EP1954881B1 - Biegeträger für eine magnetschwebebahn - Google Patents

Biegeträger für eine magnetschwebebahn Download PDF

Info

Publication number
EP1954881B1
EP1954881B1 EP06807087A EP06807087A EP1954881B1 EP 1954881 B1 EP1954881 B1 EP 1954881B1 EP 06807087 A EP06807087 A EP 06807087A EP 06807087 A EP06807087 A EP 06807087A EP 1954881 B1 EP1954881 B1 EP 1954881B1
Authority
EP
European Patent Office
Prior art keywords
bending
bending beam
several
previous
beam according
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.)
Not-in-force
Application number
EP06807087A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1954881A1 (de
Inventor
Stefan BÖGL
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.)
Max Boegl Bauunternehmung GmbH and Co KG
Original Assignee
Max Boegl Bauunternehmung GmbH and Co KG
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 Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Publication of EP1954881A1 publication Critical patent/EP1954881A1/de
Application granted granted Critical
Publication of EP1954881B1 publication Critical patent/EP1954881B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/30—Tracks for magnetic suspension or levitation vehicles
    • E01B25/34—Switches; Frogs; Crossings

Definitions

  • the present invention relates to a carrier for a magnetic levitation railway, which has mutually along its longitudinal extension functional elements for guiding a vehicle of the magnetic levitation, wherein the carrier is designed as a bending beam of a switch assembly and elastically from a first position of a first direction of travel of the vehicle in at least a second position of a further direction of travel of a vehicle is movable.
  • a guideway of a magnetic fast train is known, which is formed of individual carriers made of steel or concrete. So that a vehicle can change the magnetic high-speed rail from one lane to the other, steel bending turnouts are used, which consist of a 75 to 150 m long steel beam, for example, which can be bent elastically with the aid of an electromechanical actuator. By a corresponding force on the steel beam a desired bending line is generated.
  • a disadvantage of this Biegeweiche is that it has a support which is made of steel in order to effect the diversion of the roadway.
  • the steel beam is also very simple designed to perform the bend in the desired manner.
  • Object of the present invention is now to provide a support which is suitable for a Biegeweiche and thereby avoids the disadvantages of a bending beam made of steel.
  • the carrier according to the invention for a magnetic levitation railway has functional elements for guiding a vehicle of the maglev train. These functional elements extend along the x-axis of the carrier, that is along the direction of travel of the vehicle.
  • the functional elements consist of side guide surfaces and sliding strips as well as of stator packets, which are part of the drive of the vehicle.
  • the arrangement of these functional elements and their distance from each other is determined by the design of the vehicle. In any case, a relatively small tolerance of these dimensions is essential to enable safe and trouble-free operation of the maglev train.
  • the carrier Due to the design of the carrier as a bending beam of a switch arrangement, it is possible to move the carrier elastically from a first position of a first direction of travel of the vehicle in at least a second position of another direction of travel of the vehicle.
  • a multiway diverter such as a 3-way diverter several positions are readily possible.
  • the carrier firmly clamped at one end and fixed at the other end in connection Carrier of the first or second direction is brought.
  • the fixed support the first and the second direction consist of concrete and close especially in the field of functional elements flush with the carrier of the Biegeweiche, so that a nearly unnoticeable crossing of the vehicle can be done via the joints between permanently laid carrier and carrier of the bending we.
  • the bending of the carrier may be bent with a single or more rectified radii of curvature or with two opposite radii of curvature, that is S-shaped to redirect the vehicle from a first direction of travel in a second direction or in a second parallel track.
  • several points can be combined with each other to change from one track to another track.
  • two or more points arrangements can be directed against each other and thus allow depending on the position of the flexures a straight ahead or a change to the other route.
