US20160053614A1 - Protective element, concrete element, and method for producing a concrete element - Google Patents

Protective element, concrete element, and method for producing a concrete element Download PDF

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Publication number
US20160053614A1
US20160053614A1 US14/778,602 US201514778602A US2016053614A1 US 20160053614 A1 US20160053614 A1 US 20160053614A1 US 201514778602 A US201514778602 A US 201514778602A US 2016053614 A1 US2016053614 A1 US 2016053614A1
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United States
Prior art keywords
protective
concrete
plastics material
seal
connection
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.)
Abandoned
Application number
US14/778,602
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English (en)
Inventor
Gilles Recher
Sylvain Allain
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.)
Herrenknecht AG
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Herrenknecht AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Herrenknecht AG filed Critical Herrenknecht AG
Assigned to HERRENKNECHT AG reassignment HERRENKNECHT AG ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: ALLAIN, Sylvain, RECHER, GILLES
Publication of US20160053614A1 publication Critical patent/US20160053614A1/en
Assigned to HERRENKNECHT AG reassignment HERRENKNECHT AG ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: RIECHERS, JURG
Abandoned legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/08—Lining with building materials with preformed concrete slabs
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/003—Linings or provisions thereon, specially adapted for traffic tunnels, e.g. with built-in cleaning devices
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/08—Lining with building materials with preformed concrete slabs
    • E21D11/083—Methods or devices for joining adjacent concrete segments
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/08—Lining with building materials with preformed concrete slabs
    • E21D11/086—Methods of making concrete lining segments
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/383—Waterproofing; Heat insulating; Soundproofing; Electric insulating by applying waterproof flexible sheets; Means for fixing the sheets to the tunnel or cavity wall
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/385—Sealing means positioned between adjacent lining members
    • E21D2011/086—

