EP2837742B1 - Verankerungsvorrichtung für Bauwerksfundamente von Seilbahnen, und Herstellungsverfahren einer solchen Vorrichtung - Google Patents

Verankerungsvorrichtung für Bauwerksfundamente von Seilbahnen, und Herstellungsverfahren einer solchen Vorrichtung Download PDF

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Publication number
EP2837742B1
EP2837742B1 EP14354012.8A EP14354012A EP2837742B1 EP 2837742 B1 EP2837742 B1 EP 2837742B1 EP 14354012 A EP14354012 A EP 14354012A EP 2837742 B1 EP2837742 B1 EP 2837742B1
Authority
EP
European Patent Office
Prior art keywords
stack
anchoring device
plates
prefabricated concrete
prefabricated
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.)
Not-in-force
Application number
EP14354012.8A
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English (en)
French (fr)
Other versions
EP2837742A1 (de
Inventor
Christophe Martot
Benoît Vachez
Olivier Bertolami
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.)
Poma SA
Original Assignee
Poma SA
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Publication date
Application filed by Poma SA filed Critical Poma SA
Publication of EP2837742A1 publication Critical patent/EP2837742A1/de
Application granted granted Critical
Publication of EP2837742B1 publication Critical patent/EP2837742B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B12/00—Component parts, details or accessories not provided for in groups B61B7/00 - B61B11/00

