EP3049580B1 - Verfahren zur herstellung eines grundankers - Google Patents

Verfahren zur herstellung eines grundankers Download PDF

Info

Publication number
EP3049580B1
EP3049580B1 EP14736874.0A EP14736874A EP3049580B1 EP 3049580 B1 EP3049580 B1 EP 3049580B1 EP 14736874 A EP14736874 A EP 14736874A EP 3049580 B1 EP3049580 B1 EP 3049580B1
Authority
EP
European Patent Office
Prior art keywords
metal cage
cage
face
flexible formwork
anchoring
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
EP14736874.0A
Other languages
English (en)
French (fr)
Other versions
EP3049580A1 (de
Inventor
PAGE Maxime LE
Philippe Laville
Edouard DOVILLAIRE
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
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 Poma SA filed Critical Poma SA
Publication of EP3049580A1 publication Critical patent/EP3049580A1/de
Application granted granted Critical
Publication of EP3049580B1 publication Critical patent/EP3049580B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • 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
    • E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/13—Geometrical or physical properties having at least a mesh portion
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0007—Production methods using a mold
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0006—Plastics
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/40—Miscellaneous comprising stabilising elements

Definitions

  • the invention relates to the anchoring of the foundations of a mechanical lift structure, in particular ropeway lifts, such as a ski lift, a chairlift or a gondola lift, and in particular to the anchoring of a railway line pylon. a ski lift.
  • a mechanical lift such as a boarding station, a landing station, or a line tower
  • the construction being carried out in the open air it is subject to external constraints, such as work safety constraints at height, assembly and adjustment constraints of the various elements and weather that can delay the assembly of the book, especially during the winter period.
  • a pit is dug and foundations are made comprising one or more concrete anchoring devices intended to support the structure.
  • the structure is a station, it includes, among other things, a traction sheave pulley carrying the vehicles.
  • the structure is a line pylon, it includes, among other things, a pylon body on which rests a pebble beam.
  • the surface of the anchoring device intended to receive the body of the pylon may be inclined at a non-zero slope with respect to the ground so as to incline the pylon. and thus allow a deflection of the aerial cable.
  • aerial ropeway lifts are sometimes mounted on sites that are difficult to access, either because the site is remote from a road or because the site is sloping.
  • the line towers of such lifts are mounted on slopes of up to 45%, and most of the landing stations for people are at the top of the slopes and are not accessible by truck. It is therefore necessary to transport the various elements to carry out the anchoring devices, and then to mount the anchoring devices on site.
  • An object of the invention is to overcome the drawbacks mentioned above, and in particular to provide an anchoring device for foundations lift structure that is transportable and easy to mount on site, while being sufficiently robust to meet the required safety standards.
  • Another object of the invention is to provide a line pylon of a mechanical lift provided with such an anchoring device.
  • Yet another object of the invention is to provide an anchoring method for mechanical lift structure foundations that is quick to execute.
  • an anchoring device for foundations of a mechanical lift structure, in particular aerial cable, comprising a stud intended to support the structure.
  • An anchoring device is thus easily transportable, in particular by helicopter.
  • the stud is transportable and maintains the integrity of the anchoring means, the metal cage, and flexible formwork.
  • the stud can be routed in a single set of elements integral with each other.
  • Such an anchoring device is quick to mount on site.
  • the pad can be made in the factory and the stud manufacturing step can no longer be subjected to the weather.
  • such a stud makes it possible to provide a more easily transportable anchoring device from the manufacturing plant to the assembly site of the lift structure.
  • the flexible formwork may include a plastic coating.
  • the flexible formwork may comprise at least one dimpled plate.
  • the flexible formwork may further comprise a metal mesh.
  • the flexible formwork can be arranged outside the metal cage.
