EP1116683A1 - Kranbahntragwerk - Google Patents
Kranbahntragwerk Download PDFInfo
- Publication number
- EP1116683A1 EP1116683A1 EP00100445A EP00100445A EP1116683A1 EP 1116683 A1 EP1116683 A1 EP 1116683A1 EP 00100445 A EP00100445 A EP 00100445A EP 00100445 A EP00100445 A EP 00100445A EP 1116683 A1 EP1116683 A1 EP 1116683A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- crane
- track
- support
- structure according
- carrier
- 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
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 12
- 239000011513 prestressed concrete Substances 0.000 claims abstract description 5
- 238000000034 method Methods 0.000 claims abstract description 3
- 239000004567 concrete Substances 0.000 claims description 11
- 238000003860 storage Methods 0.000 claims description 7
- 238000011065 in-situ storage Methods 0.000 claims description 6
- 239000000969 carrier Substances 0.000 claims description 4
- 230000008602 contraction Effects 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 4
- 238000001514 detection method Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 229920001971 elastomer Polymers 0.000 description 6
- 239000000806 elastomer Substances 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 6
- 230000001133 acceleration Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000003287 optical effect Effects 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000002775 capsule Substances 0.000 description 1
- 230000003749 cleanliness Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 238000012432 intermediate storage Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000036316 preload Effects 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
- 230000003746 surface roughness Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C7/00—Runways, tracks or trackways for trolleys or cranes
- B66C7/02—Runways, tracks or trackways for trolleys or cranes for underhung trolleys or cranes
- B66C7/04—Trackway suspension
Definitions
- the invention relates to a crane runway structure for at least one at least one crane traveling on a runway, in particular for one on two Overhead traveling crane.
- Such crane runway systems are coming especially for use in automated warehouse operations, e.g. B. Container storage, tubbing storage (reinforced concrete prefabricated parts for tunnel expansion), General cargo storage, paper roll storage, etc.
- the invention is based on the technical problem of a crane runway structure with high static and dynamic resilience with low elasticity To provide compliance with the possibility of large spans.
- the aim is a precise, yet simple and quick adjustment the career.
- a crane runway support structure comprising at least one track carrier which is elongated in the web direction a beam section made of reinforced concrete, preferably of prestressed concrete Column system made of reinforced concrete columns, the upper end of each one Headboard support the ends of the beam sections and their lower ends are anchored in the ground via a foot section, one at a time adjustable bearing in the area of the headboard and / or the footboard at least part of the supports for adjusting the track carrier according to the desired course of the career.
- the concrete structure according to the invention from reinforced concrete columns and Reinforced concrete girder sections offers the required rigidity and mechanical resilience both static (weight forces) and dynamic type (crane braking and acceleration processes; wind forces).
- the crane rail is in this way on the track carrier mounted that the track by a crane rail made of metal, preferably Steel, is formed, which is mounted on the track carrier in such a way that thermal expansion and contraction movements of the crane rail relative are admitted to the career institution.
- a crane rail made of metal preferably Steel
- thermodynamic properties surface color, Surface roughness, geometric surface shape
- the crane rail only at one point, preferably in the area of their length center, with respect to the track carrier Crane rail movements relative to the track beam in the direction of the track is fixed.
- the crane rail can also be between End stops on both rail ends can be moved back and forth, whereby the movement play is dimensioned such that it is among all conceivable Conditions never disappears.
- the following Due to their large number, retaining clips ensure that the rail does not move or moves only slightly during normal operation.
- the crane rail on holding clips on Track carrier is mounted, which the crane rail in the lateral direction define and secure against lifting.
- This type of attachment allows on the one hand the essentially free thermally induced expansion and Contraction movement of the crane rail relative to the track beam extensive suppression of rail movement in normal Crane braking and acceleration.
- the brackets can be connected using a type of elongated bolt connection with the treadmill with lateral play tightening the connection to avoid manufacturing inaccuracies to be able to compensate.
- the foot part preferably over four Deep foundation piles, preferably driven piles, are anchored in the ground.
- an enlarged foot section of the support on the foot part rests and is connected to it via anchor elements, preferably with the formation of an adjustable bearing.
- foot part is designed as a quiver for the lower end of the support.
- the adjustable bearing which is preferred in the lateral direction and Height direction is adjustable, is best located in the area of the upper Prop end.
- the connection of the lower end of the column with that in the The foot part anchored underground can then be particularly simple and thereby particularly stable with regard to the transmission of moments be, in particular through the quiver-like training already mentioned of the foot part. You can also see the effects of adjustment movements easier to see.
- the foot part can be integrated with the support. At least with In larger crane systems, it is cheaper to use the support than To manufacture precast concrete part.
- the foot section can then either In-situ concrete part, but also a prefabricated concrete part.
- a crane runway structure is proposed, comprehensive an elongated raceway carrier from at least one carrier section Support system consisting of supports, the upper ends of which are connected to a headboard Support the longitudinal ends of the support sections, and their lower ends over one foot part is anchored in the ground, one adjustable bearing each Area of the headboards and / or the footboards in at least part of the Carrier sections for adjusting the carrier sections according to the desired course of the career, with at least one of the supports in the area of the head part a slide bearing between the support and the raceway beam is provided, this support a reference point for a crane location detection system wearing.