Definitions

  • the invention relates to anchoring means for foundations of a mechanical lift structure, in particular a teleported or telescopic type.
  • a lift such as a landing station, a boarding station, or a line tower
  • a pit is dug and one or more concrete anchoring device is made to carry the upper part of the structure.
  • the upper part comprises, among other things, the traction sheave of the towing cable carrying the vehicles.
  • the upper part comprises, inter alia, a pebble beam.
  • An object of the invention is to overcome the drawbacks mentioned above, and in particular to provide an anchoring device for mechanical lift structure foundations which is fast to mount while being sufficiently robust and which meets the standards. required.
  • Another object of the invention is to provide a method of manufacturing an anchoring device that is quick to perform.
  • Yet another object of the invention is to provide a station and a line pylon of a ski lift provided with such an anchoring device.
  • an anchoring device for foundations of a mechanical lift structure in particular a teleported or ski lift type, comprising a base intended to be placed on the ground and a metal structure mechanically connected to an upper part of the work and the base.
  • the base comprises at least one stack of prefabricated concrete plates.
  • an anchoring device which is quick to assemble, and whose mounting steps are less subject to weather conditions.
  • prefabricated concrete slabs can be made in the factory and it is no longer necessary to cast the anchoring devices on site. In addition, there is no longer a need to wait for the on-site drying of the base. In particular, the prefabrication stage of the plates can no longer be subjected to bad weather because the plates are made in an area dedicated to the manufacture of concrete parts, such as a factory or a closed room. In addition, it is possible to obtain better control over the manufacture of anchoring devices in order to guarantee greater robustness to the structure. Furthermore, the realization of an anchoring device using prefabricated concrete plates makes it possible to provide a more easily transportable device from the plate manufacturing plant to the assembly site of the structure. Prefabricated concrete slabs may be transported together, if transport permits, or in packages each having a weight less than the plate conveyor limit.
  • the device may comprise at least one reinforcing means attached to the metal structure and configured to hold in position the prefabricated concrete plates of at least one stack.
  • each reinforcement means comprises at least one threaded rod fixed to the metal structure and passing through the prefabricated concrete plates of the stack to which the reinforcing means is associated.
  • At least one prefabricated concrete plate of a stack of the base may comprise a threaded insert for fixing at least one threaded rod to said prefabricated concrete plate.
  • each reinforcing means comprises at least one metal collar attached to the metal structure and surrounding the prefabricated concrete plates of the stack to which the reinforcement means is associated.
  • the prefabricated concrete plates of the same stack may be identical to each other. Thus one can provide homogeneous elements to manufacture the anchoring devices, and avoid dispersions on the manufacturing quality of the devices.
  • the prefabricated concrete plates of each stack can be identical to each other.
  • a lift station comprising at least one anchoring device as defined above.
  • a lift line pylon comprising at least one anchoring device as defined above.
  • an anchoring device for foundations of a mechanical lift structure in particular a teleported or telescopic type.
  • the mounting step may comprise depositing a bed of sand on the floor and placing each stack of prefabricated concrete plates on the deposited sand bed.
  • the mounting step comprises an embodiment of at least one concrete screed on the floor and a laying of each stack of prefabricated concrete plates on said concrete screed made.
  • Station 1 cable car, including chairlift or gondola.
  • Station 1 can also be intended for a ski lift or a telecorde (also called fil-neige).
  • the station 1 comprises an upper part 2 and a lower part 3 on which the upper part 2 rests.
  • the upper part 2 comprises a roof 4, a frame 5 to support the roof 4, and a pulley 6 for driving a cable.
  • tractor 7 on which are hung vehicles, such as seats or cabins, for the transport of persons or other.
  • Station 1 can be a boarding or disembarking station. We have shown on the figure 1 , an embodiment of a station 1 boarding people.
  • the boarding station 1 comprises a motor 8 mounted on the frame 5, to drive the pulley 6, in particular via a drive shaft 9.
  • the lower part 3 of the station 1 comprises, in turn, at least one anchoring device 10 to support the upper part 2 of the station 1, and comprises at least one pylon 12.
  • Each pylon 12 is mounted between an anchoring device 10 and the frame 5 so as to raise the upper part 2 of the station 1.
  • the station 1 comprises an anchoring device 10 and a pylon 12.
  • the station 1 may comprise several anchoring devices on which several pylons are respectively based.
  • each anchoring device 10 is placed at a predetermined location on the ground delimiting a mounting zone 14.
  • the ground may be located in the mountains or in the city.
  • the mounting area 14 may be integrated within an open or closed building.
  • the mounting zone 14 may comprise a pit 17 comprising one or more stages.
  • Each anchoring device 10 can be placed directly on the predetermined location of the ground.
  • each anchoring device 10 can be placed directly on the bottom of the pit 17 which then forms the mounting zone 14.
  • the predetermined location of the ground can be covered in part by a bed of 20, and each anchoring device 10 is placed on the sand bed 20 which forms the mounting zone 14. also consider replacing the sand bed 20 with a screed made of concrete.
  • each concrete screed is scraped.
  • a liquid sealing mortar forming the mounting zone 14 and each anchoring device is placed on the sealing mortar produced.
  • the sealing mortar makes it possible to improve the physical contact of the anchoring device 10 with the concrete screed.
  • the pit 17 can be filled with an embankment, earth or rubble, to a level of the ground 21, shown here in dashed lines.
  • the various elements of the anchoring devices 10 of a mechanical lift structure are preferably made in a manufacturing zone distinct from the mounting zone 14, that is to say that the manufacturing zone is located outside the the mounting zone 14.
  • the mounting zone 14 may be located in the open air or not, in the mountains or in the city, and may be more or less distant from the manufacturing area.
