 2018-12-18 2021-06-29 Inventio Ag Method for operating a construction site device, and construction site device
DE102019205164A1 (de) * 2019-04-10 2020-10-15 Thyssenkrupp Ag Verfahren zur Änderung der Förderhöhe einer Aufzuganlage mittels einer Gleitschalung
CN114105053B (zh) * 2021-10-28 2023-08-01 中建三局第一建设工程有限责任公司 一种爬升机构及布料机
CN115448127A (zh) * 2022-10-10 2022-12-09 上海建工一建集团有限公司 一种钢平台上集成跃层电梯及安装方法
CN115478677B (zh) * 2022-11-01 2023-09-22 宁波建工建乐工程有限公司 一种自提升可调式电梯井作业平台
CN115749235B (zh) * 2022-12-28 2024-07-30 重庆迈高电梯有限公司 一种电梯井道升降脚手架及装配方法
EP4646381A1 (fr) * 2023-01-03 2025-11-12 Inventio Ag Dispositif de chantier de construction ayant un coffrage de montée, et ascenseur s'étendant avec celui-ci
DE102023102305A1 (de) * 2023-01-31 2024-04-11 Tk Elevator Innovation And Operations Gmbh Hebeanordnung und Verfahren zum Bewegen einer Maschinenplattform oder einer Aufzuganlagen-Maschinenraumeinheit
CN117211524A (zh) * 2023-10-30 2023-12-12 中建三局集团有限公司 一种动臂布料机电梯井爬模集成平台
WO2025124923A1 (fr) 2023-12-11 2025-06-19 Inventio Ag Procédé permettant de mesurer un arbre de levage, unité de commande pour un ascenseur à ascension automatique, et ascenseur à ascension automatique
DE102024113066A1 (de) 2024-05-08 2024-06-27 Tk Elevator Innovation And Operations Gmbh Schutzdecke für eine Aufzugsanlage und Aufzugsanlage mit einer solchen

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EP3899167A1 (fr) 2021-10-27
EP4253300A3 (fr) 2023-11-08
PL4253300T3 (pl) 2025-12-22
WO2020126906A1 (fr) 2020-06-25
EP4253300B1 (fr) 2025-10-08
US20220010570A1 (en) 2022-01-13
US12410625B2 (en) 2025-09-09
AU2019409113A1 (en) 2021-06-24
EP4253300C0 (fr) 2025-10-08
EP3899167B1 (fr) 2023-09-06
AU2019409113B2 (en) 2023-05-18
CN113167072B (zh) 2023-05-30
PL3899167T3 (pl) 2024-01-03
EP3899167C0 (fr) 2023-09-06
PL3899167T4 (pl) 2025-12-01
ES3049785T3 (en) 2025-12-18
CN113167072A (zh) 2021-07-23

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