EP2478156A2 - Unterlegplatte für die befestigung einer schiene auf einem festen untergrund und befestigung einer schiene - Google Patents
Unterlegplatte für die befestigung einer schiene auf einem festen untergrund und befestigung einer schieneInfo
- Publication number
- EP2478156A2 EP2478156A2 EP10752829A EP10752829A EP2478156A2 EP 2478156 A2 EP2478156 A2 EP 2478156A2 EP 10752829 A EP10752829 A EP 10752829A EP 10752829 A EP10752829 A EP 10752829A EP 2478156 A2 EP2478156 A2 EP 2478156A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- shim
- sleeve
- rail
- hold
- opening
- 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
- 239000007787 solid Substances 0.000 title claims abstract description 23
- 239000004033 plastic Substances 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims abstract description 13
- 230000002093 peripheral effect Effects 0.000 claims description 26
- 239000000945 filler Substances 0.000 claims description 14
- 239000000758 substrate Substances 0.000 claims description 7
- 239000013013 elastic material Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000006835 compression Effects 0.000 description 4
- 238000007906 compression Methods 0.000 description 4
- 230000006378 damage Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000012778 molding material Substances 0.000 description 3
- 239000004952 Polyamide Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 229920002647 polyamide Polymers 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 241001669679 Eleotris Species 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000009969 flowable effect Effects 0.000 description 1
- 239000011888 foil Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000035945 sensitivity Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/40—Tie-plates for flat-bottom rails
- E01B9/42—Tie-plates for flat-bottom rails of two or more parts
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/44—Fastening the rail on the tie-plate
Definitions
- the invention relates to a shim for the
- a stiffening structure is formed, which is formed by ribs and between them existing depressions.
- the invention relates to an under
- ECF rail fastening system
- Underground lying support plate is arranged.
- protruding portions of the shim each one leading from its top to its bottom
- the eccentric sleeve has at its upper end in the mounting position a projection in the form of a
- Eccentric sleeve is a screw inserted in the screwed into the solid underground dowel and so forms a rotation axis for the sleeve.
- Holding-down eccentric sleeve is clamped with a defined hold-down force against the solid ground.
- Stiffening structure which is formed of intersecting ribs which define between each unfilled recesses.
- through holes are formed in the washer, through which from the underside of the washer forth as a
- Hexagon bolt can be plugged to a
- EP 1 950 347 A2 consisting of plastic shim is intended to be placed directly on the respective solid surface.
- the known shim is provided on its narrow sides with three through holes, through which one can be screwed into the solid ground
- Track width adjustment still an elastic mounting of the rail are provided.
- the object of the invention was to design a shim, which on the one hand has a minimized weight and an optimized stiffness and on the other hand is suitable, on a
- manufactured shim for the attachment of a rail on a solid surface are at least some, preferably all depressions in their
- Underside molded stiffening structure with a filler closed By filling the recess is prevented during assembly of such a shim on an elastic layer of the danger that pushes the stiffening structure under load in the elastic intermediate layer and this sustained damage.
- “Closed” in this context means any kind of filling of the recesses, which ensures that in the case of the fully assembled system in the case of
- Underlay plate according to the invention are filled with molding material.
- the filler may be, for example, a sufficiently strong foil or plate which closes the opening of the respective recess.
- Wells can be achieved or contribute filler in addition to the sound insulation or take on another additional function, it may also be appropriate to fill the wells completely with the filler, or to give each so much filler in the wells that the filler on the respective
- Protruding depression limiting ribs are particularly sure that there is no damage to the elastic intermediate layer through the ribs in practical use.
- the filling with the filler is particularly sure that there is no damage to the elastic intermediate layer through the ribs in practical use.
- the filler can be injected into the depressions in the flowable state or used as a prefabricated molded element.
- Clamping element for bracing a particular for holding down the rail to be fastened spring element be fastened.
- a through-opening leading from the top to the underside of the shim can be molded into the respective support shoulder.
- seated clamping screw can withstand the high torques that can occur during clamping of the respective spring element, without any separate
- each side surface of the screw head is assigned to a formed on the peripheral wall of the bearing contact surface.