Definitions

  • the invention relates to a protective element for connecting to a concrete element of a tunnel lining and having at least one protective portion which has a side which faces the concrete element and on which is provided at least one connecting element for producing a durable connection of the protective portion to the concrete element, wherein the protective portion has a base portion and/or a wall portion and at least one region consisting of at least one plastics material, and the protective element has at least one seal which is connected in a single piece to the protective portion, wherein the connection is gas-tight and liquid-tight, and the single-piece connection of the seal to the protective portion is produced by injection moulding with the at least one plastics material and thereby forms a first portion of the base portion and/or of the wall portion of the protective portion.
  • Such concrete elements and/or protective elements are known from WO 2011/085734 A1.
  • Such concrete elements are also referred to in specialist circles as “tubbing” and are used, for example, in mechanized shield tunnelling.
  • Use is made here, for example, of tunnelling boring machines which comprise a boring head, behind which is arranged a cylindrical shield with a shield skin and a shield tail.
  • the shield has a smaller external diameter than the boring head, and there is therefore no direct contact between the tunnel wall and shield.
  • the concrete elements are positioned on the shield periphery in the tail of the shield. They are pressed, counter to the advancement direction, onto the adjacent, last-fitted concrete element and connected thereto.
  • a plurality of concrete elements together form a ring over the entire circumference of the tunnel.
  • the gap between ring and tunnel wall is filled with cement, for example in order to prevent settling.
  • This method of tunnel construction is also used, inter alia, for constructing wastewater lines, in particular relatively large collecting lines.
  • the sealing of the casing of the tunnel here is subject to stringent requirements.
  • the inner side of the tubbings is sealed by a casing, and therefore it is not possible for any wastewater, or any gases rising up from the wastewater, to pass into the concrete via the tunnel walls and to damage same (corrosion).
  • WO 2005/024183 A1 and also JP 2004 132 002 disclose that the tubbings used for the tunnel lining are produced beforehand, and that a casing is arranged on the inner side of the tubbings as the latter are being produced, this casing, when the individual tubbing rings are in the assembled state, sealing the tunnel wall against water and gases.
  • the concrete element here has provided on it a protective layer, which covers an inner surface of the tubbing, this inner surface being located opposite a convex outer surface.
  • This protective layer consists, according to WO 2005/024183 A1, of glass-fibre plastics material or polyethylene (PE) or, according to JP 2004 132 002, of a synthetic resin and, in this case, in particular of polyethylene (PE), polypropylene (PP), PVC, polyester or vinylester and is anchored firmly in the concrete by mechanical anchoring means, and therefore the protective layer is connected inseparably to the concrete.
  • the protective layer here is designed such that only the inner side of the tubbing element is covered (JP 2004 132 002) or else a side surface of the concrete element is likewise also partially enclosed (WO 2005/024183 A1).
  • a seal which projects beyond the protective layer, is then provided on the side surface.
  • the seal is produced from an elastic material, and therefore, when the individual tubbings are being assembled to form the tunnel lining, the joints between the adjacent concrete elements are closed by the seal.
  • the concrete element of WO 2005/024183 A1 itself is produced by means of a formwork.
  • a protective layer is positioned on the base of the formwork.
  • protective-layer elements are placed on the side walls of the formwork.
  • the formwork also has an aperture, into which the seal is inserted.
  • the concrete is then introduced into the formwork, in conjunction with reinforcement. Once the concrete has set, the tubbing is used as tunnel lining.
  • WO 2011/085734 A1 shows an improvement to this. It has been found, in practice, in the arrangement according to WO 2005/024183 A1 that leakage can occur in the transition between the protective layer and seal where sufficient care has not been taken, during the production of the concrete element, in respect of inserting the seal into the formwork and/or in respect of arranging the seal in relation to the protective layer.
  • WO 2011/085734 A1 shows that the protective element is produced in an injection mould in which the seal is inserted and is enclosed by the inserted plastics material, with the result that a liquid-tight and gas-tight connection between the seal and protective element is produced.
  • Polydicyclopentadiene (pDCPD) is disclosed as a particularly advantageous plastics material for encapsulating the seal.
  • the object according to the invention is achieved in that the base portion and/or the wall portion of the protective portion have/has at least one second portion, in that the second portion has an areal extent, and in that the second portion is connected to the first portion by injection moulding.
  • Injection moulding is to be understood here as all methods which can be subsumed under injection moulding, that is to say methods in which one or more thermoplastics/thermosets/elastomers, for example as polymers or else a monomers, are introduced directly into a mould alone, individually, successively or simultaneously (for example overmoulding or multi-component injection moulding), or in which monomers are processed which only become polymers in the injection mould (for example reaction overmoulding).
  • a further teaching of the invention provides that the second portion essentially consists of a film, a plate or a sheet which is preferably connected to connecting elements, and/or that the second portion is formed from a further plastics material.
  • a further teaching of the invention provides that the base portion of the protective portion is essentially formed from the second portion, and/or that the connection between the first and second portion is a butt joint, or that the first portion at least partially encloses the second portion in certain portions.
  • a liquid-tight and gas-tight connection is produced in a particularly simple manner by the single-piece connection of the seal and of the connecting elements to the protective portion.
  • the injection moulding can ensure that the protective elements are produced with a consistently high quality, and therefore, in respect of the completed concrete element, the protective action of the protective element is particularly high and of a consistently high quality, irrespective of the process used for producing the concrete element.
  • the protective element here is formed such that, in relation to the seal, the injection-moulding material encloses the material of the seal at least on three sides.