  • the bending beams can be moved in several positions and thus form a multi-way switch.
  • the special feature of the present invention is that the bending beam is made essentially of concrete. This results in great advantages, which are not found in the prior art. While according to the prior art corresponding flexures were essentially made of steel to obtain an elastic member, it is now proposed to produce the bending beam of concrete and thus to obtain a bending beam, which corresponds to the construction of the rest of the guideway carrier and thus a comparable handling of the Vehicle creates. Both the accuracy of the bending radius of the wearer as well as the vibration behavior and the durability of the carrier are substantially improved over a steel beam. In particular, the use of concrete for a carrier with relatively widely separated functional elements makes the bending of the carrier difficult, but in particular leads regarding the driving behavior of the vehicle of the maglev train to particularly good results.
  • Bending beams for use in a switch assembly typically have a length of between 70 and 150 meters. This is necessary in order to achieve sufficient clearance between the two branching routes, which are permanently installed, at a large radius of the branch and also allow the vehicle of the maglev train to pass the other, not used permanently routed route.
  • the bending beam is formed of a plurality of precast concrete beams, which are arranged together and stretched by means of tendons to each other. This effectively forms a single long bending beam, which can take even the intended bend.
  • the individual precast concrete beams may for example have a length of about 15 m.
  • the bias of the tendons is so great that the carrier undergoes no tensile stress even in the bent state. This ensures that the strength of the concrete is always maintained, even when the carrier is bent to its maximum deflection. For the strength of the concrete beam, it is essential that he is always under pressure. The tendons are therefore biased so strong that this is ensured even in the outer area of the beam at each position of the wearer.
  • the bending beam in cross-section a hollow box, a high rigidity of the bending beam is obtained and still allows the bending of the concrete beam. The bending forces can thereby be reduced compared to a solid cross-section. Through a hollow box cross-section of the bending beam also receives a high torsional stiffness, which prevents rotation of the carrier.
  • the bending beam is thereby relatively easily bendable and is sufficiently elastic to be able to be returned to its original position.
  • a particularly high net mass of the bending beam is obtained. This contributes advantageously to the vibration damping of the bending beam. Special measures for vibration damping of the carrier are thus usually not required.
  • a bending beam has proven, which has a ratio of height to width of the bending beam between 1 and 1.5, preferably about 1.25.
  • a particularly good vibration damping and torsional stiffness of the carrier is achieved, which still allows the carrier to move from the first position to the second position of the further direction of travel of the vehicle. Due to the relative height with respect to the width of the support a very stable, yet elastic support is obtained. A rotation of the carrier by the bend and / or during the passage of a vehicle over the Biegeweiche is thereby reliably avoided.
  • the supporting distance of the bending beam can be chosen relatively large. Distances in the order of 15 m are thereby quite possible.
  • the width of the carrier without functional elements is large.
  • Particularly advantageous has a ratio between 2 and 3, preferably between 2 and 2.5 proved. This ratio allows a bending of the carrier in the required manner, without the driving operation of the vehicle, in particular with respect to the stator elements and the side guide rails is disturbed. A continuous, steady bending line can be achieved with such a ratio.
  • the functional elements are connected to cantilevers with the bending beam.
  • the cantilevers which may be part of the upper flange of the carrier, determine the distance of the side guide rails and the stator elements from each other.
  • the cantilevers contribute as upper flange of the bending beam to the strength of the bending beam in addition.
  • the hollow box of the bending beam itself can be made narrower than the spacing of the lateral guide rails and the stator elements requires and thus allows easier bending of the bending beam.