- the reference point could be from an optical element to an optical one Crane location detection system, in particular laser systems.
- an optical one Crane location detection system in particular laser systems.
- One more way would be a distance measurement using radio waves, in particular Radar waves to make, but at least in the area of airports or shipping ports with busy radio traffic also cause problems could bring.
- the reference point as an attachment point for one over at least is formed a portion of the track length scanning member.
- the scanning element therefore extends essentially over the length of the track, so that an immediate mechanical scanning of the scanning member is in question comes or a short-range indirect scan, e.g. B. via induction measuring elements.
- the sensing member is encapsulated so that it is largely independent of the weather.
- the scanning link is formed by a chain into which a Gear of a measuring unit connected to the crane engages.
- the Scanning movement of the gear can be done by one with the gear Angular encoder connected in a rotationally fixed manner and sent to the crane location determining device to get redirected.
- the sensing element always around the sensing element to keep it under a not too small and not too big bias regardless of the relative position of the two ends of the sensing element load-bearing supports, it is suggested that that from the reference point remote end of the sensing member via a biasing element with one of the Supports is connected.
- the crane runway structure according to the invention is in the overview 1 generally designated 10.
- 1 shows Partial section of a much larger overall system from a variety of parallel career carriers with one corresponding plurality of independently operable Overhead cranes.
- Such a gantry crane 14 is shown in a rough schematic in FIG broken outline indicated.
- a bridge 16 of the overhead crane 14 is over two or more rail wheels 18 on the two Bridge ends on a crane rail 20 of the respective track beam 12 can be moved back and forth in the direction of the track (double arrow LR).
- a trolley 22 in the direction of the bridge (double arrow BR) movable back and forth.
- a load suspension device for example a spreader, is suspended from the trolley 22 via four suspension cables and in the height direction (Double arrow HR) can be raised or lowered.
- the spreader is used for the connection with the crane load to be loaded, for example a shipping container (ISO container) 28
- Each track carrier 12 carries two crane rails 20 each for one Bridge crane 14 on one side and a bridge crane 14 on the other side. Only in the case of the two outer raceways 12 only one crane rail 20 can be installed (see Fig. 12).
- the Crane runway structure 10 therefore requires a number n of independent bridge cranes 40 that can be operated from one another have a number of n + 1 careers 12.
- bridge cranes 14 can work independently of one another, too only a single track per track carrier 12 may be provided, on which two bridge cranes 14 then run simultaneously.
- the crane design is not tied to the bridge crane shape. They are too other types of cranes, such as gantry cranes, depending on the type of storage system, for which the crane runway structure 10 is provided.
- the invention resides in the fact that the crane runway supports 12 are still closed descriptive column system from columns 30 to one Desired running height of the trolley 22 can be adjusted, wherein sufficient mechanical stability and rigidity is provided, so that in many cases on an elaborate portal construction of the crane can be dispensed with.
- the foot parts 34 of those in FIGS. 2 and 3 a first variant 34 'and in FIGS. 4 and 5 a second variant 34 "is shown, are in the underground Deep foundation piles, here in the form of driven piles 36, anchored.
- Per Base plate 34 four ram piles 36 are provided, which in the Corner areas of a substantially square, horizontal Arranged plate formed base part and the in relation to the Column axis 38 is inclined downwards and radially outwards.
- Man receives a stable and high torque in the underground derivative construction, which is independent of any settlements of the neighboring underground, for example, due to the Container weight is.
- the foot section can be a precast concrete section be, if an in-situ concrete part is preferred, since this is the manufacture of Connection with the piles facilitated.
- the foot section is only attached to the Concrete reinforcement of the piles 36 protruding upwards.
- the foot part 34 can also be referred to as a pile head plate become.
- the foot part 34 ' is continuous as square plate designed to be used as a support for a to serve diameter enlarged end 42 of the support 30.
- Anchoring elements 44 which are cast into the foot part 34 ', can so through openings 46 of the outwardly projecting edge of the Push through end piece 42 and up over their end piece 42 projecting ends with the aid of fasteners, for example Clamping nuts 48, are fixed on the end piece 42.
- the Area between the supports 30 with a driving surface 56 (e.g. Asphalt surface, concrete surface or lava layer), which is flush with the 2 and 3 and the collar 54 according to 4 and 5 completes.
- a driving surface 56 e.g. Asphalt surface, concrete surface or lava layer
- the raceway 12 consists of a series of support sections 60 with an approximately double-T-shaped cross-sectional shape (see, for example, FIG. 7). These are prestressed concrete parts which, in addition to a slack reinforcement, consist of a large number of strands 62 (ST1570 / 5770 with 93 mm 2 each consisting of 7 individual strands) in the area of the lower T-head with a prestressing reinforcement made of two prestressing strands 66 (ST1570 / 1770 each with 41 mm 2 consisting of 5 individual strands).
- a strand receiving channel 64 for receiving a tensioning strand 66 can be seen in FIG. 10. According to FIG. 11, two such channels 64 are provided for two tensioning strands 66.
- the two channels run in a downward curve Line with apex in the area of the longitudinal center of the carrier section 60.
