EP2122055B1 - Verfahren zur Herstellung von Weichenschwellen - Google Patents
Verfahren zur Herstellung von Weichenschwellen Download PDFInfo
- Publication number
- EP2122055B1 EP2122055B1 EP08706730.2A EP08706730A EP2122055B1 EP 2122055 B1 EP2122055 B1 EP 2122055B1 EP 08706730 A EP08706730 A EP 08706730A EP 2122055 B1 EP2122055 B1 EP 2122055B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- sleeper
- tensioning
- points
- sleepers
- threshold
- 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
Links
- 238000000034 method Methods 0.000 title claims description 19
- 238000004519 manufacturing process Methods 0.000 title claims description 13
- 241001669679 Eleotris Species 0.000 claims description 40
- 239000004567 concrete Substances 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/043—Wire anchoring or tensioning means for the reinforcements
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/046—Post treatment to obtain pre-stressed articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/06—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed for the production of elongated articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/10—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed the shaping being effected by centrifugal or rotational moulding
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
- B28B7/002—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps using magnets
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/26—Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
- E01B3/32—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
- E01B3/34—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement with pre-tensioned armouring or reinforcement
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/24—Unitary mould structures with a plurality of moulding spaces, e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation
Definitions
- the invention relates to a method for the production of switch sleepers, by circulation.
- Switches are track designs that enable rail vehicles without interruption to move from one track to another.
- the switches lie on special switch sleepers, which are longer than normal sleepers and today are preferably made of prestressed concrete.
- a switch with a typical length of 30 to 150 meters and a typical distance between the sleepers of 0.6 meters requires a large number of different switch sleepers, which differ in terms of their length and the mounting position of rail fasteners. The construction of a switch and the production of the required switch sleepers is thus much more complex compared to a normal rail carriageway.
- Switch sleepers were previously manufactured in the so-called long-sized fitted bed. For this method, a large number of different length bottom plates is required, which are arranged one behind the other in the longitudinal direction (see DE 198 36 320 A1 ).
- the long bed can be 100 or 150 meters long, so this process requires a lot of space.
- As a reinforcement usually several tension rods are used, which are pulled through the clamping bed and tensioned. After the concrete filled in the molds has optionally hardened with the introduction of heat, the clamping bars are cut apart between the molds so that individual pre-stressed switch sleepers are formed. This manufacturing process is comparatively slow and inflexible.
- the invention has for its object to provide a method for producing switch sleepers, which can be performed easier and more flexible.
- a method for producing switch sleepers which differ in each case with respect to their length and the mounting position of rail fasteners, provided in the circulation method, comprising the following steps: Attaching one or more Abstellbleche and / or one or more inner molds in one Sleeper shape, according to the length and the shape of the turnout threshold to be manufactured or using at least one adapted to the geometry of the turnout threshold to be manufactured threshold shape; Inserting tension rods as reinforcement; automatic simultaneous tensioning of the tensioning rods with spindle pairs, each tensioning rod being tensioned individually; Pouring concrete into the sleeper mold; Curing the switch threshold; Demoulding the turnout threshold.
- the invention is based on the finding that the production of switch sleepers is possible by the threshold shapes are adapted by Abstellbleche or inner molds (mold inlays) to the different lengths and the different mounting positions of the rail fasteners of the individual switch sleepers.
- a sleeper mold can either be made suitable for the respective turnout threshold or can be adapted to the geometry of the turnout sleeper by means of mold inlays or be adapted to different turnout sleepers by means of storage shelves.
- the sleeper molds are then suitably set up by means of the shelves and / or the inner molds. In the first place lay the shelves or the inner molds, the lateral ends of a switch threshold and thus their length, moreover, also the attachment position of rail fasteners can be adjusted by appropriate Abstellbleche or other inserts in the sleeper shape.
- the production takes place in direct composite, wherein after insertion and clamping of the Tension rods as reinforcement of the concrete is poured into the sleeper shape. After hardening and demoulding of the points threshold to get a prestressed points threshold, the production of which is completed by the installation of rail fasteners.
- An adaptation to different threshold lengths is carried out by used in the sleeper mold shelves and / or inner molds (mold inlays).
- the clamping rods are held individually at one end in each case by means of an anchor and at the opposite end by means of a clamping device, wherein the armature and the clamping device on the or a shelf and / or an inner mold and / or a Front side of the sleeper shape is supported or are.