  • the cantilevers are made of concrete and, in particular, in one piece with the bending beam, a fast and thus relatively inexpensive production of the beam is made possible together with the cantilever arms.
  • the cantilevers can be made in one piece and in particular simultaneously with the bending beam. But they can also be tensioned by means of clamping means to the bending beam. Both can cause advantageous production and / or installation depending on the individual circumstances.
  • the cantilevers have slots perpendicular to the bending line, then it is achieved in a particularly advantageous manner that the bending line of the bending support is easier to take.
  • the tensile and compressive stresses which arise in a bending of the carrier just at the far away from the middle bending line Kragarmen be minimized thereby.
  • the bending of the bending beam made of concrete is made possible without the risk of destruction of the concrete in the region of the cantilevers.
  • the slots have a spacing of about 0.5-2 m, in particular of about 1 m from each other.
  • the bending of the bending beam made of concrete is thereby made relatively easy.
  • the cantilevers are formed as spaced brackets.
  • the consoles can be made of concrete or be made of steel.
  • they are hooked to the concrete beam to position accurate and permanently attached to the carrier can.
  • Suitable displacement means are, for example, hydraulic or electric drives, which act on the free end or in addition to intermediate areas of the bending beam.
  • the bending beam is advantageously mounted on wheels.
  • the wheels are, for example, attached to the bending beam and move the bending beam on a designated displacement track.
  • the displacement path of the bending beam is limited by stops acting along the bending beam.
  • the bending beam is thereby bent in each case to the intended stop.
  • the stops are located further away from the neutral line in the course of the bending beam, so that the bending beam conforms to a deflection of these stops and causes the predetermined, usually largely uniform rounding of the bending beam.
  • FIG. 1 shows a schematic representation of a plan view of a switch arrangement of a magnetic levitation railway.
  • the magnetic levitation train consists of fixed supports 1, 1 'and 1 ".
  • the supports 1 and 1' represent a first direction of travel of a vehicle of a magnetic levitation train, while the supports 1 and 1" form the second direction of travel of the vehicle.
  • a bending carrier 2 is arranged between the carriers 1 and 1 'or 1 and 1 ".
  • the bending carrier 2 is fixedly arranged in the region of the carrier 1. In the region of the carriers 1' and 1", respectively.
  • the aligned course relates in particular to guide elements for guiding a vehicle of the magnetic levitation train, which FIG. 2 be explained in more detail.
  • the shape of the carrier 1,1 'and 1 " may differ from the shape of the bending beam 2.
  • the bending beam 2 is supported by means of wheels 3.
  • the wheels 3 support the bending beam 2 with respect to a roadway 4, on which the wheels 3 roll at a bending of the bending beam 2.
  • stops 5 and 5 ' are provided along the bending beam. If a force F acts on the bending beam 2, then the bending beam 2 in its end position becomes against the stops 5, which are arranged along the bending beam 2 pressed. The track thus forms a course from the carrier 1 via the bending beam 2 to the carrier 1 'with a continuous or predetermined according to the stops 5 curvature. If the bending beam 2, however, pressed with the force F 'in a course which connects the carrier 1 and 1', the bending beam 2 is pressed against the stops 5 'and thus forms a straight line of the first direction of travel.
  • the stops 5 and 5 ' can also be arranged differently, so that, for example, a curvature takes place both in a stop against the stops 5 as well as on the stops 5' of the bending beam 2.
  • FIG. 2 shows a cross section through a bending beam 2.
  • the bending beam 2 is mounted on the wheels 3, which roll on the roadway 4.
  • the hydraulic cylinders 6 and 6 ' are of course other drives, such as electric drives with gear or rack drive conceivable.
  • drives of the wheels 3 are conceivable, which mesh, for example, on racks and thereby move the bending beam 3.
  • the bending beam 2 consists essentially of concrete, in particular a precast concrete part. Due to the usually extra-large length of the bending beam 2 of up to 150 m, the bending beam 2 advantageously consists of several precast concrete parts, which are stretched together. The stress of the concrete parts via a bias of tendons, which are arranged in cladding tubes 7 in the upper flange and lower flange of the bending beam 2.