- the carrier section 60 is formed symmetrically to the longitudinal center.
- All of the carrier sections 60 are, apart from the one End support 30 'protruding last beam section 60', at both ends each provided with a head section 70 which is shown in FIGS. 7 and 11 is cut and compared to the other cross-sectional shape, for example according to FIG. 12, with a flange-like widening 72 of the lower head of the double-T cross-sectional shape is provided. So you can per head section 70 two fastening bolts 74 by appropriate Through bores 76 of the widening 72, inserted and on her the widening 72 upward projecting end with fasteners to be provided in the form of clamping nuts 78.
- the upper end is also the respective support 30 with an enlarged-diameter end piece 82 provided, as FIGS. 7, 9 and 10 show. Because the four mounting bolts 74 but remain within the cross-section of the support 30 is the support 30 additionally in the area of their upper end with edge recesses 84 provided, which are also recognizable in the said figures.
- the top Clamping nuts 78 and lower clamping nuts 86 are each supported on in the concrete material cast-in base plates 88 (see Fig. 9 and 10).
- a reinforced elastomer bearing 89 A total of four elastomer plates 90 are provided, which also one Height adjustment and a side adjustment (transverse to the longitudinal direction of the Carrier sections 60) allowed.
- this is one Adjustment plate 92 is provided, which carries the elastomer plate 90 and the a lug construction with an upper plate 94 fixed to the support section is coupled to the transmission of forces in the transverse direction QR.
- the upper For this purpose, plate 94 is provided with two tabs 94a which are bent downwards Transverse direction QR parallel crease edge, between which one in the same Lobe 92a of the adjusting plate 92 engages in a manner that is bent upward.
- a protrusion 92b is formed which protrudes in the horizontal direction and engages between two adjustment plates 96.
- the two adjustment plates 96 are aligned in the transverse direction QR. They are QR adjustable in the transverse direction and discontinuously in the illustrated embodiment. You are on this each provided with two bolt openings 96a, which have corresponding Adjustment bolt 96b on corresponding bolt openings 98a of a base plate 98 can be set.
- the base plate 98 is in the top of the Endpiece 84 poured, with a downward curved tab 98b the base plate 98 ensures sufficient resilience in the transverse direction QR
- a hydraulic press can be used to facilitate side adjustment Top of the end portion 84 of the column 30 and the bottom of each Carrier section 60 inserted and then for lifting the Carrier section 60 are operated. 8 is a with a circle Press stand area 100 bounded. The press can also Height adjustment can be used, the adjustment itself by Replacement of the elastomer plate 90 with another elastomer plate with the desired thickness or by interposing or removing Spacers.
- the side adjustment as well as the height adjustment of the ends of the Carrier sections 60 can be made so precisely that there is an adjustment the crane rails 20 are unnecessary. Since the beam sections 60 large Can have spans (for example 20 m), the Adjustment work according to the small number of adjustment points.
- the bearing arrangement described allows to a limited extent Relative movements between support section 60 and support 30 in Running direction LR, which is identical to the longitudinal direction of the beam.
- the Knaggen construction from the interlocking flap-like Projections 92a and 94a allow such movement to a limited extent.
- the the driving force is due to the shear stiffness of the elastomer plates 90 certainly.
- traveling bridge cranes 14 For automatic operation of the crane runway 10 traveling bridge cranes 14 is a precise determination of the current Location of the respective overhead crane 14 is of crucial importance. According to the invention, neither a point of the Crane rail 20, the track carrier 12 still selected, but a point RP on one of the supports 30, preferably on one of the two end supports 30. In Fig. 13, this is the right support 30 ".
- An end of a chain 102 is attached to it, the other end of which is connected via one Preload element (here compression spring 104) with the other end support 30 ' connected is.
- Preload element here compression spring 104
- one is essentially L-shaped in outline End plate 106 on the end faces of the head parts facing away from one another 84 of the two supports 30 'attached (fastening bolts 108).
- the in Fig. 13 right plate 108 carries a bearing block 110, which is the right end of the Chain 102 holds and thus represents the reference point RP. That in Fig. 13 left end of chain 102 is attached to pin 112. This enforces the end plate 106 and ends in a pin plate 112a.
- the compression spring already mentioned 104 clamped Between the Pin plate 112a and end plate 106 is the compression spring already mentioned 104 clamped, which the chain 102 under largely constant Tension sets, regardless of which may be minor changing distance between the end supports 30 '.
- the position of which is to be recorded is one Measuring unit connected to a gear wheel engaging chain 102 110.
- the respective angular position of the gear 110 is determined by a Angle sensor 112 detects the measured angular position using a a dash-dot line symbolized data line 114 to a not forwarded crane control shown.
- the chain 102 can be encapsulated in a manner not shown, around this to protect against weather influences. In this case it can be useful be that to keep a capsule profile open at the bottom so that entry is prevented by rainwater. In this case you will expediently engage the gearwheel from below in the chain to let.