- a threshold form in which two, three, four or more side-by-side switch sleepers are produced.
- a sleeper shape either a shim may be used that is mounted across the sleepers and thus limits the length of all sleepers in the sleeper shape; alternatively, four sleepers may be used in a sleeper mold including four sleepers so that four different sleepers are simultaneously manufactured can be.
- four sleepers may be used in a sleeper mold including four sleepers so that four different sleepers are simultaneously manufactured can be.
- several, for example four, different inner forms to be incorporated or inserted into a sleeper mold, or the shape can be adapted to a plurality of, for example four, different geometries.
- a switch threshold is provided with four tension rods or prestressing steels.
- the four tensioning bars or tensioning steels can be clamped automatically, the tensioning being carried out simultaneously and individually for all tensioning bars.
- Fig. 1A shows a first threshold form, which can be used in the method according to the invention for the production of switch sleepers in the circulation process.
- the sleeper mold 1 is designed as a multiple mold in which four switch sleepers can be produced simultaneously.
- the threshold form is an open-topped box and is divided by partitions 2 into four sections, in each of which a switch threshold can be made.
- Abstellbleche 3 can be used to vary the interior of the sleeper mold 1, in particular, so that the length of a switch point to be manufactured can be changed.
- the Abstellbleche 3 can be mounted in different ways in the sleeper mold 1, for example via a screw, a connector or by inserting into a threshold form side groove.
- the attachment can be done by welding or a magnetic holder or the like.
- the sleeper mold 1 corresponding fastening devices are provided, so that the storage shelves 3 are flexibly positioned and easily removed again and used at another location.
- the Abstellbleche are continuously fastened in the sleeper shape, so that any desired length of a switch threshold can be made.
- the shelves for multiple turnout sleepers can be positioned in the same place in the sleeper mold 1, alternatively, each of the four switch sleepers, with the in Fig. 1 shown threshold form 1, have a different length.
- the shelves devices or inserts are mounted for rail fasteners in the form whose position varies with the length of the switch threshold. These fasteners can also be flexibly positioned at different locations of the sleeper mold 1.
- FIGS. 1B, 1C and 1D show other forms of sleep, in which three, two or only a single turnout can be made simultaneously.
- FIGS. 2A, 2B and 2C show a section of a threshold form in different views.
- Fig. 2A is a sectional side view of a sleeper mold 4th
- Fig. 2B shows the associated plan view
- Fig. 2C shows a front view of the sleeper shape.
- tie rods 5 presttressing steels
- Fig. 2C As in Fig. 2C can be seen, four tie rods 5 are used per turnout threshold.
- the tie rods 5 are held by anchor bolts 6, which are supported on the side wall 7 of the sleeper mold 4. At the opposite end of the sleeper mold 4, the tie rods 5 are fixed with clamping bolts 8, which are supported on the side wall 9 of the sleeper mold 4. Before filling concrete, the tie rods 5 are biased by a nut 10 according to the static requirements of the switch threshold.
- 4 shelves are used in the sleeper shape, but in the FIGS. 2A to 2C are not shown for reasons of clarity.
- further inserts may be provided for the sleeper mold 4 to create a special profiling of the switch sleeper or to create mounting points of rail fasteners.
- switch threshold 11 is in the FIGS. 3A to 3C shown in different views.