  • the manufacturing zone may include a room that is particularly suitable for producing the parts of the anchoring device 10.
  • the room is a closed room in which the parts to be produced are not subjected to the weather.
  • Each anchoring device 10 comprises a base 25 and a metal structure 27.
  • the base 25 is intended to be placed on the ground.
  • the metal structure 27 is mechanically connected to the upper part 2 of the structure and to the base 25.
  • the metal structure 27 is mounted on the base 25 and is intended to receive a pylon 12 of the structure.
  • the pylon 12 may be a station pylon, as illustrated in FIG. figure 1 , or line.
  • the base 25 of each anchoring device 10 comprises at least one stack 28 of several prefabricated concrete plates 29. Each prefabricated plate 29 is preferably made in one piece. Alternatively, each prefabricated plate 29 may comprise a plurality of prefabricated concrete plates 40, as illustrated in FIG. figure 4 .
  • a set of several plates 40 form a plate 29 when the plates are assembled at the same level.
  • the prefabricated plates 29 of the same stack 28 are made separately, and the base 25 of the anchoring device 10 is made by an assembly of the aforementioned distinct plates 29.
  • the assembly of the prefabricated plates 29 of the anchoring device 10 can be carried out in the manufacturing zone, or preferably in the mounting zone 14.
  • the prefabricated concrete plates 29 can be transported from the prefabrication zone to the mounting zone 14. Here is meant by transporting an element of the station 1, a displacement of the element of a first zone towards a second distinct zone and in which the integrity of the element is preserved for its reuse in the second zone.
  • the base 25 made using a stack of plates makes it possible to modify the positioning of the plates, and therefore of the base 25, before filling the pit 17 of backfill, that is to say, to validate the correct position of the anchoring device 10.
  • the base 25 made using a stack of plates makes it possible to modify the positioning of the plates, and therefore of the base 25, before filling the pit 17 of backfill, that is to say, to validate the correct position of the anchoring device 10.
  • concrete monobloc anchoring devices are made by casting the concrete on site, once the concrete is poured, it can no longer be modified with accurately the position of the anchoring device.
  • Each anchoring device 10 also comprises at least one reinforcing means 30 fastened to the metal structure 27 of the anchoring device 10.
  • the reinforcing means 30 make it possible to reinforce the anchoring device 10 subjected in particular to the load of the part superior 2 of the work. More particularly, each reinforcing means 30 of an anchoring device is configured to hold in position the prefabricated concrete plates 29 of at least one stack 28 of the anchoring device 10.
  • each reinforcing means 30 of an anchoring device 10 comprises at least one threaded rod 31.
  • Each threaded rod 31 is fixed to the metal structure 27 of the anchoring device 10.
  • each threaded rod 31 passes through the prefabricated concrete plates of the stack 28 to which the reinforcement means 30 is associated.
  • the prefabricated concrete plates 29 of the same stack 28 are provided with orifices, not shown here for the sake of simplification, to allow the threaded rods 31 to pass while the base 25 is being mounted. 10.
  • the plates 29 are prefabricated at the factory before being assembled to form the base 25 of the anchoring device 10.
  • the prefabricated concrete plates 29 can also include threaded inserts for the passage and fixing of the threaded rods 31.
  • each threaded rod 31 passes through the plates 29 of the same stack 28 so that the ends of the threaded rod 31 is are located outside the stack 28. More particularly, the first end of each threaded rod 31 is mechanically fixed to the metal structure 27 of the anchoring device 10.
  • the second end of each threaded rod 31 may be bent, or blocked with a nut so as to strengthen the base 25 of the anchoring device 10.
  • the second end of each threaded rod 31 may be embedded in the sealing mortar defined above.
  • each metal structure 27 of an anchoring device 10 is preferably modular, in other words, the metal structure 27 is made from several separate parts assembled together when mounting the anchoring device 10 in the area. 14.
  • each metal structure 27 comprises a base 32 mounted on one or more rails 33, by means of rivets.
  • each metal structure 27 also comprises an anchoring system comprising a plurality of anchoring rods 34.
  • the anchoring rods 34 are fixed to one end of the base 32, and make it possible to fix a pylon 12 on the base 32. the example shown in the figure 1 the first end of each threaded rod 31 is mechanically fastened to one of the rails 33 of the metal structure 27 of the anchoring device 10.
  • each reinforcing means 30 of an anchoring device comprises at least one metal collar 35 fastened to the metal structure 27 of the anchoring device, for example by means of rivets.
  • Each collar 35 surrounds the prefabricated concrete plates 29 of a stack 28 of the anchoring device 10.
  • the anchoring device 10 comprises two separate stacks 28a and 28b of prefabricated concrete plates 29.
  • FIG. 4 the various elements of an anchoring device 10 are schematically represented before mounting the base 25.
  • figure 5 the anchoring device 10 described in FIG. figure 4 after the mounting of the base 25.
  • the mounting of an anchoring device comprises a prefabrication step in which each prefabricated concrete plate 29 is produced in the manufacturing zone. After the prefabrication step, a transport step of each prefabricated concrete plate 29 is carried out, from the manufacturing area to the mounting area 14. For example, prefabricated concrete plates 29 are transported by truck, by helicopter, or any other motorized means powerful enough to lift and carry at least one prefabricated concrete plate 29. Then, after having transported the prefabricated concrete plates 29 to the mounting zone 14, a mounting step of the anchoring device comprising a mounting of the base 25 by stacking the prefabricated concrete plates 29 on a predetermined location of the The mounting step may comprise, before assembling the prefabricated plates, a step of excavation in which the pit 17 is dug in the ground of the mounting zone 14.
  • the mounting step may further comprise a deposition of the sand bed 20, or an embodiment of a concrete screed, with or without mortar, on the bottom of the pit 17.
  • the base 25 is mounted, either directly on the ground or the bottom of the pit 17, or on the sand bed 20 previously deposited on the ground or the bottom of the pit 17, either on the concrete screed.