- the crane rail 20 is attached to the support sections via retaining clips 120 60 of the track carrier 12 mounted. These each have a Rail foot 20a facing vertical side surface 120a to the side Definition of the rail 20. Furthermore, they overlap with a nose 120b said rail foot 20a, being with a nose bevel 120c rest on an inclined surface of the rail foot 20a or have a slight distance from it. It will take off the rail 20 prevented from the track carrier 12.
- the retaining clips can be tightened using clamping screws 130 and spring washers 132 can be fixed on the carrier section 60.
- the type of attachment described leaves thermally Relative movements between the crane rail 20 and the support section 60 to. Due to a certain residual friction resistance per pair of brackets and the plurality of pairs of brackets of a crane rail 20 is However, the overall frictional resistance is generally so great that this in the crane forces acting in the longitudinal direction of the rail (acceleration or Braking forces) predominates. Should there still be a relocation of the Crane rail come, so this is by stops 140 on both Carrier ends limited (see also Fig. 13). these can be angular and with fastening screws 142 with the each support section be rigidly connected.
- the crane rail lies there 20 either continuously on the abutting plates 122 or discontinuously with the appropriate distance between the plates 122.
- a special advantage of the invention should be pointed out, that in it there is that the crane runway structure 10 due to the deep foundation and the elevation of the raceways 12 is essentially unaffected of possible settlement of the storage area between neighboring ones Track carriers 12 due to the weight of stored goods, especially of containers. Settlements, for example 15 cm according to the invention are replenished, preferably with lava ash. In contrast, with a rail lying on the floor the entire site will be redeveloped, as the Change in position of the rail goes hand in hand.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
- Bridges Or Land Bridges (AREA)
- Jib Cranes (AREA)
- Load-Engaging Elements For Cranes (AREA)
- Control And Safety Of Cranes (AREA)
Abstract
Description
- Fig. 1
- eine isometrische, vereinfachte, teilweise abgebrochene Darstellung eines Kranbahntragwerks mit drei Laufbahnträgern;
- Fig. 2
- eine Seitenansicht einer einzelnen Stütze (Schnittlinie II-II in Fig. 1);
- Fig. 3
- eine vergrößerte Schnittansicht des unteren Säulenendes (Schnittlinie III-III in Fig. 2);
- Fig. 4
- eine Ansicht entsprechend Fig. 2, jedoch lediglich im Bereich des unteren Stützenendes in einer modifizierten Ausführungsform;
- Fig. 5
- eine vergrößerte Schnittansicht entsprechend Fig. 3 (Schnittlinie V-V in Fig. 4);
- Fig. 6
- eine Seitenansicht eines Teils des Laufbahnträgers, ausgehend vom in Fig. 6 linken Laufbahnträgerende samt zugehörigem Stützensystem;
- Fig. 7
- einen Querschnitt des Laufbahnträgers samt oberem Stützenende (Schnittlinie VII-VII in Fig. 10);
- Fig. 8
- einen Horizontalschnitt der Anordnung in Fig. 10 nach Linie VIII-VIII;
- Fig. 8a
- einen Vertikalschnitt der Anordnung in Fig. 8 nach Linie VIIIA-VIIIA;
- Fig. 9
- einen weitèren Horizontalschnitt der Anordnung in Fig. 10 nach Linie IX-IX;
- Fig. 10
- eine Seitenansicht der Anordnung in Fig. 7 (Blickrichtung X);
- Fig. 11
- einen Vertikalschnitt der Anordnung gemäß Fig. 10 mit Schnittlinie XI-XI;
- Fig. 12
- eine Ansicht entsprechend Fig. 11, jedoch im Bereich einer Endstütze und mit lediglich eine Kranschiene tragenden Rand-Laufbahnträger;
- Fig. 13
- eine Seitenansicht der Endstütze mit vereinfachter Darstellung einer Messkette, die Messkette abtastender Messeinheit und Referenzpunkt-Befestigungsstelle des in Fig. 13 rechten Kettenendes an der dortigen Endstütze;
- Fig. 14
- einen vereinfachten Querschnitt einer Kranschiene samt Befestigungsstelle des Laufbahnträgers.
Claims (17)
- Kranbahntragwerk (10) für wenigstens einen auf wenigstens einer Laufbahn fahrenden Kran, insbesondere für einen auf zwei Laufbahnen fahrenden Brückenkran (14), umfassendeinen in Bahnrichtung länglichen Laufbahnträger (12) aus wenigstens einem Trägerabschnitt (60) aus Stahlbeton, vorzugsweise aus Spannbeton,ein Stützensystem aus Stahlbetonstützen (30), deren obere Enden jeweils über ein Kopfteil (84) die Trägerabschnitte (60) abstützen und deren untere Enden jeweils über ein Fußteil (34) im Untergrund verankert sind,jeweils ein justierbares Lager im Bereich des Kopfteils (84) und/oder des Fußteils (34') bei wenigstens einem Teil der Stützen (30) zur Justierung des Laufbahnträgers (12) entsprechend dem gewünschten Verlauf der Laufbahn.
- Kranbahntragwerk nach Anspruch 1, dadurch gekennzeichnet, dass die Laufbahn von einer Kranschiene (20) aus Metall gebildet ist, die am Laufbahnträger (12) derart montiert ist, dass thermische Dehnungs-und Kontraktionsbewegungen der Kranschiene (20) relativ zum Laufbahnträger (12) zugelassen sind.