  • the bending beam 2 is essentially produced as a hollow box in order to obtain a particularly high torsional rigidity.
  • the width b and the height h of the bending beam 2 are chosen to be approximately equal.
  • the width b of the bending beam 2 may be slightly smaller than the height h of the bending beam 2 in order to realize the bending forces for adjusting the switch with the drives easier.
  • the ratio of width b to the height h of the bending beam 2 depends inter alia on the length of the bending beam 2 and on the adjustment path of the bending beam 2.
  • the tendons in the sheaths 7 cause a bias, which is so great that the bending beam 2 even at maximum. Bending never experiences tensile stresses that would weaken the concrete. This means that, in particular on the outside area of the bending beam 2, the compressive stress applied to the concrete must be so great that the tensile stress in this area is superimposed by the higher compressive stress. As a result, the concrete of the bending beam 2 is constantly under compressive stress and maintains its strength.
  • cantilevers 8 are arranged, on the outside of the functional elements for guiding the vehicle of the maglev are arranged.
  • the functional elements consist of two oppositely arranged lateral guide rails 9, which are arranged to guide the vehicle at a defined distance from each other have to be.
  • slide strips 10 are provided, which are provided for settling of the vehicle at a standstill of the vehicle.
  • stators are arranged, which are part of the drive of the vehicle.
  • the cantilevers 8 along the bending beam 2 are not continuous, but viewed in the longitudinal direction of the bending beam 2 spaced from each other.
  • the respective slots 12 have in the longitudinal direction of the bending beam 2 at a distance a of 0.5 to 2 m, in particular of about 1 m.
  • the slots 12 between the cantilevers 8 are reduced or expanded at a bend of the bending beam 2 more or less.
  • the functional elements 9, 10 and 11 can likewise either be stretched or compressed, or are subdivided according to the length of the cantilever arms 8 and form a distance corresponding to the bending line of the bending support 2.
  • FIG. 3 shows a plan view of a bending beam 2.
  • each have a plurality of spaced apart cantilevers 8 are arranged on both sides of the bending beam 2.
  • Cantilevers 8 each have a slide strip 10, which are also spaced apart and separated by slots 12.
  • the side guide rails 9 are formed continuously. This means that the slots 12 are bridged by the side guide rail 9.
  • a corresponding expansion or compression of the side guide rails 9 is harmless for a conventional bending of the bending beam 2 for the side guide rails 9 and the leadership of the vehicle.
  • the side guide rails 9 may also be interrupted. Small distances of the individual side guide rails 9 in the longitudinal direction of the bending beam 2 can be bridged by a vehicle of the maglev train.
  • the cantilevers 8 can either be an integral part of the bending beam 2, that is, be poured together with the bending beam 2 made of concrete. Alternatively, the cantilevers 8 may be individual parts made of concrete or steel, which are clamped to the bending beam 2. The clamping of the cantilevers 8 to the bending beam 2 can be done for example by means of transversely to the longitudinal direction of the bending beam 2 continuous tension rods, with which additionally the side guide rails 9 can be attached.
  • the present invention is not limited to the illustrated embodiments. Modifications within the scope of the claims are possible at any time.
  • the bearing of the bending beam, the shape of the bending beam 2 and the introduction of force and the drive means may be performed differently than in the embodiment. It is essential in any case that a bending of the bending beam 2 can take place in the intended manner and the bending beam 2 is still so stable that it allows a torsional stiffness and low-vibration passage of a vehicle of the maglev train.
  • a steel switch significantly improved durability, ie an extended life of the switch obtained.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
EP06807087A 2005-11-30 2006-10-09 Biegeträger für eine magnetschwebebahn Not-in-force EP1954881B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005057554A DE102005057554A1 (de) 2005-11-30 2005-11-30 Biegeträger
PCT/EP2006/067201 WO2007062893A1 (de) 2005-11-30 2006-10-09 Biegeträger für eine magnetschwebebahn

