EP3049580A1 - Dispositif et procede d'ancrage - Google Patents
Dispositif et procede d'ancrageInfo
- Publication number
- EP3049580A1 EP3049580A1 EP14736874.0A EP14736874A EP3049580A1 EP 3049580 A1 EP3049580 A1 EP 3049580A1 EP 14736874 A EP14736874 A EP 14736874A EP 3049580 A1 EP3049580 A1 EP 3049580A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- metal cage
- cage
- face
- stud
- 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.)
- Granted
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 82
- 238000000034 method Methods 0.000 title claims abstract description 27
- 239000002184 metal Substances 0.000 claims abstract description 82
- 229910052751 metal Inorganic materials 0.000 claims abstract description 82
- 238000009415 formwork Methods 0.000 claims abstract description 48
- 239000006223 plastic coating Substances 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 description 15
- 238000000576 coating method Methods 0.000 description 15
- -1 polyethylene Polymers 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000004698 Polyethylene Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 229920001577 copolymer Polymers 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229920000573 polyethylene Polymers 0.000 description 3
- 239000004743 Polypropylene Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 229920001155 polypropylene Polymers 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 206010013647 Drowning Diseases 0.000 description 1
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000003749 cleanliness Effects 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
- 239000001257 hydrogen Substances 0.000 description 1
- 125000004435 hydrogen atom Chemical class [H]* 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
- 239000004416 thermosoftening plastic Substances 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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 line tower. a ski lift.
- a mechanical lift structure such as a passenger loading station, an unloading 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.
- 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 When the structure is a line pylon, it includes, among other things, a pylon body on which rests a pebble beam.
- a station of a chairlift comprising a metal suspension frame a pulley.
- the metal frame includes two triangular piers each having two iron feet assembled in an inverted "V".
- the bases of the feet are attached to anchor blocks consisting of concrete blocks.
- Concrete anchors are poured onto the station's assembly site using lost wooden formwork. It is also necessary to first pour a concrete slab, called "concrete cleanliness", on which the anchoring devices are made.
- the concrete slab and the anchoring devices must be allowed to dry for a long time, at least seven days, which slows the construction of the station. Furthermore, the drying is strongly influenced by the weather conditions, which further slows the process of mounting the station.
- 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.
- the plot comprises:
- anchoring means configured to receive the structure
- a metal cage comprising a housing for receiving the anchoring means
- 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 method comprises a step of producing the stud in which:
- a metal cage is constructed comprising a housing
- anchoring means configured to receive the work
- a flexible formwork is mounted around the lateral faces of the metal cage to retain a poured concrete within the metal cage.
- 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.
- FIG. 1 schematically illustrates a side view of an embodiment of an anchoring device according to the invention
- FIG. 2 schematically illustrates a top view of the stud of the anchoring device of Figure 1;
- FIG. 3 schematically illustrates an embodiment of a fixing of the anchoring means to a metal cage
- FIG. 4 schematically illustrates a side view of another embodiment of an anchoring device according to the invention.
- FIG. 5 schematically illustrates an embodiment of a fixing of a flexible formwork to a metal cage
- FIG. 5a schematically illustrates a top view of the pad according to another embodiment
- FIGS. 1 and 2 schematically show an anchoring device 1 for the foundations of a mechanical lift structure 2, in particular an aerial cable lift.
- the structure 2 can be a station support, for example a station pylon to support the upper structure of the station.
- the structure 2 may be a line pylon as illustrated in FIG. 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 in Figures 1 and 2 for simplification purposes.
- the flexible formwork 8 is illustrated in FIGS. 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
- An anchoring pin 9 may be attached to a cross bar 21 by means of a locking bar 22 and two bolts 23, as shown in FIG. to block the anchor rod 9 against the crossbar 21.
- first ends of a set of anchor rods 9 are fixed to the first belt 18.
- other locking brackets to fix the other ends of the anchor rods 9 of this assembly to the second support belt 19.
- the anchoring means 6 are fixed using 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.
- FIG. 4 shows an embodiment of the flexible formwork 8.
- 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 its attachment to the cage 7.
- the coating 24 can be attached to the rods 7
- the coating 24 provided with two films 25, 26 may comprise an additional mesh 29, preferably metal, disposed 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 blister plate 40.
- the blister 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 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. 6.
- the concrete slab 5 is produced, by drowning in the slab 5 cables 31, then is developed on the concrete slab 5, a metal structure 32 of the sole 4.
- the cables 31 are resistant to traction, preferably 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 metal structure 32 of the sole 4 and to the intercrossed 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. 8.
- the cables 31, partly embedded in the concrete slab 5 are connected to the stud 3, for example by the intermediate 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.
- the method comprises a step S4, illustrated in Figure 10, wherein is poured concrete at within 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)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Piles And Underground Anchors (AREA)
- Ladders (AREA)
- Foundations (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Revetment (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
Claims
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 true EP3049580A1 (fr) | 2016-08-03 |
EP3049580B1 EP3049580B1 (fr) | 2017-11-01 |
Family
ID=49667224
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP14736874.0A Active EP3049580B1 (fr) | 2013-09-26 | 2014-06-05 | Dispositif et procede d'ancrage |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP3049580B1 (fr) |
JP (1) | JP6483094B2 (fr) |
KR (1) | KR102322558B1 (fr) |
CN (1) | CN105556039B (fr) |
BR (1) | BR112016006217B1 (fr) |
ES (1) | ES2657113T3 (fr) |
FR (1) | FR3011012B1 (fr) |
WO (1) | WO2015044534A1 (fr) |
Families Citing this family (5)
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)
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FR2255200B1 (fr) * | 1973-12-20 | 1976-07-23 | Pomagalski Sa | |
JPS55101961U (fr) * | 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 |
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2013
- 2013-09-26 FR FR1302239A patent/FR3011012B1/fr not_active Expired - Fee Related
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- 2014-06-05 ES ES14736874.0T patent/ES2657113T3/es active Active
- 2014-06-05 KR KR1020167007861A patent/KR102322558B1/ko active IP Right Grant
- 2014-06-05 JP JP2016515941A patent/JP6483094B2/ja active Active
- 2014-06-05 WO PCT/FR2014/000126 patent/WO2015044534A1/fr active Application Filing
- 2014-06-05 CN CN201480051849.XA patent/CN105556039B/zh active Active
- 2014-06-05 EP EP14736874.0A patent/EP3049580B1/fr active Active
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Publication number | Publication date |
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KR102322558B1 (ko) | 2021-11-04 |
JP6483094B2 (ja) | 2019-03-13 |
CN105556039B (zh) | 2018-07-10 |
BR112016006217B1 (pt) | 2021-10-19 |
WO2015044534A1 (fr) | 2015-04-02 |
EP3049580B1 (fr) | 2017-11-01 |
ES2657113T3 (es) | 2018-03-01 |
KR20160062011A (ko) | 2016-06-01 |
BR112016006217A2 (pt) | 2017-08-01 |
FR3011012A1 (fr) | 2015-03-27 |
FR3011012B1 (fr) | 2015-11-13 |
JP2016532022A (ja) | 2016-10-13 |
CN105556039A (zh) | 2016-05-04 |
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