- Kranbahntragwerk nach Anspruch 2, dadurch gekennzeichnet, dass die Kranschiene (20) zwischen Endanschlägen an beiden Schienenenden hin- und herbeweglich ist oder lediglich an einer Stelle, vorzugsweise im Bereich ihrer Längenmitte, am Laufbahnträger im Bezug auf Kranschienenbewegungen relativ zum Laufbahnträger (12) in Laufbahnrichtung fixiert ist.
- Kranbahntragwerk nach Anspruch 2 oder 3, dadurch gekennzeichnet, dass die Kranschiene (20) über Halteklammern (120) am Laufbahnträger (12) montiert ist, die die Kranschiene (20) in seitlicher Richtung festlegen und gegen Abheben sichern.
- Kranbahntragwerk nach einem der Ansprüche 2 bis 4, dadurch gekennzeichnet, dass die Kranschiene (20) auf in den Laufbahnträger einbetonierten Metallplatten (122) diskontinuierlich oder bevorzugt kontinuierlich aufliegt, ggf. unter Zwischenlage einer Zwischenschicht (124).
- Kranbahntragwerk nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Fußteil (34) über vorzugsweise vier Tiefgründungspfähle, am besten Rammpfähle (36), im Untergrund verankert ist.
- Kranbahntragwerk nach Anspruch 6, dadurch gekennzeichnet, dass ein durchmesservergrößerter Fußabschnitt (42) der Stütze (30) auf dem Fußteil (34') aufliegt und mit dieser über Ankerelemente (44) verbunden ist, vorzugsweise unter Ausbildung eines justierbaren Lagers.
- Kranbahntragwerk nach Anspruch 6, dadurch gekennzeichnet, dass das Fußteil (34") als Köcher für das untere Ende der Stütze (30) ausgebildet ist.
- Kranbahntragwerk nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das justierbare Lager Justierbewegungen zumindest in Höhenrichtung und Seitenrichtung zulässt.
- Kranbahntragwerk nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Stütze (30) ein Ortbetonteil oder, bevorzugt, ein Fertigteil, ist.
- Kranbahntragwerk, insbesondere nach einem der vorhergehenden Ansprüche, für wenigstens einen auf wenigstens einer Laufbahn fahrenden Kran, insbesondere für einen auf zwei Laufbahnen fahrenden Brückenkran, umfassend pro Laufbahneinen länglichen Laufbahnträger (12) aus wenigstens einem Trägerabschnitt (60),ein Stützensystem aus Stützen (30), deren obere Enden je über ein Kopfteil (84) die Trägerabschnitte (60) abstützen, und deren untere Enden über je ein Fußteil (34) im Untergrund verankert sind,jeweils ein justierbares Lager im Bereich des Kopfteils (84) und/oder des Fußteils (34) bei wenigstens einem Teil der Stützen zur Justierung des Laufbahnträgers (12) entsprechend dem gewünschten Verlauf der Laufbahn,wobei bei zumindest einer (30') der Stützen (30) im Bereich des Kopfteils (84) ein Gleitlager zwischen Stütze (30) und Trägerabschnitt (60) vorgesehen ist, wobei diese Stütze (30') einen Referenzpunkt (RP) für ein Kranort-Feststellungssystem trägt.
- Kranbahntragwerk nach Anspruch 11, dadurch gekennzeichnet, dass der Referenzpunkt (RP) als Befestigungsstelle für ein sich über wenigstens einen Teil der Laufbahnlänge erstreckendes, vorzugsweise gekapseltes Abtastglied ausgebildet ist.
- Kranbahntragwerk nach Anspruch 12, dadurch gekennzeichnet, dass das Abtastglied von einer Kette (102) gebildet ist, in die ein Zahnrad (110) einer mit dem Kran verbundenen Messeinheit eingreift.
- Kranbahntragwerk nach Anspruch 13, dadurch gekennzeichnet, dass das vom Referenzpunkt (RP) abgelegene Ende des Abtastglieds über ein Vorspannelement (104) mit einer (30') der Stützen (30) verbunden ist.
- Kranbahntragwerk nach Anspruch 13 oder 14, dadurch gekennzeichnet, dass die Kette (102) an den beiden Endstützen (30') des Laufbahnträgers (12) angebracht ist.
- Kranbahntragwerk nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass wenigstens drei parallel nebeneinander und voneinander beabstandet angeordnete Laufbahnträger (12) vorgesehen sind, denen zwei Brückenkräne (14) zugeordnet sind, wobei der mittlere Laufbahnträger (12) eine Laufbahn für den einen Brückenkran (14) und eine weitere Laufbahn für den anderen Brückenkran trägt.
- Verfahren zum Betrieb eines Kranbahntragwerks nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass ein Lagerbereich zwischen benachbarten Laufbahnträgern (12) nach Setzung auf Grund des Lagergutgewichts wieder aufgefüllt wird, vorzugsweise mit Lavaasche.