  • the metal cage may comprise a first face provided with the housing for receiving the anchoring means and a second face opposite to the first face, the first face being inclined relative to the second face along a non-zero slope.
  • an anchoring device having an inclined face, for tilting the structure, whose slope slope is controlled.
  • Such an anchoring device is standardized and can meet the different needs of cableway installers.
  • a lift line pylon comprising at least one anchoring device as defined above.
  • an anchoring method for foundations of a mechanical lift structure, in particular aerial cable, comprising a stud intended to support the structure.
  • the step of mounting the flexible formwork may include a provision of the flexible formwork outside the metal cage.
  • the step of developing the metal cage may comprise an embodiment of a first face of the metal cage provided with the housing for receiving the anchoring means and inclined relative to a second face opposite to the first face in a non-directional slope. nothing.
  • the method may comprise, after the step of producing the stud, a step of transporting the stud while maintaining the integrity of the anchoring means, the metal cage, and the flexible formwork.
  • the method may further comprise a step of mounting the stud made on a base of the foundations, and a step in which concrete is poured into the metal cage of the stud.
  • the method may further comprise, after the step of mounting the realized pad, a step of adjusting the inclination of the first face.
  • the structure 2 can be a station support, for example a station pylon to support the upper structure of the station.
  • the structure 2 can be a line pylon as illustrated on the figure 1 .
  • the line pylon is generally provided with a rocker, not shown here for simplification purposes, to support the aerial cable of the ski lift on which are hung the transport vehicles.
  • the anchoring device 1 comprises a stud 3 intended to support the structure 2.
  • the anchoring device 1 may comprise a soleplate 4.
  • the soleplate 4 is intended to receive the stud 3 to increase the stability of the anchoring device 1
  • the sole 4 can be placed directly on the ground, preferably on the bottom of a pit made in the ground.
  • the sole 4 is made of concrete and rests on a concrete slab 5.
  • the stud 3 comprises anchoring means 6, a metal cage 7 and a flexible formwork 8, not shown on the figures 1 and 2 for simplification purposes.
  • the flexible formwork 8 is illustrated in Figures 4, 5 , and 7 to 9 .
  • the anchoring means 6 are configured to receive the structure 2 of the mechanical lift. In other words, the anchoring means 6 mechanically fix the structure 2 to the stud 3.
  • the anchoring means 6 can comprise several anchoring rods 9.
  • the anchoring rods 9 make it possible to fix the body of the pylon 2 on the stud 3.
  • the anchor rods 9 are arranged in a circle and are held parallel to each other by means of at least one hollow disk 10.
  • the anchoring rods 9 and the, or the, hollow disk (s) 10 are preferably of metal.
  • the metal cage 7 is made from intertwined metal rods, for example steel or copper or iron.
  • the cage 7 comprises a housing 11 for receiving the anchoring means 6.
  • the cage 7 has a hexahedral shape and comprises six faces 12 to 17.
  • the cage 7 has a shape of a right prism.
  • the cage 7 has two opposite parallel faces 14, 16 which are right trapezes.
  • the cage 7 comprises a first face 12 provided with the housing 11 to receive the anchoring means 6, a second face 13 opposite the first face 12, and four lateral faces 14 to 17 which are joint.
  • the cage 7 can comprise support belts 18 to 20 made from angle iron or T-shaped metal bars.
  • the cage 7 comprises at least two support belts 18, 19 which are intended to fix the anchoring means 6 to the cage 7.
  • the angles 18 to 20 are preferably welded to the metal rods of the cage 7.
  • the cage 7 comprises a first support belt 18 located at one end of the a cage, around the first face 12, a second support belt 19 parallel to the first belt 18 and located about halfway up the cage 7, and a third belt 20 located at the other end of the cage 7, around of the second face 13.
  • the third belt 20 allows a good seating of the stud 3 on the sole 4.
  • the first and second support belts 18, 19 comprise transverse bars 21 on which are fixed rods anchoring means 9.
  • an anchor rod 9 can be fastened to a transverse bar 21 by means of a locking stirrup 22 and two bolts 23 to lock the anchor rod 9 against the crossbar 21.
  • first ends of a set of anchoring rods 9 are fixed to the first belt 18.
  • other locking brackets may also be used to fix the other ends of the rods.
  • anchoring 9 of this assembly to the second support belt 19.