- Contact surface extends over a partial length of each associated side surface of the screw head, so that the respective side surfaces of the screw head in the assembled state at their respective assigned
- Support surface are supported flat.
- the abutment surfaces of the circumferential wall are arranged at a distance from one another, so that between two adjacent ones
- Contact surfaces each have a recess in the peripheral wall of the receptacle may be formed in the region in the assembled state no contact between the
- Screw head and the peripheral wall of the recording consists.
- Screw head corresponds. There arises regularly due to the inevitable game with which the
- Screw head is seated in the associated receptacle, at the edges between the side surfaces of the screw head, a narrow, linear contact area on which the entire load is concentrated.
- a further minimization of the weight of the shim can be achieved in that the shim, viewed in plan view, has a constriction in the region of the base surface.
- the shim has a greater width measured in the longitudinal direction of the rail than in the region located below the rail foot in its sections projecting laterally beyond the rail in the assembly position. In this way, not only additional weight is saved, but the wider side sections also contribute to an optimized support of the rail against the transverse forces acting when driving over. An excessive compression of the elastic
- Interposition under load can also be prevented by the fact that on the underside of the washer on its underside at least one pointing away from the underside, serving as a stop projection is limited by the system when the system is fully assembled the way to the underlay when passing the rail by a rail vehicle due to the elasticity of the elastic intermediate layer sinks.
- the projection in question may, in the manner of an apron, project around the shim in the direction of the respective firm base, so that a stop for the lowering movement of the shim is guaranteed on all sides independently of its respective movement.
- Such a circumferential projection has the additional
- At least one sleeve opening leading from its upper side to its underside can be formed in the shim for a hold-down sleeve in which a hold-down sleeve with sliding seat is inserted whose height is greater than the thickness of the shim in the area of its associated sleeve opening and which projecting from its peripheral surface Projection, which in the assembled state on top of the
- Washer is loaded only with a predetermined maximum force. In this way, it is reliably prevented that the plastic backing plate is damaged by mounting errors. At the same time the sleeve ensures that the elastic intermediate layer is brought together by the fastener only as far as it is necessary for a secure fit.
- At least one leading from its top to its bottom sleeve opening can be formed for a hold-down sleeve into which a hold-down sleeve with sliding seat is plugged, which has a projecting from its peripheral surface projection which rests in the assembled state on the top of the shim.
- the hold-down sleeve can be designed as an eccentric sleeve.
- Conditions to become fair control of the adjustment made in each case can be formed on the sleeve opening latching marks, which are arranged taking into account the eccentricity of the axis of rotation of the eccentric sleeve with respect to the central longitudinal axis of the sleeve opening spaced from each other such that at a rotational adjustment of the eccentric sleeve to their Rotary axis in the sleeve opening by the locking marks rotational positions of the eccentric sleeve are defined, which correspond to a gradual change in position of the shim by a defined amount.
- a shim formed according to the invention is located on a between the
- Forming element via which the hold-down sleeve inserted into the associated sleeve opening is positively coupled with one of the latching marks of the sleeve opening.
- a fastening system according to the invention additionally to be arranged between the intermediate layer and the solid base support plate.
- the support plate may have on its upper side facing the shim a projection which, according to the already described above, pointing in the direction of the solid ground projection of
- Movement of the shim when passing over the rail by a rail vehicle takes over.
- the projection of the support plate, a receptacle for the elastic intermediate layer can be formed with appropriate shaping by the projection of the support plate, a receptacle for the elastic intermediate layer. This is especially true when the projection in question extends at least over a sufficient length of the circumference of the intermediate layer along its edge or a sufficient number of
- Fig. 1 shows a system for securing a rail in one
- Fig. 2 shows the system in fully assembled position
- Fig. 5 is a shim with associated
- the system 1 for fastening a rail S on a solid, formed here by a concrete sleeper not shown here substrate 2 comprises a made of a plastic material shim 3, to be arranged below the shim 3
- Substrate 2 to be arranged support plate 5 four
- Narrow sides of the shim 3 towards each by a shoulder 3d, 3e is limited.