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES00100445T ES2250027T3 (es) | 2000-01-10 | 2000-01-10 | Estructura portante para vias de rodadura para gruas. |
DK00100445T DK1116683T3 (da) | 2000-01-10 | 2000-01-10 | Understötningskonstruktion til en kran |
EP00100445A EP1116683B1 (de) | 2000-01-10 | 2000-01-10 | Kranbahntragwerk |
AT00100445T ATE304987T1 (de) | 2000-01-10 | 2000-01-10 | Kranbahntragwerk |
DE50011209T DE50011209D1 (de) | 2000-01-10 | 2000-01-10 | Kranbahntragwerk |
KR1020027008916A KR100798047B1 (ko) | 2000-01-10 | 2001-01-10 | 크레인 트랙 지지 골조 |
US10/181,853 US7066094B2 (en) | 2000-01-10 | 2001-01-10 | Supporting framework for a craneway |
JP2001551789A JP2003519611A (ja) | 2000-01-10 | 2001-01-10 | クレーン軌道支持架構 |
PCT/DE2001/000129 WO2001051402A1 (de) | 2000-01-10 | 2001-01-10 | Kranbahntragwerk |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP00100445A EP1116683B1 (de) | 2000-01-10 | 2000-01-10 | Kranbahntragwerk |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1116683A1 true EP1116683A1 (de) | 2001-07-18 |
EP1116683B1 EP1116683B1 (de) | 2005-09-21 |
Family
ID=8167593
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00100445A Expired - Lifetime EP1116683B1 (de) | 2000-01-10 | 2000-01-10 | Kranbahntragwerk |
Country Status (9)
Country | Link |
---|---|
US (1) | US7066094B2 (de) |
EP (1) | EP1116683B1 (de) |
JP (1) | JP2003519611A (de) |
KR (1) | KR100798047B1 (de) |
AT (1) | ATE304987T1 (de) |
DE (1) | DE50011209D1 (de) |
DK (1) | DK1116683T3 (de) |
ES (1) | ES2250027T3 (de) |
WO (1) | WO2001051402A1 (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202017005815U1 (de) | 2017-11-09 | 2019-02-12 | Iws System Gmbh | Krananlage |
WO2022034189A1 (en) * | 2020-08-14 | 2022-02-17 | Ocado Innovation Limited | A grid levelling mechanism |
Families Citing this family (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7533505B2 (en) * | 2003-01-06 | 2009-05-19 | Henderson Allan P | Pile anchor foundation |
CN1793514A (zh) * | 2005-08-29 | 2006-06-28 | 李勇 | 牛拱 |
KR100870032B1 (ko) * | 2007-03-19 | 2008-11-21 | 주식회사씨티씨 | 크레인 |
US8066200B2 (en) * | 2008-03-12 | 2011-11-29 | Hilltrac, Inc. | Hollow structural members, a rail system and methods of manufacturing |
CA2665597A1 (en) * | 2008-05-14 | 2009-11-14 | Richard J. Epp | Grain bin with person elevator |
DE102009036470B4 (de) * | 2009-08-03 | 2011-07-28 | UPZ Logistik & Consulting GmbH, 06796 | Mobiles Haltesystem für Kabeltröge |
US20110197521A1 (en) * | 2010-02-16 | 2011-08-18 | Michael Robert Courtney | System of modular construction and assembled structure |
US8341902B2 (en) * | 2010-03-19 | 2013-01-01 | Trisna Widjaja Kusuma | Multi-story buildings from prefabricated concrete components |
CN101806161B (zh) * | 2010-03-31 | 2013-11-13 | 天津天大天久科技股份有限公司 | 大型塔器中的空间网架支撑装置 |
US9010553B2 (en) * | 2011-01-13 | 2015-04-21 | Quick-Sling, Llc | Support apparatus |
US8827232B2 (en) | 2011-01-13 | 2014-09-09 | Quick-Sling, Llc | Support apparatus |
US9226575B2 (en) * | 2011-01-13 | 2016-01-05 | Quick-Sling, Llc | Support apparatus |
PL2886723T3 (pl) * | 2012-06-06 | 2017-10-31 | Gestamp Hybrid Towers S L | Żebrowane fundamenty dla nadbudów i sposób wytwarzania fundamentu |
KR101421212B1 (ko) * | 2013-02-14 | 2014-08-13 | 우성이엠씨(주) | 파워 모노레일의 기초 구조물 |
CN103231985B (zh) * | 2013-04-03 | 2015-02-25 | 深圳市华星光电技术有限公司 | 起重轨道结构 |
WO2014171695A1 (ko) * | 2013-04-15 | 2014-10-23 | Lee Keun Ho | 철도레일의 변위측정장치 |
US10113769B2 (en) | 2014-10-30 | 2018-10-30 | Quick-Sling, Llc | Wall mount bracket for outdoor equipment |
GB201503159D0 (en) * | 2015-02-25 | 2015-04-08 | Fosbel Inc | Methods and apparatus for constructing glass furnace structures |
ES2769054T3 (es) | 2017-03-23 | 2020-06-24 | Ipr Intelligente Peripherien Fuer Roboter Gmbh | Sistema de robot con raíl de soporte y plataforma de robot |
EP3441524A1 (de) * | 2017-08-11 | 2019-02-13 | IPR-Intelligente Peripherien für Roboter GmbH | Tragschiene für eine translativ verfahrbare roboterplattform |
TWI632104B (zh) * | 2017-08-31 | 2018-08-11 | 潤弘精密工程事業股份有限公司 | 用於廠房內固定天車軌道之裝置及使用該裝置之載物系統 |
US10415206B1 (en) * | 2018-09-11 | 2019-09-17 | James Henry | Beam and base for supporting structures |
CN112479028B (zh) * | 2021-01-07 | 2022-05-06 | 北京云中未来科技有限公司 | 一种新型门式双梁起重机 |
CN113023563A (zh) * | 2021-02-22 | 2021-06-25 | 阳春新钢铁有限责任公司 | 一种重工业液压润滑电机转移装置 |