  • the anchoring means 6 are fixed by means of eight locking brackets 22, four of which cooperate with the first support belt 18 and four others. cooperate with the second support belt 19.
  • the metal cage 7 is made so that the first face 12 is inclined relative to the second face 13 in a non-zero slope.
  • the slope can be between 5% and 35%.
  • the slope can be equal to 5%, 20% or 35%, so as to provide a range of standardized pads for which the slope is refined at the factory.
  • the realization of the pad 3 in the factory makes it possible to control the design of the metal structure of the pad 3 and thus provide an anchoring device 1 of better quality compared to an anchor pad made on site and therefore subject to external constraints.
  • the stud 3 of the anchoring device 1 proposed is intended to be made of concrete.
  • the concrete is preferably cast in situ, and it is therefore proposed a pad 3 which can be transportable.
  • the stud 3 is transportable and maintains the integrity of the anchoring means 6, the metal cage 7 and the flexible form 8.
  • the stud may have a mass of between 900 Kg and 3500 Kg.
  • the mass of the pad 3 is between 900 Kg and 1000 Kg to be transportable easily by helicopter.
  • the flexible formwork 8 is particularly light and deformable with respect to the wooden formwork used in the prior art. Moreover, the flexible formwork 8 is deformable so as to be disposed around the lateral faces 14 to 17 of the metal cage 7, while being resistant to retain the concrete poured into the cage 7.
  • the flexible formwork 8 may comprise a plastic coating 24, preferably a thermoplastic coating 24 made of polyethylene. Such a coating 24 mainly comprises carbon and hydrogen, it is therefore neither toxic nor pollutant for groundwater.
  • such a formwork has a mass per unit area of about 3 kg per m 2 which is less than that of the wood used for formwork, which is generally between 3.5 and 11 kg per m 2 .
  • the flexible formwork 8 may be made of a material based on a copolymer comprising polypropylene and polyethylene. This material is resistant to retaining cast concrete, while having deformable properties to be bent and cut easily. This material copolymer may have a basis weight of between 250 and 2000 gr per m 2 , it is in this case particularly light.
  • the coating 24 may comprise two films 25, 26 superimposed on one another.
  • the coating 24 may, in addition, comprise a metal mesh 27 so as to stiffen the coating 24 to facilitate the retention of the cast concrete within the cage 7.
  • the coating 24 comprises a single film 25, the film 25 is disposed between the intercrossed metal rods of the cage 7 and the metal mesh 27.
  • the coating 24 comprises two films 25, 26 and the metal mesh 27 is preferably inserted between the two films 25, 26.
  • the coating 24 thus formed is preferably arranged against the interlocking metal rods of the cage 7 and outside thereof.
  • Such flexible formwork 8 can be easily cut to achieve a two-dimensional pattern to suitably cover the side faces 14 to 17 of the cage 7.
  • the flexible formwork 8 can be easily folded according to the shape of the cage 7 The flexible formwork 8 is thus easy to mount around the cage 7, it does not require a lifting device to arrange it around the cage 7.
  • the flexible formwork 8 is mounted around the lateral faces 14 to 17 of the metal cage 7.
  • the coating 24 covers the lateral faces 14 to 17 of the cage 7.
  • the coating 24 may also be disposed of Inside the cage 7.
  • the coating 24 is disposed outside the metal cage 7 to facilitate attachment to the cage 7.
  • the coating 24 may be fixed to the metal rods of the cage 7 by means of fasteners 28.
  • the coating 24 provided with two films 25, 26 may comprise an additional mesh 29, preferably metal, arranged against the outer film 26 of the coating 24.
  • the stud 3 may comprise an end formwork 30 located at the first face 12 of the metal cage 7.
  • the end formwork 30 may be made from the coating 24, or may be made of wood.
  • the wooden end casing 30 advantageously protects the flexible formwork 8 during a step of transporting the stud 3 and during a step of adjusting the orientation of the first face 12 of the cage 7.
  • the flexible formwork 8 comprises at least one corrugated plate 40.
  • the corrugated plate 40 is made from the copolymer comprising polypropylene and polyethylene.
  • Such flexible formwork 8 can be easily cut to form a two-dimensional pattern to suitably cover the lateral faces 14 to 17 of the cage 7.
  • the flexible formwork 8 comprises four cut-out honeycomb plates for respectively covering the lateral faces 14 to 17 of the metal cage 7.
  • the flexible formwork 8 provided with at least one corrugated plate 40 is mounted around the side faces 14 to 17 and outside the metal cage 7, as shown in FIG. figure 5a .