  • the connecting element is a honeycomb structure, a crosspiece, a pin and/or a sheet-like element with openings.
  • the protective portion is connected in a single piece to the at least one connecting element, wherein preferably the single-piece connection is produced by injection moulding the plastics material.
  • sheet-like elements such as honeycomb structures or sheet-like portions with through-openings allow the protective element to be anchored to particularly good effect to the concrete element over the entire surface area of the protective element.
  • the additional provision of pins or the like, which extend possibly further into the concrete of the concrete element, can give rise to an enhanced increase in the retaining force at certain points.
  • the protective element should be fully capable of withstanding the water pressure, it is also particularly advantageous if the shape and the choice of material of the connecting elements are freely available, and if, in particular in the case of connecting elements which do not consist of plastics material, the injection moulding can provide for a corresponding connection between connecting element and protective portion. Furthermore, for the case where the connecting elements of the injection-moulded portion of the protective portion are likewise produced from the same plastics material as the protective element, the injection moulding makes it possible to provide for a particularly wide variety of shapes for the connecting elements. Furthermore, it is possible for the connecting elements to be produced by extrusion when producing the respective portion of the protective portion.
  • a further teaching of the invention in this context provides also for a ceiling element, this therefore resulting in a hollow body, into which the concrete and possibly, during the injection-moulding operation, reinforcement are then introduced. This is advantageous, in particular, if the concrete element also has to have its outer sides protected against aggressive waters in the ground.
  • the plastics material is a polydicyclopentadiene (pDCPD), preferably in a form which is resistant to high temperatures, or a resin, wherein reinforcing elements, for example glass fibres, may possibly be added to the plastic resin.
  • pDCPD polydicyclopentadiene
  • This plastics material makes it possible to achieve a high production speed, on account of the rapid processing properties. A particularly high resistance during use is achieved at the same time.
  • plastics material of the sheet-like element is a thermoplastic, preferably PE.
  • these plastics materials are particularly cost-effective plastics materials. Components made from them, for example plates, sheets or films, can be produced directly in situ in a decentralized manner, and therefore there is no need for considerable transportation expenditure and possibly also storage expenditure for the completed products.
  • the teaching of the invention provides that an above-described protective element is used.
  • a protective element makes it possible to achieve sufficient joint sealing, which provides corresponding sealing of the protective coating of the tunnel against liquids and gases.
  • the solution of the invention provides that a protective element described above is produced from a plastics material by injection moulding, the completed protective element is inserted into a mould, and the protective element is connected to concrete and, once setting has taken place, is removed from the mould.
  • the prefabrication of the protective element by injection moulding in the case of which the retaining elements and seal are connected in a single piece to the protective portion of the protective element, provides for a simple production method because the above-described possible sources of error in the production of the concrete element are eliminated, since all that is required is for a single component to be introduced into the formwork, and therefore the source of error in the transition between protective layer and seal is eliminated.
  • the upper side of the concrete elements is also provided with a protective element or a protective layer. It is possible here for this protective element or the protective layer to be provided even before the concrete is fed into the formwork or else thereafter, for example by being coated on or the like.
  • FIG. 1 show a first three-dimensional view of a concrete element according to the invention
  • FIG. 2 shows a second three-dimensional illustration of the concrete element according to the invention
  • FIG. 3 shows a side view of the concrete element according to the invention
  • FIG. 4 shows a sectional view through the concrete element according to the invention
  • FIG. 5 shows an enlarged detail of a sectional view of a corner region according to FIG. 4 .
  • FIGS. 6 to 9 show various embodiments of the protective element according to the invention.
  • a concrete element 10 according to the invention ( FIG. 1 to FIG. 3 ) is a segment portion (tubbing) of a tunnel lining.
  • the segment portion has a convex upper side 11 and an underside 12 (concealed by a protective element 20 in FIGS. 1 to 3 ) arranged opposite the upper side.
  • the protective element 20 is arranged on the inner side 12 of the concrete element.
  • the protective element 20 has a base portion 21 and wall portions 22 , 23 .
  • An accommodating region 29 in which a seal 30 is arranged, is provided on these wall portions 22 , 23 .
  • the connection between seal 30 and protective element 20 is obtained by injection moulding.
  • the protective element 20 has on its wall portions 22 , a first portion 25 consisting of an injection-mouldable plastics material.
  • the base portion 21 has a second portion 28 with an areal extent.
  • the concrete element 10 is illustrated in section in FIG. 4 with a first embodiment of the protective element 20 according to the invention.
  • FIG. 5 shows an enlarged detail of the corner region of FIG. 4 .
  • Further embodiments of the protective element 20 are illustrated in FIGS. 6 to 9 .
  • the protective element 20 has, as illustrated in FIG. 4 , a base portion 21 , on the outer sides of which wall portions 22 , 23 are arranged essentially at right angles, although they may also be in any other desired arrangement.
  • the inner side of the base portion has pin elements 17 .
  • crosspieces it is also possible for crosspieces to be arranged parallel to one outer wall and for crosspieces 28 to be arranged parallel to the outer wall arranged at right angles thereto.
  • the crosspieces can, for example, be provided with openings, through which the concrete 16 can pass and thus once it has set, produces a particularly durable connection.
  • a protrusion 27 is provided, this being positioned on the wall portion 22 , 23 at an angle of 45-90° and being provided with openings 26 likewise in order to produce a durable connection.
  • the seal 30 is arranged in an accommodating region 29 .
  • the seal 30 consists of an elastic plastics material.