US20240125535A1 (en) * | 2021-03-01 | 2024-04-18 | Autostore Technology AS | Improved cooling air distribution in an automated grid-based storage and retrieval system |
EP4302026A1 (de) * | 2021-03-01 | 2024-01-10 | Autostore Technology AS | Automatisiertes lagersystem |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3225703A (en) * | 1963-09-18 | 1965-12-28 | Wegematic | Monorail beamways |
US4181995A (en) * | 1977-10-11 | 1980-01-08 | Zur Henry C | Modular structure for bridges, overpasses and roadways |
EP0247962A2 (de) * | 1986-05-29 | 1987-12-02 | MANNESMANN Aktiengesellschaft | Abstützung eines Trägers |
Family Cites Families (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4723653Y1 (de) * | 1967-06-07 | 1972-07-28 | ||
US3613600A (en) * | 1969-03-03 | 1971-10-19 | Projects General Of America | Rail expansion joint |
JPS5288157A (en) * | 1976-01-08 | 1977-07-23 | Kubota Ltd | Straw treating device of combine |
US4042308A (en) * | 1976-02-18 | 1977-08-16 | Westinghouse Electric Corporation | Modular roadway for a transportation system |
US4200054A (en) * | 1976-12-10 | 1980-04-29 | Elliston Thomas L | Stabilized hoist rig for deep ocean mining vessel |
US4274336A (en) * | 1978-08-11 | 1981-06-23 | Hendrik Pater | Monorail guideway assembly |
US4665829A (en) * | 1983-02-04 | 1987-05-19 | Regents Of The University Of Minnesota | Guideway construction and method of installation |
US4707956A (en) * | 1985-08-12 | 1987-11-24 | Shimizu Construction Co., Ltd. | Earthquake insulating building structure |
US5231931A (en) * | 1992-01-23 | 1993-08-03 | J. Muller International | Rapid transit viaduct system |
NO300583B1 (no) * | 1992-07-10 | 1997-06-23 | Norsk Hydro As | Medbringersystem for dreiing av svivel |
US5411374A (en) * | 1993-03-30 | 1995-05-02 | Process Systems International, Inc. | Cryogenic fluid pump system and method of pumping cryogenic fluid |
US5511488A (en) * | 1994-04-25 | 1996-04-30 | Powell; James R. | Electromagnetic induction ground vehicle levitation guideway |
KR0164452B1 (ko) * | 1996-03-23 | 1999-02-18 | 김인기 | Prt 제동 시스템 |
US5946867A (en) * | 1997-10-29 | 1999-09-07 | Ericsson, Inc. | Modular earthquake support for raised floor |
US6321657B1 (en) * | 1998-03-03 | 2001-11-27 | William E. Owen | Rail transit system |
US6564516B1 (en) * | 1998-04-08 | 2003-05-20 | Einar Svensson | Support structure for elevated railed-vehicle guideway |
US6571717B2 (en) * | 1998-04-08 | 2003-06-03 | Einar Svensson | Y-shaped support structure for elevated rail-vehicle guideway |
US6665990B1 (en) * | 2000-03-06 | 2003-12-23 | Barr Engineering Co. | High-tension high-compression foundation for tower structures |
-
2000
- 2000-01-10 EP EP00100445A patent/EP1116683B1/de not_active Expired - Lifetime
- 2000-01-10 AT AT00100445T patent/ATE304987T1/de active
- 2000-01-10 ES ES00100445T patent/ES2250027T3/es not_active Expired - Lifetime
- 2000-01-10 DK DK00100445T patent/DK1116683T3/da active
- 2000-01-10 DE DE50011209T patent/DE50011209D1/de not_active Expired - Lifetime
-
2001
- 2001-01-10 JP JP2001551789A patent/JP2003519611A/ja active Pending
- 2001-01-10 WO PCT/DE2001/000129 patent/WO2001051402A1/de active Application Filing
- 2001-01-10 US US10/181,853 patent/US7066094B2/en not_active Expired - Fee Related
- 2001-01-10 KR KR1020027008916A patent/KR100798047B1/ko not_active IP Right Cessation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3225703A (en) * | 1963-09-18 | 1965-12-28 | Wegematic | Monorail beamways |
US4181995A (en) * | 1977-10-11 | 1980-01-08 | Zur Henry C | Modular structure for bridges, overpasses and roadways |
EP0247962A2 (de) * | 1986-05-29 | 1987-12-02 | MANNESMANN Aktiengesellschaft | Abstützung eines Trägers |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202017005815U1 (de) | 2017-11-09 | 2019-02-12 | Iws System Gmbh | Krananlage |
EP3495309A1 (de) | 2017-11-09 | 2019-06-12 | IWS System GmbH | Krananlage |
WO2022034189A1 (en) * | 2020-08-14 | 2022-02-17 | Ocado Innovation Limited | A grid levelling mechanism |
Also Published As
Publication number | Publication date |
---|---|
ES2250027T3 (es) | 2006-04-16 |
KR100798047B1 (ko) | 2008-01-28 |
DK1116683T3 (da) | 2006-02-20 |
US20040182025A1 (en) | 2004-09-23 |
KR20030015194A (ko) | 2003-02-20 |