- each of these one of the adapter pieces 9a, 9b can be set with a complementarily shaped recess, if necessary, to bridge a distance between the set on the foot surface 3c rail foot F of the rail S and thus to ensure a safe lateral guidance of the rail S.
- Through holes 3g, 3h is from the bottom U of the shim 3 coming forth each one of the manner of a conventional hexagon screw trained clamping screws 10a, 10b inserted.
- the screw head 10c of the clamping screws 10a, 10b sits in each case in one in the bottom U of the shim 3 molded, arranged in the region of the mouth of the respective passage opening 3g, 3h recording 3i, 3j.
- the receptacles 3i, 3j are each surrounded by a peripheral wall 3k, which is integral with the shim 3rd
- Screw head 10c is.
- a recess 3m is formed in the respective peripheral wall 3k between two adjacent contact surfaces 31, which recess 3k recede in relation to the contact surfaces 31 in the circumferential wall 3k.
- adjacent to the one respective recess 3m each limiting contact surface 31 respectively
- each of the four sleeve openings 3o sits one of the one in combination with the material of the shim 3 well lubricated and sufficiently strong material manufactured eccentric sleeves 6a-6d.
- Eccentric sleeves 6a-6d is in each case an axially parallel to the central axis Me extending, narrow locking projection 6f is formed, which extends in each case over the entire height He of the eccentric sleeves 6a-6d.
- the eccentric sleeves 6a-6d are designed as hold-down sleeves, to which they at their upper, the top 0 of the shim 3 associated edge a in the manner of a collar
- the four sleeve openings 3o are each surrounded by a peripheral wall 3p, which is formed by the plastic material of the shim 3.
- a peripheral wall 3p which is formed by the plastic material of the shim 3.
- the peripheral wall 3p formed at irregular angular intervals ⁇ on the type of grooves, axially parallel to the central axis Mh of the respective sleeve opening 3o extending latching marks 3q formed whose shape complementary to the shape of the eccentric sleeves 6a-6d each formed
- Locking projection 6f is.
- the latching marks 3q and the sleeve openings 3o are each designed so that their respective associated eccentric sleeve 6a-6d with their locking projection 6f with
- one of the fastening screws 7a-7d is inserted through the through-opening 6e of the respective eccentric sleeve 6a-6d and inserted into a solid substrate 2
- Eccentricity of the rotation axis thus created with respect to the central axis Mh of the respective sleeve opening 3o are the angular distances ⁇ between the locking marks 3q dimensioned so that when finished mounted shim 3 with each rotational adjustment between two locking marks a transversely to the longitudinal extent of the rail S aligned
- Displacement of the shim 3 is accompanied by a magnitude always the same distance. So can the
- angular distances ⁇ be designed so that each rotational adjustment of the eccentric sleeves 6a-6d the
- Shim plate 3 shifts by one millimeter for track adjustment.
- a skirt-like protrusion 3r facing away from the underside U is integrally formed on the shim 3.
- the projection 3r serves as a stop for in the direction of the fixed
- Shim 3 executes when the standing on her rail S is driven by a rail vehicle, not shown here.
- Sleeve openings 3o with its peripheral wall 3q and also not taken up by the receptacles 3i, 3j is a stiffening structure 3s in the shim 3
- the elastic intermediate layer 4 has a shape in plan view, that of the stiffening structure. 3
- stiffening structure 3 completely covers the intermediate layer 4 in the fully assembled state of the system 1.
- Support plate 5 serves as protection of the elastic
- the projection 5a additionally serves as a stop by which the directed in the direction of the solid surface 2 movements of the shim 3 are limited and excessive compression of the elastic intermediate layer 4 is prevented.