  • the metal mesh 27 may be located against the honeycomb plates to maintain them against the metal cage 7.
  • the flexible form is mounted inside the metal cage 7, against the intercrossed metal rods of the cage 7.
  • the flexible formwork 8 comprises a plurality of honeycomb plates arranged one against the other is forming a set of plates mounted around the side faces and outside the metal cage 7.
  • each dimpled plate makes it possible to insert bars of the metal mesh 27 inside the cells.
  • the cells of a blister plate 40 may be oriented parallel to the edges of the side faces 14 to 17 which connect them together.
  • the cells may be longitudinal, that is to say they extend from the first face 12 to the second face 13 of the cage 7.
  • the cells of a honeycomb plate may be oriented perpendicularly at the edges of side faces 14 to 17. In this case, the cells extend from a side face to the opposite side face.
  • the anchoring method may comprise an initial step S0 for mounting the sole 4, as illustrated in FIG. figure 6 .
  • the concrete slab 5 is made by embedding the cables 31 in the slab 5, and a metal structure 32 of the sole 4 is produced on the concrete slab 5.
  • the cables 31 are tensile-resistant, preferably of steel.
  • the metal structure 32 comprises a mesh of metal rods, and the structure 32 further comprises a receiving space 33 to integrate the stud 3 in the sole 4.
  • the method further comprises a step of producing the stud 3, during which the metal cage 7 provided with the housing 11 is designed to receive the anchoring means 6, the anchoring means 6 are mounted in the housing 11, in In particular, the anchoring means 6 are fixed to the metal cage 7, then the flexible formwork 8 is placed around the lateral faces 14 to 17 of the cage 7.
  • the step of producing the stud 3 is carried out in a zone outside the mounting site of the anchoring device 1, for example in a sheltered area.
  • the method comprises a step of transporting the stud 3 while maintaining the integrity of the stud 3. The stud 3 is transported from the zone where it is made to the site where it is located. mounts the anchoring device 1.
  • the method may comprise a step in which additional metal bars are welded to the structure 32 of the sole 4 and the interlocking metal rods of the cage 7. This step of optional welding makes it possible to connect the metal structures of the sole 4 and the pad 3 to reinforce the anchoring device 1.
  • the method can comprise, after the mounting step S1, a step S2 of adjusting the inclination of the first face 12 of the cage 7, as illustrated in FIG. figure 8 .
  • the cables 31, embedded partially in the concrete slab 5 are connected to the stud 3, for example by means of straps.
  • the straps are provided with adjustment means for adjusting the tension of the straps.
  • the user can refine the position of the pad 3 relative to the sole 4.
  • the user can thus adjust the orientation of the first face 12 of the cage 7 relative to the ground.
  • the straps thus put under tension allow to stabilize the pad 3 during the pouring stage of the concrete.
  • the stud 3 comprises a wooden end form 30 hooked to the metal cage 7
  • the straps are attached to the end form 30 so as not to deform the cage 7 when the straps are tensioned.
  • concrete is poured to form the sole 4, as shown in FIG. figure 9 .
  • the method comprises a step S4, illustrated in FIG. figure 10 , in which concrete is poured into the metal cage 7 to form the concrete pad 3.
  • the step S3 of realization of the sole 4 of concrete and step S4 in which concrete is poured to form the concrete pad 3, are carried out successively without waiting for the drying of the sole 4 Alternatively, it is possible to wait for the concrete sole 4 to dry before pouring concrete into the cage 7 to form the concrete pad 3.
  • the straps are cut, the anchoring device 1 is then ready to receive the work 2. Then, the pit in which the concrete slab 5 has been laid is filled in to finalize the assembly. .
  • an upper part of the metal cage 7 and the flexible formwork 8 are cut, that is to say a part located at the level of the first face 12, in order to leave the concrete visible in the upper part of the stud 3.
  • the device and the anchoring method which have just been described make it possible to provide a robust and fast anchoring device for mounting on site.
  • an anchoring device is standardized to offer the possibility of tilting the structure that it supports with an inclination whose value is controlled.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Foundations (AREA)
  • Ladders (AREA)
  • Revetment (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (15)