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Railway Tracks (AREA)
- Forging (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102007004038.7A DE102007004038B4 (de) | 2007-01-22 | 2007-01-22 | Verfahren zur Herstellung von Weichenschwellen und nach diesem Verfahren hergestellte Weichenschwelle |
PCT/DE2008/000025 WO2008089719A1 (de) | 2007-01-22 | 2008-01-09 | Verfahren zur herstellung von weichenschwellen und nach diesem verfahren hergestellte weichenschwelle |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2122055A1 EP2122055A1 (de) | 2009-11-25 |
EP2122055B1 true EP2122055B1 (de) | 2016-04-13 |
Family
ID=39325579
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08706730.2A Active EP2122055B1 (de) | 2007-01-22 | 2008-01-09 | Verfahren zur Herstellung von Weichenschwellen |
Country Status (15)
Country | Link |
---|---|
US (1) | US20100314795A1 (es) |
EP (1) | EP2122055B1 (es) |
JP (1) | JP2010516923A (es) |
KR (1) | KR20090089466A (es) |
CN (1) | CN101589199A (es) |
AU (1) | AU2008209219A1 (es) |
BR (1) | BRPI0806553A2 (es) |
CA (1) | CA2674706A1 (es) |
DE (1) | DE102007004038B4 (es) |
ES (1) | ES2580049T3 (es) |
HU (1) | HUE029118T2 (es) |
PL (1) | PL2122055T3 (es) |
RU (1) | RU2009130062A (es) |
WO (1) | WO2008089719A1 (es) |
ZA (1) | ZA200905118B (es) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102069151B (zh) * | 2010-12-24 | 2013-03-27 | 中铁宝桥集团有限公司 | 一种预埋套管式板槽组合结构无碴道岔板模具 |
CN102162209B (zh) * | 2010-12-31 | 2012-09-05 | 北京中铁房山桥梁有限公司 | 时速350km高速道岔岔枕及其制造工法 |
KR101462141B1 (ko) * | 2012-11-27 | 2014-11-21 | 재단법인 포항산업과학연구원 | 콘크리트 침목 및 그 제조방법 |
DE102014012531B4 (de) * | 2014-08-28 | 2018-12-20 | Spitzke Fahrwegsysteme GmbH | Verfahren zur Herstellung einer Spannbetonbahngleisschwelle und Bauelementesatz hierfür |
KR102178042B1 (ko) * | 2020-03-04 | 2020-11-13 | 아이에스동서 주식회사 | 개별인장을 통한 콘크리트 침목 제조방법 및 제조장치 |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0338423A2 (de) * | 1988-04-16 | 1989-10-25 | Wayss & Freytag Aktiengesellschaft | Schalung für Serienfertigteile aus Spannbeton, vornehmlich für vorgespannte Weichenschwellen |
DE19836320A1 (de) * | 1998-08-11 | 2000-02-24 | Pfleiderer Infrastrukturt Gmbh | Verfahren und Vorrichtung zur variablen Fertigung von Betonschwellen |
Family Cites Families (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3022713A (en) * | 1954-11-26 | 1962-02-27 | Bengt F Friberg | Prestressed concrete structures |
US2886875A (en) * | 1956-11-14 | 1959-05-19 | Concrete Technology Corp | Apparatus and method for releasing loads on stressing beds for making prestressed concrete |
DE1058909B (de) * | 1957-11-19 | 1959-06-04 | Werner Karig Dr Ing | Vorrichtung zum Herstellen von Eisenbahnschwellen aus Spannbeton |
CH521002A (de) * | 1968-11-25 | 1972-03-31 | Holzmann Philipp Ag | Druckbehälter aus Spannbeton und Verfahren zum Herstellen eines solchen Behälters |
FR2062090A5 (es) * | 1969-10-10 | 1971-06-25 | Borcoman Mirdea | |
US3827132A (en) * | 1971-11-11 | 1974-08-06 | Monier Concrete Ind | Prestressed rod laying means and method |
US3819794A (en) * | 1972-05-15 | 1974-06-25 | Z Kidron | Method for making prestressed precast concrete elements |
US3882651A (en) * | 1972-06-19 | 1975-05-13 | Gilchrist Timothy M | Floor supporting framework |
CH582298A5 (es) * | 1974-07-10 | 1976-11-30 | Dyckerhoff & Widmann Ag | |
SE408535B (sv) * | 1977-04-29 | 1979-06-18 | A Betong Ab | Sett att i en lang formbedd tillverka flera pa varandra foljande byggnadselement samt formbedd for utforande av settet |
US4149306A (en) * | 1978-02-06 | 1979-04-17 | Charles Pankow, Inc. | Portable tensioning system for producing pre-stressed concrete beams |
FR2498976A1 (fr) * | 1981-02-04 | 1982-08-06 | Borcoman Mircea | Methode, dispositifs, structures porteuses de moules et installations pour l'amelioration de l'efficacite des procedes pour la fabrication des produits en beton precontraint |