- the elastic intermediate layer 4 is also protected against excessive compression during assembly that the height He designed as hold-down sleeves and standing in the assembled state on the support plate 5 eccentric sleeves 6a-6d is selected so that the
- Fixing screws 7a-7d is pressed against the elastic intermediate layer 4 only with a defined force. If the force in question is to be very small, then a height He of the eccentric sleeve is selected which corresponds to the thickness of the shim 3 in the region of the sleeve openings 3o plus the thickness of the elastic layer in the relaxed state of installation minus the thickness of the projection 6g.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Connection Of Plates (AREA)
- Bolts, Nuts, And Washers (AREA)
- Tables And Desks Characterized By Structural Shape (AREA)
- Sheet Holders (AREA)
- Railway Tracks (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102009041833A DE102009041833B4 (de) | 2009-09-18 | 2009-09-18 | Unterlegplatte für die Befestigung einer Schiene auf einem festen Untergrund und Befestigung einer Schiene |
PCT/EP2010/063527 WO2011032970A2 (de) | 2009-09-18 | 2010-09-15 | Unterlegplatte für die befestigung einer schiene auf einem festen untergrund und befestigung einer schiene |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2478156A2 true EP2478156A2 (de) | 2012-07-25 |
EP2478156B1 EP2478156B1 (de) | 2017-03-22 |
Family
ID=41694201
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10752829.1A Active EP2478156B1 (de) | 2009-09-18 | 2010-09-15 | Unterlegplatte für die befestigung einer schiene auf einem festen untergrund und befestigung einer schiene |
Country Status (18)
Country | Link |
---|---|
US (1) | US8413910B2 (de) |
EP (1) | EP2478156B1 (de) |
JP (1) | JP5699150B2 (de) |
KR (1) | KR101783395B1 (de) |
CN (1) | CN102575437B (de) |
AR (1) | AR078289A1 (de) |
BR (1) | BR112012005954A2 (de) |
CA (1) | CA2774309A1 (de) |
DE (2) | DE102009041833B4 (de) |
EA (1) | EA026760B1 (de) |
ES (1) | ES2627959T3 (de) |
HK (1) | HK1169464A1 (de) |
IL (1) | IL218546A (de) |
MX (1) | MX2012003060A (de) |
PL (1) | PL2478156T3 (de) |
TW (1) | TWI453322B (de) |
UY (1) | UY32892A (de) |
WO (1) | WO2011032970A2 (de) |
Families Citing this family (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007025708B4 (de) * | 2007-06-01 | 2009-06-18 | Schwihag Ag | Kraftschlüssige elastische Schienenbefestigung für Gleisanlagen |
BR112013030206B1 (pt) * | 2011-05-25 | 2021-03-09 | Intercast & Forge Pty Limited | placa de suporte de trilho de trem |
FR2979642B1 (fr) * | 2011-09-06 | 2013-10-18 | Claudiu Orodel | Systeme de fixation de rail |
ES2605396T3 (es) * | 2013-02-12 | 2017-03-14 | Hf Holding S.A. | Conjunto de fijación de carril ajustable |
USD756844S1 (en) * | 2013-03-15 | 2016-05-24 | L.B. Foster Company | Curve block |
DE102013007306B4 (de) * | 2013-04-29 | 2017-03-09 | Semperit Ag Holding | Schienenlager |
PT3227494T (pt) * | 2014-12-02 | 2018-10-30 | Vossloh Werke Gmbh | Placa de suporte ligeira para a fixação de um carril ferroviário |