  • the seal 30 has a sealing surface 31 which, when the individual concrete elements are being assembled, comes into contact with either another concrete surface or another sealing surface 31 of a seal 30 .
  • the seal 30 has chambers 32 in its interior. When the concrete elements 10 are being assembled, the elastic plastics material of the seal 30 is deformed and the chambers 32 are compressed. Retaining protrusions 33 are arranged opposite the sealing surface 31 , and engage in the plastics material of the side wall 22 , 23 of the protective element 20 . These retaining protrusions and the nearby sidewalls of the seal 30 become connected to the plastics material of the protective element during injection moulding or are surrounded thereby in a gas-tight manner.
  • a honeycomb structure 24 is arranged on the inner side of the base portion 21 of the protective element 20 .
  • This honeycomb structure can, for example, be adhesively bonded to the base portion 21 or be anchored in some other way.
  • concrete 16 can penetrate into the honeycomb structure 24 and set there.
  • the high surface of the honeycomb structure 24 provides for a large contact surface area between the honeycomb structure 24 and concrete 16 , and therefore high retaining forces are present once the concrete 16 has set.
  • the honeycomb structure 24 is assisted by further connecting elements, which are likewise in the form of crosspieces (not illustrated), or pin elements 17 . It is possible for the crosspieces and/or pins 17 to be formed from a plastics material of the protective element 20 or as an alternative, or in addition, for these to be provided from other material, for example metal.
  • FIG. 4 a reinforcement 15 is provided in addition to the connecting elements in the form of pins 17 .
  • the reinforcement either, as illustrated in FIG. 4 , rests on the connecting elements 17 or, as an alternative, can also rest on the honeycomb structure 24 or the base portion 21 .
  • FIG. 5 shows a section through a concrete element according to the invention.
  • the reinforcement 15 here, just like the honeycomb structure 24 and the crosspieces and/or pins 17 , is surrounded by the concrete 16 .
  • the protective element has a first portion 25 which is obtained by injection moulding and comprises the seal 30 .
  • This first portion is produced from an injection-mouldable material during injection moulding.
  • the base portion 21 has a second portion 28 of the protective element 20 .
  • This is a sheet-like element 34 , for example in the form of a sheet, film or plate.
  • Integral components in this embodiment of the second portion 28 are T-shaped pin elements 17 . These are either arranged on the sheet-like element or the pin elements 17 consist of the same material as the sheet-like element 34 .
  • the connection of the sheet-like element 34 is achieved by injection moulding of the first portion 25 .
  • FIG. 6 to FIG. 9 show various exemplary ways of connecting the second portion 28 to the first portion 25 .
  • This connection can take the form of a butt joint ( FIGS. 6 , 7 and 9 ) or the second portion 28 is enclosed by the first portion on one side (not illustrated) or on both sides ( FIG. 8 ).
  • the sheet-like element forming the second portion 28 is provided not only as a component of the base portion 21 but also as the wall portion 22 , 23 .
  • the connection in the form of a butt joint, as illustrated in FIGS. 6 , 7 and 9 has surprisingly proved to be sufficient in particular when connecting PE as sheet-like element 34 and pDCPD as injection-mouldable plastics material of the first portion 25 .
  • a plurality of sheet-like portions 34 possibly consisting of different materials which are then connected via a plurality of first portions 25 to one another via the or a plurality of different injection-mouldable plastics materials. This applies for the base portion 21 , wall portion 22 , 23 and ceiling portions.
  • a concrete element 10 according to the invention is produced by providing a formwork which is in the shape of the subsequent concrete element.
  • the exterior shape here may be a circle-segment portion.
  • the plan view may be, for example, either rectangular or trapezoidal.
  • This formwork has inserted into it a prepared protective element 20 which, during its production, was connected in a single piece to the seal 30 . Following insertion of the protective element 20 , the reinforcement 15 is inserted into the formwork, and the concrete 16 is cast in place.
  • the protective element 20 may be configured such that it is a hollow body into which the concrete is introduced, as a result of which it is possible to dispense with the formwork.
  • the reinforcement 15 is then introduced during production of the hollow body or is introduced into the hollow body together with the concrete (fibre reinforcement).
  • the protective element 20 is produced by an injection mould, which is representative of the shape of the protective element 20 , being created.
  • the seal 30 is then positioned in the injection mould, in the accommodating region 29 provided for this purpose.
  • the sheet-like portions 34 are inserted into the mould either as base portion 21 or as part of the base portion 21 and/or as part of the wall portions 22 , 23 .
  • further connecting means and/or reinforcement 15 can be introduced into the injection mould, provided that these are to be produced from a material different from the protective element itself.
  • the injection-mouldable plastics material is then introduced into the injection mould. Once the plastics material has hardened, the protective element 20 can be removed from the mould and supplied for producing the concrete element 10 .
  • the side walls 13 of the concrete element 10 contain cavities (not illustrated), into which are inserted brackets (not illustrated), in which bolts (not illustrated) are arranged in order to connect the individual concrete elements 10 to one another to form a ring.
  • the concrete elements 10 according to the invention are used for casing a tunnel, there is therefore no need to provide any sealing for the joints between the concrete elements 10 .
  • guide holes are provided either in the side walls 14 of the concrete elements 10 or in the form of a half-element in the side walls 13 . When two concrete elements are assembled via the bolts, these half-segments then form the guide hole. With the aid of the guide rods, the concrete elements 10 of the following lining ring of the tunnel lining can be exactly positioned in a simple manner, since these elements likewise have the guide holes and the guide rods are then introduced into the guide holes.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
US14/778,602 2014-03-21 2015-02-18 Protective element, concrete element, and method for producing a concrete element Abandoned US20160053614A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP14001047.1A EP2921643B1 (de) 2014-03-21 2014-03-21 Schutzelement, Betonelement und Verfahren zur Herstellung eines Betonelements
EP14001047.1 2014-03-21
PCT/EP2015/000364 WO2015139807A2 (de) 2014-03-21 2015-02-18 Schutzelement, betonelement und verfahren zur herstellung eines betonelements