  1. Verankerungsvorrichtung für Bauwerksfundamente mechanischer Aufstiegshilfen (2), insbesondere Luftseilbahnen, die einen Kern (3) aufweist, der dazu bestimmt ist, das Bauwerk (2) zu tragen, dadurch gekennzeichnet, dass der Kern (3) umfasst:
    - Verankerungsmittel (6), die so ausgestaltet sind, dass sie das Bauwerk (2) aufnehmen können;
    - einen Metallkäfig (7), der einen Aufnahmeraum (11) zur Aufnahme der Verankerungsmittel (6) umfasst; und
    - eine biegsame Schalung, die um die Seitenwände (14, 15, 17) des Metallkäfigs (7) herum montiert ist, um in den Metallkäfig (7) gegossenen Beton zu halten.
  2. Vorrichtung nach Anspruch 1, bei der die biegsame Schalung eine Kunststoffbeschichtung (24) aufweist.
  3. Vorrichtung nach Anspruch 1 oder 2, bei der die biegsame Schalung mindestens eine wabenförmige Platte (40) umfasst.
  4. Vorrichtung nach Anspruch 2 oder 3, bei der die biegsame Schalung außerdem ein Metallgeflecht (27) umfasst.
  5. Vorrichtung nach einem der Ansprüche 1 bis 4, bei der die biegsame Schalung außerhalb des Metallkäfigs (7) angeordnet ist.
  6. Vorrichtung nach einem der Ansprüche 1 bis 5, bei der der Metallkäfig (7) eine erste Seite (12) aufweist, die mit dem Aufnahmebereich (11) zur Aufnahme der Verankerungsmittel (6) versehen ist, sowie eine zweite, zur ersten Seite (12) entgegengesetzt angeordnete Seite (13), wobei die erste Seite (12) bezüglich der zweiten Seite (13) eine Neigung aufweist, die nicht gleich Null ist.
  7. Streckenpfeiler einer Seilbahnanlage, der mindestens eine Verankerungsvorrichtung nach einem der Ansprüche 1 bis 6 umfasst.
  8. Verfahren zur Verankerung von Bauwerksfundamenten mechanischer Aufstiegshilfen, insbesondere von Seilbahnen, das einen Kern aufweist, der dazu bestimmt ist, das Bauwerk zu tragen, dadurch gekennzeichnet, dass es einen Schritt zur Herstellung des Kerns aufweist, in dem:
    - ein Metallkäfig mit einem Aufnahmebereich hergestellt wird;
    - in dem Aufnahmebereich des Metallkäfigs Verankerungsmittel montiert werden, die so vorgesehen sind, dass sie das Bauwerk aufnehmen; und
    - eine biegsame Schalung um die Seitenflächen des Metallkäfigs herum montiert wird, um in den Metallkäfig gegossenen Beton zu halten.
  9. Verfahren nach Anspruch 8, bei dem die biegsame Schalung ausgehend von einer Kunststoffbeschichtung hergestellt ist.
  10. Verfahren nach Anspruch 8 oder 9, bei dem die biegsame Schalung mindestens eine wabenförmige Platte umfasst.
  11. Verfahren nach einem der Ansprüche 8 bis 10, bei dem der Montageschritt der biegsamen Schalung ein Anordnen der biegsamen Schalung außerhalb des Metallkäfigs umfasst.
  12. Verfahren nach einem der Ansprüche 8 bis 11, bei dem der Herstellungsschritt für den Metallkäfig die Herstellung einer ersten Seite des Metallkäfigs umfasst, die mit dem Aufnahmebereich zur Aufnahme der Verankerungsmittel versehen und bezüglich einer zweiten, zur ersten entgegengesetzten Seite eine Neigung aufweist, die nicht gleich Null ist.
  13. Verfahren nach einem der Ansprüche 8 bis 12, das nach dem Herstellungsschritt des Kerns einen Transportschritt des Kerns umfasst, bei dem die Verankerungsmittel, der Metallkäfig und die biegsame Schalung als Ganzes erhalten bleiben.
  14. Verfahren nach Anspruch 13, das ferner einen Montageschritt des Kerns umfasst, der auf einer Fußplatte der Fundamente ausgeführt wird, sowie einen Schritt, bei dem Beton in den Metallkäfig des Kerns gegossen wird.
  15. Verfahren nach Anspruch 14, das nach Abschluss des Kernmontageschritts einen Schritt zur Einstellung der Neigung der ersten Seite umfasst.
EP14736874.0A 2013-09-26 2014-06-05 Verfahren zur herstellung eines grundankers Active EP3049580B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1302239A FR3011012B1 (fr) 2013-09-26 2013-09-26 Dispositif et procede d'ancrage pour des fondations d'ouvrage de remontee mecanique et pylone de ligne comprenant un tel dispositif
PCT/FR2014/000126 WO2015044534A1 (fr) 2013-09-26 2014-06-05 Dispositif et procede d'ancrage