IT1151920B (it) * | 1982-07-09 | 1986-12-24 | Betong Ab Sabema Material Ab A | Metodo per la produzione di blocchi per traversine in calcestruzzo e serie di matrici per realizzare tale metodo |
CH660410A5 (de) * | 1983-08-09 | 1987-04-15 | Fischer Ag Georg | Mehrwege-hahn. |
IT1206781B (it) * | 1987-04-29 | 1989-05-03 | Scac Spa | Impianto per la fabbricazione di manufatti lineari in cemento armato precompresso. |
EP0340331A1 (de) * | 1988-05-02 | 1989-11-08 | Wayss & Freytag Aktiengesellschaft | Verfahren zur Herstellung von langen Fertigteilen im Spannbett |
DE9110584U1 (de) * | 1991-08-27 | 1992-12-24 | Amtec GmbH Spannhydraulik, 5000 Köln | Einrichtung zum Spannen der Spannstäbe an Stahlbetonschwellen |
ES2050650T1 (es) * | 1992-10-08 | 1994-06-01 | Wayss & Freytag Ag | Encofrado circundante para piezas acabadas de hormigon pretensado. |
US5747074A (en) * | 1995-02-02 | 1998-05-05 | Ollendick; David P. | Apparatus for the manufacturing of prestressed reinforced concrete railroad ties and the like |
DE19519617A1 (de) * | 1995-05-29 | 1996-12-05 | Pfleiderer Verkehrstechnik | Vorrichtung und Verfahren zur Herstellung von Spannbeton-Eisenbahnschwellen |
DE19708734C2 (de) * | 1997-03-04 | 2001-05-31 | Dorstener Maschf Ag | Verfahren und Vorrichtung zum Herstellen von plattenförmigen oder balkenförmigen Stahlbetonteilen, insbesondere von Stahlbetonschwellen |
DE10133607C5 (de) * | 2001-02-14 | 2010-08-19 | Max Bögl Bauunternehmung GmbH & Co. KG | Verfahren und Palette zur Herstellung eines präzisen Betonfertigteiles |
-
2007
- 2007-01-22 DE DE102007004038.7A patent/DE102007004038B4/de active Active
-
2008
- 2008-01-09 AU AU2008209219A patent/AU2008209219A1/en not_active Abandoned
- 2008-01-09 EP EP08706730.2A patent/EP2122055B1/de active Active
- 2008-01-09 KR KR1020097014471A patent/KR20090089466A/ko not_active Application Discontinuation
- 2008-01-09 JP JP2009546642A patent/JP2010516923A/ja not_active Withdrawn
- 2008-01-09 PL PL08706730.2T patent/PL2122055T3/pl unknown
- 2008-01-09 RU RU2009130062/11A patent/RU2009130062A/ru not_active Application Discontinuation
- 2008-01-09 BR BRPI0806553-5A patent/BRPI0806553A2/pt not_active IP Right Cessation
- 2008-01-09 HU HUE08706730A patent/HUE029118T2/en unknown
- 2008-01-09 CN CNA2008800028495A patent/CN101589199A/zh active Pending
- 2008-01-09 CA CA002674706A patent/CA2674706A1/en not_active Abandoned
- 2008-01-09 ES ES08706730.2T patent/ES2580049T3/es active Active
- 2008-01-09 WO PCT/DE2008/000025 patent/WO2008089719A1/de active Application Filing
- 2008-01-09 US US12/523,922 patent/US20100314795A1/en not_active Abandoned
-
2009
- 2009-07-22 ZA ZA200905118A patent/ZA200905118B/xx unknown
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0338423A2 (de) * | 1988-04-16 | 1989-10-25 | Wayss & Freytag Aktiengesellschaft | Schalung für Serienfertigteile aus Spannbeton, vornehmlich für vorgespannte Weichenschwellen |
DE19836320A1 (de) * | 1998-08-11 | 2000-02-24 | Pfleiderer Infrastrukturt Gmbh | Verfahren und Vorrichtung zur variablen Fertigung von Betonschwellen |
Also Published As
Publication number | Publication date |
---|---|
PL2122055T3 (pl) | 2016-11-30 |
DE102007004038A1 (de) | 2008-07-31 |
ES2580049T3 (es) | 2016-08-18 |
AU2008209219A2 (en) | 2009-08-27 |
DE102007004038B4 (de) | 2016-10-27 |
WO2008089719A1 (de) | 2008-07-31 |
AU2008209219A1 (en) | 2008-07-31 |
BRPI0806553A2 (pt) | 2014-04-22 |
RU2009130062A (ru) | 2011-02-27 |
US20100314795A1 (en) | 2010-12-16 |
KR20090089466A (ko) | 2009-08-21 |
EP2122055A1 (de) | 2009-11-25 |
ZA200905118B (en) | 2010-05-26 |
HUE029118T2 (en) | 2017-02-28 |
CA2674706A1 (en) | 2008-07-31 |
JP2010516923A (ja) | 2010-05-20 |
CN101589199A (zh) | 2009-11-25 |
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