US9708776B2 (en) * | 2015-04-09 | 2017-07-18 | Amsted Rail Company Inc. | Track-mounting assembly |
TWD207156S (zh) | 2016-05-31 | 2020-09-11 | 祥偉自動科技股份有限公司 | 支撐腳的連結座 |
TWD205830S (zh) | 2016-05-31 | 2020-07-11 | 祥偉自動科技股份有限公司 | 支撐腳的連結座 |
DE102016111210A1 (de) * | 2016-06-20 | 2017-12-21 | Voestalpine Bwg Gmbh | Anordnung zum Umstellen einer Zungenschiene |
RU176811U1 (ru) * | 2016-09-06 | 2018-01-29 | Общество с ограниченной ответственностью "Пик-полимер" | Устройство для регулирования ширины рельсовой колеи |
DE102017106422A1 (de) * | 2017-03-24 | 2018-09-27 | Vossloh-Werke Gmbh | Unterlegplatte zum Abstützen einer Schiene für ein Schienenfahrzeug und Befestigungspunkt mit einer solchen Unterlegplatte |
CN107034745A (zh) * | 2017-06-07 | 2017-08-11 | 芜湖中铁科吉富轨道有限公司 | 减振道岔轨距可调结构 |
US11396729B2 (en) | 2019-08-15 | 2022-07-26 | Progress Rail Services Corporation | Direct fixation fastener having interlocking eccentrics for lateral adjustment |
KR102369912B1 (ko) * | 2021-09-16 | 2022-03-03 | 한화시스템(주) | 항공기용 포드의 지상냉각장치 연결용 어댑터 |
RU210418U1 (ru) * | 2022-02-25 | 2022-04-14 | Общество с ограниченной ответственностью «ТЕХНОЛОГИИ-69» | Амортизирующая пластина для узла рельсового скрепления |
Family Cites Families (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB8630564D0 (en) * | 1986-12-22 | 1987-02-04 | Pandrol Ltd | Base plate |
JPH077361Y2 (ja) * | 1992-05-06 | 1995-02-22 | 興和化成株式会社 | レール締結装置 |
JPH08509533A (ja) * | 1994-02-19 | 1996-10-08 | フェニックス アクチエンゲゼルシャフト | 弾性中間層、特にレール下敷きを製造するための混合ゴムの使用 |
US6318026B1 (en) * | 1998-09-02 | 2001-11-20 | Terry Ayres | Metal door insert |
JP3401634B2 (ja) * | 1998-10-09 | 2003-04-28 | 株式会社ニッケーコー | アンカーボルトの固定用座金並びにこれを用いたアンカーボルトの固定構造 |
GB9917146D0 (en) * | 1999-07-21 | 1999-09-22 | Pandrol Ltd | Suspended rail fastening assembly |
JP2002138403A (ja) * | 2000-11-07 | 2002-05-14 | Railway Technical Res Inst | 防振タイプレート |
DE20105698U1 (de) * | 2001-03-31 | 2002-08-01 | Schwarzbich, Jörg, 33615 Bielefeld | Befestigungsvorrichtung für Eisenbahnschienen |
US7080791B2 (en) * | 2002-12-03 | 2006-07-25 | Pandrol Limited | Abrasion assembly for supporting railroad ties |
CN2595854Y (zh) * | 2002-12-25 | 2003-12-31 | 铁道科学研究院金属及化学研究所 | 新型热塑性弹性体垫板 |
CN1317453C (zh) * | 2003-07-26 | 2007-05-23 | 尹学军 | 弹性垫板 |
EP1709249B1 (de) | 2004-01-29 | 2013-08-21 | Wirthwein AG | Hochelastischer elektrisch isolierender schienenstützpunkt |
ATE555252T1 (de) * | 2004-03-01 | 2012-05-15 | Delkor Rail Pty Ltd | Herstellung von oberplatte für ein elastomeres schienenbefestigungssystem |
JP4651498B2 (ja) * | 2005-10-20 | 2011-03-16 | 東日本旅客鉄道株式会社 | 鉄道車両用安全レール取り付け装置 |
GB2435285A (en) * | 2006-02-21 | 2007-08-22 | Pandrol Ltd | Fastening railway rails |
JP3122689U (ja) * | 2006-04-10 | 2006-06-29 | 独立行政法人鉄道建設・運輸施設整備支援機構 | レール締結装置 |
ES1064713Y (es) * | 2007-01-26 | 2007-07-16 | Mondragon Soluciones S L U | Placa de apoyo para sujeciones flexibles de railes ferroviarios |
CN201151851Y (zh) * | 2007-08-21 | 2008-11-19 | 陈舒 | 铁道混凝土枕钢轨下用垫板 |
DE102009041848A1 (de) * | 2009-09-18 | 2011-03-24 | Vossloh-Werke Gmbh | System zum Befestigen einer Schiene auf einem festen Untergrund und Befestigung einer Schiene |