Publications (2)

Publication Number Publication Date
EP3049580A1 EP3049580A1 (de) 2016-08-03
EP3049580B1 true EP3049580B1 (de) 2017-11-01

Family

ID=49667224

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14736874.0A Active EP3049580B1 (de) 2013-09-26 2014-06-05 Verfahren zur herstellung eines grundankers

Country Status (8)

Country Link
EP (1) EP3049580B1 (de)
JP (1) JP6483094B2 (de)
KR (1) KR102322558B1 (de)
CN (1) CN105556039B (de)
BR (1) BR112016006217B1 (de)
ES (1) ES2657113T3 (de)
FR (1) FR3011012B1 (de)
WO (1) WO2015044534A1 (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10501939B2 (en) 2017-12-22 2019-12-10 Lance Nill Anchor platform assembly
ES2761748A1 (es) * 2018-11-19 2020-05-20 Nabrawind Tech Sl Cimentación para torre de un aerogenerador
CN112049009B (zh) * 2020-08-13 2022-11-18 中铁大桥勘测设计院集团有限公司 一种浅埋式筏型锚碇
JP7422054B2 (ja) 2020-11-10 2024-01-25 鹿島建設株式会社 コンクリート構造物の構築方法およびコンクリート構造物
CN114790715B (zh) * 2022-05-27 2024-05-14 中交二航局第一工程有限公司 自适应折叠的钢模板装置

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2255200B1 (de) * 1973-12-20 1976-07-23 Pomagalski Sa
JPS55101961U (de) * 1978-12-28 1980-07-16
JPS5639266A (en) * 1979-09-06 1981-04-14 Nippon Carbide Kogyo Kk Making method and form for structure
JPS59138662A (ja) * 1983-01-27 1984-08-09 ア−スニクス株式会社 ネツト型枠材
JPH05195619A (ja) * 1992-01-17 1993-08-03 Nippon Ferrous Kogyo Kk 可撓性型枠およびその製造方法
CN1137303A (zh) * 1993-11-02 1996-12-04 弹性模板有限公司 柔性模板
US5586417A (en) * 1994-11-23 1996-12-24 Henderson; Allan P. Tensionless pier foundation
JPH08319626A (ja) * 1995-05-25 1996-12-03 Toho Kenzai:Kk 鉄塔建設基礎施工法及びその型枠
JPH10317665A (ja) * 1997-05-20 1998-12-02 Fujita Corp 型枠の製作方法
JP2002138662A (ja) 2000-10-31 2002-05-17 Hiwatari Kensetsu Kk 型 枠
FR2841271A1 (fr) * 2002-06-21 2003-12-26 Pomagalski Sa Procede de realisation d'un massif d'ancrage
US6840491B2 (en) * 2002-12-11 2005-01-11 F & S Manufacturing Inc. Footing form
JP2007303073A (ja) * 2006-05-08 2007-11-22 Sumitomo Forestry Co Ltd 地中梁
CN101446088B (zh) * 2008-11-11 2012-03-28 中国电力科学研究院 一种用于戈壁滩碎石土地区的杆塔基础施工方法
KR100924652B1 (ko) 2009-07-22 2009-11-03 (주)이가종합건축사사무소 허니콤부재를 이용한 토건용 거푸집 패널
CN202323991U (zh) * 2011-12-06 2012-07-11 南京国电南自新能源工程技术有限公司 一种后张法预应力墩基础结构
DE102012001109A1 (de) * 2012-01-23 2013-07-25 Drössler GmbH Umwelttechnik Hybridturm
CN103147457A (zh) * 2013-02-18 2013-06-12 广东明阳风电产业集团有限公司 一种风力发电机独立柱基础制作方法
CN103225313A (zh) * 2013-04-23 2013-07-31 天津大学 一种用于预应力钢筋混凝土复合基础的连接法兰

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
CN105556039A (zh) 2016-05-04
KR102322558B1 (ko) 2021-11-04
EP3049580A1 (de) 2016-08-03
ES2657113T3 (es) 2018-03-01
KR20160062011A (ko) 2016-06-01
BR112016006217A2 (pt) 2017-08-01
WO2015044534A1 (fr) 2015-04-02
CN105556039B (zh) 2018-07-10
BR112016006217B1 (pt) 2021-10-19
JP2016532022A (ja) 2016-10-13
FR3011012A1 (fr) 2015-03-27
JP6483094B2 (ja) 2019-03-13
FR3011012B1 (fr) 2015-11-13