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US20160053614A1 true US20160053614A1 (en) 2016-02-25

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US14/778,602 Abandoned US20160053614A1 (en) 2014-03-21 2015-02-18 Protective element, concrete element, and method for producing a concrete element

Country Status (12)

Country Link
US (1) US20160053614A1 (pl)
EP (1) EP2921643B1 (pl)
CN (1) CN106103894B (pl)
AU (1) AU2015233840B2 (pl)
DK (1) DK2921643T3 (pl)
ES (1) ES2812554T3 (pl)
MY (1) MY175580A (pl)
PL (1) PL2921643T3 (pl)
PT (1) PT2921643T (pl)
SG (1) SG10201502175PA (pl)
TR (1) TR201513442U1 (pl)
WO (1) WO2015139807A2 (pl)

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US20220025766A1 (en) * 2019-02-04 2022-01-27 Technische Universität Wien Reinforced concrete tubbing segment
JP2022137623A (ja) * 2021-03-09 2022-09-22 鹿島建設株式会社 止水構造
IT202200017982A1 (it) * 2022-09-01 2024-03-01 Fama Srl Guarnizione per conci per la costruzione di tunnel
IT202200025425A1 (it) * 2022-12-13 2024-06-13 Libera Carlo Dalla Concio di rivestimento

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EP3591166B1 (de) * 2018-07-02 2021-06-02 Herrenknecht Aktiengesellschaft Tunnelausbau zusammengesetzt aus wenigstens zwei betonelementen

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Publication number Priority date Publication date Assignee Title
JP2017210770A (ja) * 2016-05-24 2017-11-30 東日本高速道路株式会社 セグメントの継手構造
US20220025766A1 (en) * 2019-02-04 2022-01-27 Technische Universität Wien Reinforced concrete tubbing segment
US11867060B2 (en) * 2019-02-04 2024-01-09 Technische Universität Wien Reinforced concrete tubbing segment
JP2022137623A (ja) * 2021-03-09 2022-09-22 鹿島建設株式会社 止水構造
JP7506010B2 (ja) 2021-03-09 2024-06-25 鹿島建設株式会社 止水構造
IT202200017982A1 (it) * 2022-09-01 2024-03-01 Fama Srl Guarnizione per conci per la costruzione di tunnel
IT202200025425A1 (it) * 2022-12-13 2024-06-13 Libera Carlo Dalla Concio di rivestimento

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WO2015139807A2 (de) 2015-09-24
AU2015233840B2 (en) 2017-11-09
CN106103894B (zh) 2019-09-10
AU2015233840A1 (en) 2016-10-13
DK2921643T3 (da) 2020-09-07
PT2921643T (pt) 2020-08-26
WO2015139807A3 (de) 2015-12-10
ES2812554T3 (es) 2021-03-17
TR201513442U1 (tr) 2019-02-21
EP2921643A1 (de) 2015-09-23
EP2921643B1 (de) 2020-07-22
CN106103894A (zh) 2016-11-09
MY175580A (en) 2020-07-01
PL2921643T3 (pl) 2020-11-02

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