Publications (2)

Publication Number Publication Date
EP1954881A1 EP1954881A1 (de) 2008-08-13
EP1954881B1 true EP1954881B1 (de) 2009-08-19

Family

ID=37460150

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06807087A Not-in-force EP1954881B1 (de) 2005-11-30 2006-10-09 Biegeträger für eine magnetschwebebahn

Country Status (6)

Country Link
US (1) US7588215B2 (zh)
EP (1) EP1954881B1 (zh)
CN (1) CN101321916B (zh)
AT (1) ATE440180T1 (zh)
DE (2) DE102005057554A1 (zh)
WO (1) WO2007062893A1 (zh)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007019525A1 (de) 2007-04-23 2008-10-30 Thyssenkrupp Transrapid Gmbh Spurwechseleinrichtung für Magnetschwebebahnen und Bausatz zu deren Herstellung
DE102007038498B4 (de) * 2007-08-14 2016-10-20 Sew-Eurodrive Gmbh & Co Kg Anlage
US9328464B2 (en) * 2012-09-14 2016-05-03 Koppers Delaware, Inc. Single bend rail
CN107642008B (zh) * 2017-10-31 2023-09-26 中铁第四勘察设计院集团有限公司 一种高过岔速度柔性单轨道岔
EP3916152A4 (en) * 2019-01-23 2022-10-19 Crrc Qingdao Sifang Co., Ltd. SWITCH FOR THE TRACK OF A MAGNETIC LIFT
WO2021052991A1 (en) * 2019-09-18 2021-03-25 Tata Steel Nederland Technology B.V. Tube section for evacuated tube transport system

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2997004A (en) * 1957-11-02 1961-08-22 Alweg Forschung Gmbh Monobeam switches
US3472176A (en) * 1966-12-23 1969-10-14 North American Rockwell Deflecting beam monorail switch
JP2595405B2 (ja) * 1992-04-02 1997-04-02 財団法人鉄道総合技術研究所 超電導磁気浮上式鉄道の可撓式分岐装置
DE4416821C2 (de) * 1994-05-16 2002-03-14 Butzbacher Weichenbau Gmbh System von Übergängen, wie Weichen
DE4416820C2 (de) * 1994-05-16 1999-07-01 Butzbacher Weichenbau Gmbh Biegeweiche
JP3457445B2 (ja) * 1995-12-27 2003-10-20 株式会社日立製作所 車両の分岐装置
DE20208421U1 (de) * 2002-05-28 2003-10-09 Thyssenkrupp Technologies Ag Biegeträger aus Stahl für eine Spurwechseleinrichtung bei Fahrwegen von Magnetschwebefahrzeugen
CN2687162Y (zh) * 2004-01-16 2005-03-23 上海迈祥工程技术咨询有限公司 磁浮系统线路道岔结构
CN2687161Y (zh) * 2004-01-16 2005-03-23 上海迈祥工程技术咨询有限公司 磁浮列车轨道线路道岔机构
CN2700383Y (zh) * 2004-01-16 2005-05-18 上海迈祥工程技术咨询有限公司 磁浮系统线路道岔结构
DE102004015495A1 (de) * 2004-03-26 2005-10-13 Thyssenkrupp Transrapid Gmbh Weichenanordnung für Magnetschwebebahnen und dafür geeignete Biegeträger
CN100368631C (zh) * 2005-02-26 2008-02-13 上海磁浮交通工程技术研究中心 磁悬浮关节可挠道岔及转接方法

Also Published As

Publication number Publication date
EP1954881A1 (de) 2008-08-13
DE102005057554A1 (de) 2007-05-31
US7588215B2 (en) 2009-09-15
CN101321916A (zh) 2008-12-10
DE502006004617D1 (de) 2009-10-01
WO2007062893A1 (de) 2007-06-07
ATE440180T1 (de) 2009-09-15
CN101321916B (zh) 2011-06-22
US20080315045A1 (en) 2008-12-25