Similar Documents

Publication Publication Date Title
EP3049580B1 (de) Verfahren zur herstellung eines grundankers
EP3593064B1 (de) Solarmatte
FR3035134A1 (fr) Coffrage, procede de decoffrage, et procede de fabrication d'une portion de batiment
EP3081524B1 (de) Fahrbahnschutz mit netz
FR2992672A1 (fr) Construction a haute resistance et procede de mise en oeuvre
EP2837742B1 (de) Verankerungsvorrichtung für Bauwerksfundamente von Seilbahnen, und Herstellungsverfahren einer solchen Vorrichtung
FR2964133A1 (fr) Dispositif de maintien sur une plate forme d'un mat vertical
FR2626909A1 (fr) Pont haubane et son procede de construction
EP0352204B1 (de) Verfahren und Vorrichtung zum Befestigen von Landungsbrücken auf Pfählen
EP3056465B1 (de) Optimiertes System zum Schutz eines Bauwerks
WO2022123130A1 (fr) Procédé d'assemblage d'un parc éolien offshore flottant
EP2711260B1 (de) Seilbahnstation, insbesondere eines Sesselliftes oder einer Gondelbahn, und Montage- und Demontageverfahren einer solchen Station
FR3021337A1 (fr) Portique de coffrage et coffrage muni d'un tel portique, procede de decoffrage, procede de fabrication de portion de mur ou de batiment, portion de mur et batiment.
FR2881448A1 (fr) Procede de renforcement de fondations de pylone par jumelage
EP4124692B1 (de) Versetzbare mauer mit betonskelett
FR3065471B1 (fr) Ouvrage comportant au moins une arche et procede de fabrication associe
EP3165690A1 (de) Bewohnbarer fertigbau und entsprechende montagemethode
FR2460370A1 (fr) Structure couvrante mobile
FR2953242A1 (fr) Dispositif d'ancrage d'un appareillage sur une dalle
FR3129133A1 (fr) Installation de mise à l’eau d’une charge lourde
EP4003004A1 (de) Hängende bühnen für shows mit verankerungssystemen und vorgefertigten modulen
FR2992668A1 (fr) Charpente et procede de montage
WO2004077609A1 (fr) Dispositif modulaire destine a assurer la stabilite d'un objet soumis a des forces horizontales
FR2488929A1 (fr) Procede d'ancrage ou de constitution de fondations pour element de construction ou similaire
FR3077319A1 (fr) Pylone auto-stable et procede d'installation du pylone

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: 20160218

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

AX Request for extension of the european patent

Extension state: BA ME

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: 20170526

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

Ref country code: AT

Ref legal event code: REF

Ref document number: 942161

Country of ref document: AT

Kind code of ref document: T

Effective date: 20171115

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602014016602

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: CABINET ROLAND NITHARDT CONSEILS EN PROPRIETE , CH

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2657113

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20180301

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20171101

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

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: 20171101

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: 20171101

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: 20171101

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: 20180201

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: 20171101

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

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: 20171101

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: 20171101

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: 20180301

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: 20180201

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: 20180202

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: 20171101

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20171101

Ref country code: SK

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: 20171101

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: 20171101

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: 20171101

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: 20171101

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602014016602

Country of ref document: DE

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

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: 20171101

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: 20171101

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: 20171101

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

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: 20171101

26N No opposition filed

Effective date: 20180802

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: 20171101

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

Effective date: 20180605

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20180630

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: 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: 20171101

Ref country code: LU

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

Effective date: 20180605

REG Reference to a national code

Ref country code: AT

Ref legal event code: UEP

Ref document number: 942161

Country of ref document: AT

Kind code of ref document: T

Effective date: 20171101

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: 20180605

Ref country code: IE

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

Effective date: 20180605

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: 20180630

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ACTOSPHERE SARL, CH

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

Ref country code: TR

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: 20171101

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

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: 20171101

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 NON-PAYMENT OF DUE FEES

Effective date: 20171101

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: 20140605

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: 20171101

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

Ref country code: DE

Payment date: 20230627

Year of fee payment: 10

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

Ref country code: ES

Payment date: 20230721

Year of fee payment: 10

Ref country code: CH

Payment date: 20230702

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: 20240618

Year of fee payment: 11

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

Ref country code: FR

Payment date: 20240625

Year of fee payment: 11

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

Ref country code: IT

Payment date: 20240606

Year of fee payment: 11