DE202009014436U1 (de) * | 2009-09-18 | 2010-02-11 | Vossloh-Werke Gmbh | Unterlegplatte für die Befestigung einer Schiene auf einem festen Untergrund und Befestigung einer Schiene |
DE102009041816B4 (de) * | 2009-09-18 | 2011-07-28 | Vossloh-Werke GmbH, 58791 | Unterlegplatte für die Befestigung einer Schiene auf einem festen Untergrund und Befestigung einer Schiene |
-
2009
- 2009-09-18 DE DE102009041833A patent/DE102009041833B4/de not_active Expired - Fee Related
- 2009-09-18 DE DE202009014430U patent/DE202009014430U1/de not_active Expired - Lifetime
- 2009-10-28 US US12/607,623 patent/US8413910B2/en not_active Expired - Fee Related
-
2010
- 2010-09-15 KR KR1020127010003A patent/KR101783395B1/ko active IP Right Grant
- 2010-09-15 PL PL10752829T patent/PL2478156T3/pl unknown
- 2010-09-15 WO PCT/EP2010/063527 patent/WO2011032970A2/de active Application Filing
- 2010-09-15 TW TW099131187A patent/TWI453322B/zh not_active IP Right Cessation
- 2010-09-15 BR BR112012005954A patent/BR112012005954A2/pt not_active IP Right Cessation
- 2010-09-15 ES ES10752829.1T patent/ES2627959T3/es active Active
- 2010-09-15 JP JP2012529251A patent/JP5699150B2/ja not_active Expired - Fee Related
- 2010-09-15 EP EP10752829.1A patent/EP2478156B1/de active Active
- 2010-09-15 CN CN201080041388.XA patent/CN102575437B/zh active Active
- 2010-09-15 EA EA201200309A patent/EA026760B1/ru not_active IP Right Cessation
- 2010-09-15 CA CA2774309A patent/CA2774309A1/en not_active Abandoned
- 2010-09-15 MX MX2012003060A patent/MX2012003060A/es active IP Right Grant
- 2010-09-17 UY UY0001032892A patent/UY32892A/es not_active Application Discontinuation
- 2010-09-17 AR ARP100103405A patent/AR078289A1/es not_active Application Discontinuation
-
2012
- 2012-03-08 IL IL218546A patent/IL218546A/en not_active IP Right Cessation
- 2012-10-12 HK HK12110078.0A patent/HK1169464A1/zh not_active IP Right Cessation
Non-Patent Citations (1)
Title |
---|
See references of WO2011032970A2 * |
Also Published As
Publication number | Publication date |
---|---|
CN102575437A (zh) | 2012-07-11 |
DE102009041833B4 (de) | 2011-06-22 |
EP2478156B1 (de) | 2017-03-22 |
WO2011032970A2 (de) | 2011-03-24 |
JP2013505377A (ja) | 2013-02-14 |
DE202009014430U1 (de) | 2010-02-18 |
ES2627959T3 (es) | 2017-08-01 |
AR078289A1 (es) | 2011-10-26 |
TWI453322B (zh) | 2014-09-21 |
HK1169464A1 (zh) | 2013-01-25 |
BR112012005954A2 (pt) | 2016-03-15 |
MX2012003060A (es) | 2012-04-10 |
US8413910B2 (en) | 2013-04-09 |
TW201114980A (en) | 2011-05-01 |
KR101783395B1 (ko) | 2017-09-29 |
EA026760B1 (ru) | 2017-05-31 |
IL218546A (en) | 2014-04-30 |
JP5699150B2 (ja) | 2015-04-08 |
KR20120083429A (ko) | 2012-07-25 |
EA201200309A1 (ru) | 2012-10-30 |
DE102009041833A1 (de) | 2011-03-24 |
IL218546A0 (en) | 2012-05-31 |
PL2478156T3 (pl) | 2017-09-29 |
UY32892A (es) | 2011-04-29 |
US20110068182A1 (en) | 2011-03-24 |
CN102575437B (zh) | 2016-03-02 |
WO2011032970A3 (de) | 2011-06-30 |
CA2774309A1 (en) | 2011-03-24 |
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