Similar Documents

Publication Publication Date Title
EP1954881B1 (de) Biegeträger für eine magnetschwebebahn
DE1231282B (de) Vorrichtung zum UEberbruecken von Dehnungsfugen in Fahrbahnen und Gehwegen, insbesondere von Strassenbruecken
DE2042233C2 (de) Zungenweiche, bei der die Zungen aus Schienenabschnitten des Stammgleises bestehen
DE3212717C1 (de) Fugenueberbrueckungsvorrichtung fuer Dehnfugen in Fahrbahnen von Bruecken od.dgl.
DE102011009543A1 (de) Horizontalschwingsystem
DE19936756A1 (de) Fahrweg eines spurgebundenen Fahrzeuges
EP0552788A1 (de) Schwelle für Schienen eines Oberbaus für Schienenfahrzeuge
DE102006054818A1 (de) Trägerelement, Lageranordnung und Einstellanordnung für eine Biegeweichenanordnung
EP2219927B1 (de) Biegeträger aus stahl für eine weichenanordnung bei magnetschwebebahnen
DE102006003680A1 (de) Biegeträger aus Stahl und eine damit hergestellte Weichenanordnung für Magnetschwebebahnen
EP0643169B1 (de) Einrichtung zum Verbinden von auf einem Tragwerk festgelegten Schienen
DE4416820C2 (de) Biegeweiche
DE10237176B4 (de) Fahrbahn für Magnetbahnzüge
DE2633668B1 (de) Laengsverschiebliche verbindung zweier hintereinanderliegender balkenfoermiger bauwerksteile, insbesondere brueckentraeger
EP1114221A1 (de) Schwellenrahmen für eine gleisanlage für schienengebundene fahrzeuge, insbesondere für einen schotteroberbau
WO1999036626A1 (de) Spurwechseleinrichtung für fahrwege einer magnetschwebebahn
EP2722440B1 (de) Profilelement
AT393850B (de) Ueberbrueckungs-vorrichtung fuer dehnungsfugen in fahrbahnen von bruecken od. dgl.
EP2799620A1 (de) Gerüst für die Erstellung baulicher Anlagen
EP2907720B1 (de) Schiebetürmodul/Schwenkschiebetürmodul für ein Schienenfahrzeug mit elastischer Tragkonstruktion
EP1339918B1 (de) Anordnung zum wechseln einer spur eines schienenfahrzeuges
EP0099456A2 (de) Vorrichtung zum Überbrücken von Dehnungsfugen in Verkehrswegen, insbesondere Brücken
DE102005024398B3 (de) Prellbock
DE102007047439A1 (de) Schalungsanrodnung für den Freivorbau von Brücken
WO2004031499A1 (de) Tragwerk

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20080508

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 502006004617

Country of ref document: DE

Date of ref document: 20091001

Kind code of ref document: P

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20090819

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

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091130

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091219

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091221

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091119

BERE Be: lapsed

Owner name: MAX BOGL BAUUNTERNEHMUNG G.M.B.H. & CO. KG

Effective date: 20091031

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

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

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

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

Ref country code: MC

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

Effective date: 20091031

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20100630

26N No opposition filed

Effective date: 20100520

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

Ref country code: FR

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

Effective date: 20091102

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

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091120

Ref country code: BE

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

Effective date: 20091031

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

Ref country code: AT

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

Effective date: 20091009

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

Ref country code: CH

Payment date: 20101021

Year of fee payment: 5

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

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

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

Ref country code: GB

Payment date: 20101025

Year of fee payment: 5

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

Ref country code: LU

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

Effective date: 20091009

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

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100220

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

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090819

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20111009

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

Ref country code: LI

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

Effective date: 20111031

Ref country code: CH

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

Effective date: 20111031

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

Ref country code: GB

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

Effective date: 20111009

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

Ref country code: DE

Payment date: 20130924

Year of fee payment: 8

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502006004617

Country of ref document: DE

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

Ref country code: DE

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

Effective date: 20150501