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  • Engineering & Computer Science (AREA)
  • Transportation (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Road Paving Structures (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Claims (12)

  1. Verankerungsvorrichtung für Bauwerksfundamente von Seilbahnen, wie insbesondere Luftseilbahnen oder Schlepplifte, die einen Sockel (25) umfasst, der auf dem Boden aufgestellt wird, sowie einen Metallaufbau (27), der mechanisch mit einem oberen Teil (2) des Bauwerks und dem Sockel (25) verbunden ist, dadurch gekennzeichnet, dass der Sockel (25) mindestens einen Stapel (28) aus vorgefertigten Betonplatten (29) umfasst.
  2. Vorrichtung nach Anspruch 1, die mindestens eine Verstärkungsvorrichtung (30) umfasst, die an dem Metallaufbau (27) befestigt und so vorgesehen ist, dass sie die vorgefertigten Betonplatten (29) mindestens eines Stapels (28) in ihrer Position hält.
  3. Vorrichtung nach Anspruch 2, bei der jede Verstärkungsvorrichtung (30) mindestens eine Gewindestange (31) umfasst, die an dem Metallaufbau (27) befestigt ist und durch die vorgefertigten Betonplatten (29) des Stapels (28) geführt ist, zu dem die Verstärkungsvorrichtung (30) gehört.
  4. Vorrichtung nach Anspruch 3, bei der mindestens eine vorgefertigte Betonplatte (29) eines Stapels (28) des Sockels (25) einen gewindeten Einsatz umfasst, um mindestens eine Gewindestange (31) an der genannten vorgefertigten Betonplatte (29) zu befestigen.
  5. Vorrichtung nach Anspruch 2, bei der jede Verstärkungsvorrichtung (30) mindestens einen Metallspannring (35) umfasst, der an dem Metallaufbau (27) befestigt ist und die vorgefertigten Betonplatten (29) des Stapels (28) umgibt, zu dem die Verstärkungsvorrichtung (30) gehört.
  6. Vorrichtung nach einem der Ansprüche 1 bis 5, bei der die vorgefertigten Betonplatten (29) ein und desselben Stapels (28) miteinander identisch sind.
  7. Vorrichtung nach einem der Ansprüche 1 bis 6, bei der die vorgefertigten Betonplatten (29) jedes Stapels (28) miteinander identisch sind.
  8. Seilbahnstation, die mindestens eine Verankerungsvorrichtung nach einem der Ansprüche 1 bis 7 umfasst.
  9. Pfeiler einer Seilbahnanlage, der mindestens eine Verankerungsvorrichtung nach einem der Ansprüche 1 bis 7 umfasst.
  10. Verfahren zur Herstellung einer Verankerungsvorrichtung nach einem der Ansprüche 1 bis 7 für die Bauwerkfundamente einer Seilbahn, wie insbesondere einer Luftseilbahn oder eines Schlepplifts, dadurch gekennzeichnet, dass es umfasst:
    - einen Vorfertigungsschritt, bei dem ein Metallaufbau und mindestens ein Stapel aus vorgefertigten Betonplatten hergestellt wird; und
    - einen Schritt zur Montage der Verankerungsvorrichtung, der das Aufstellen jedes Stapels aus vorgefertigten Betonplatten auf dem Boden und eine Befestigung des Metallaufbaus auf jedem Stapel aus vorgefertigten Betonplatten umfasst.
  11. Verfahren nach Anspruch 10, bei dem der Montageschritt ein Aufbringen eines Sandbettes auf dem Boden und das Aufsetzen jedes Stapels aus vorgefertigten Betonplatten auf dem aufgebrachten Sandbett umfasst.
  12. Verfahren nach Anspruch 10, bei dem der Montageschritt die Herstellung mindestens einer Betondecke auf dem Boden und das Aufstellen jedes Stapels aus vorgefertigten Betonplatten auf dieser entstandenen Betondecke umfasst.
EP14354012.8A 2013-08-13 2014-06-05 Verankerungsvorrichtung für Bauwerksfundamente von Seilbahnen, und Herstellungsverfahren einer solchen Vorrichtung Not-in-force EP2837742B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1301930A FR3009725B1 (fr) 2013-08-13 2013-08-13 Dispositif d'ancrage pour des fondations d'ouvrage de remontee mecanique, et procede de fabrication d'un tel dispositif

Publications (2)

Publication Number Publication Date
EP2837742A1 EP2837742A1 (de) 2015-02-18
EP2837742B1 true EP2837742B1 (de) 2016-10-05

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EP14354012.8A Not-in-force EP2837742B1 (de) 2013-08-13 2014-06-05 Verankerungsvorrichtung für Bauwerksfundamente von Seilbahnen, und Herstellungsverfahren einer solchen Vorrichtung

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EP (1) EP2837742B1 (de)
KR (1) KR20150020078A (de)
CN (1) CN104372804A (de)
FR (1) FR3009725B1 (de)
RU (1) RU2652050C2 (de)

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CN108775193B (zh) * 2018-07-03 2024-03-26 镇江市高等专科学校 一种线杆搭建地面稳定基座
RU193712U1 (ru) * 2019-08-12 2019-11-11 Закрытое акционерное общество "Русские Башни" Сборный фундамент мачты
IT202000011074A1 (it) * 2020-05-14 2021-11-14 C M L S R L Plinto prefabbricato, stazione radio base comprendente tale plinto e metodo per assemblare un plinto

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Also Published As

Publication number Publication date
EP2837742A1 (de) 2015-02-18
FR3009725A1 (fr) 2015-02-20
RU2014133017A (ru) 2016-03-10
FR3009725B1 (fr) 2015-09-18
KR20150020078A (ko) 2015-02-25
CN104372804A (zh) 2015-02-25
RU2652050C2 (ru) 2018-04-24

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