US7066094B2 (en) | 2006-06-27 |
ATE304987T1 (de) | 2005-10-15 |
DE50011209D1 (de) | 2006-02-02 |
WO2001051402A1 (de) | 2001-07-19 |
JP2003519611A (ja) | 2003-06-24 |
EP1116683B1 (de) | 2005-09-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1116683B1 (de) | Kranbahntragwerk | |
DE19919703C2 (de) | Fahrweg für Transrapid | |
DE10321047B4 (de) | Fahrbahn für Magnetschwebebahnen und Herstellungsverfahren dafür | |
EP0516612B1 (de) | Schotterloser Oberbau mit Schienen | |
EP0894898A1 (de) | Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge und Vorrichtung zum Höhenverstellen und temporären Abstützen der Schienen | |
DE4205192C2 (de) | Bahnsteig | |
EP0627307B1 (de) | Unterbau für eine Rollenrotations-Druckmaschine und Verfahren zur Installation einer Rollenrotations-Druckmaschine auf einem solchen Unterbau | |
EP1597434B1 (de) | Fahrbahn für magnetschwebebahnen und herstellungsverfahren dafür | |
EP1740771B1 (de) | Vorrichtung zur justierung eines gleisrostes und weichen | |
DE10237176A1 (de) | Fahrbahn für Magnetbahnzüge | |
DE19625305A1 (de) | Aufgeständerte Fahrwegkonstruktion für spurgeführte Verkehrssysteme | |
EP1395709B1 (de) | Lagersystem und lager | |
DE10221627A1 (de) | Fahrweg für eine Magnetschwebebahn | |
EP2166149B2 (de) | Gleiskörperformteileinheit | |
DE19959236C1 (de) | Bahnsteig | |
EP1106737A2 (de) | Bahnsteig | |
DE3040442A1 (de) | Fahrstrasse fuer gummibereifte, spurgefuehrte radfahrzeuge | |
EP0456147A1 (de) | Gleiskörper | |
DE20320664U1 (de) | Fahrweg für ein spurgebundenes Fahrzeug, insbesondere eine Magnetschwebebahn | |
DE10305576A1 (de) | Fahrweg für ein spurgebundenes Fahrzeug, insbesondere eine Magnetschwebebahn | |
DE10221626A1 (de) | Fahrweg für eine Magnetschwebebahn und Verfahren zur Herstellung eines Fahrwegs für eine Magnetschwebebahn | |
WO1998049425A1 (de) | Verfahren zum herstellen eines tunnelbauwerks unter einem bestehenden bauwerk | |
WO2021063810A1 (de) | Träger für eine laufkatze und flurfreie transporteinrichtung mit einem solchen träger | |
DE1154139B (de) | Gelenklager zum Befestigen von bruecken-aehnlichen Bauteilen auf Unterstuetzungen, insbesondere von vorgefertigten Stahlbeton-Tragbalkenstuecken von Einschienenstandbahnen auf Stuetzen | |
DE8717029U1 (de) | Verschiebbares Dach für Abfalldeponien |
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 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
17P | Request for examination filed |
Effective date: 20011213 |
|
AKX | Designation fees paid |
Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: WALTER-BAU AKTIENGESELLSCHAFT Owner name: ATECS MANNESMANN AG |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: GOTTWALD PORT TECHNOLOGY GMBH Owner name: WALTER-BAU AKTIENGESELLSCHAFT |
|
17Q | First examination report despatched |
Effective date: 20040628 |
|
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 |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: GOTTWALD PORT TECHNOLOGY GMBH |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
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 Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REF | Corresponds to: |
Ref document number: 50011209 Country of ref document: DE Date of ref document: 20051027 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: PA ALDO ROEMPLER Ref country code: SE Ref legal event code: TRGR |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20060131 |
|
REF | Corresponds to: |
Ref document number: 50011209 Country of ref document: DE Date of ref document: 20060202 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 |
|
REG | Reference to a national code |
Ref country code: GR Ref legal event code: EP Ref document number: 20050403821 Country of ref document: GR |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2250027 Country of ref document: ES Kind code of ref document: T3 |
|
ET | Fr: translation filed | ||
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 |
|
26N | No opposition filed |
Effective date: 20060622 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PCAR Free format text: ALDO ROEMPLER PATENTANWALT;BRENDENWEG 11 POSTFACH 154;9424 RHEINECK (CH) |
|
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: 20050921 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 20140123 Year of fee payment: 15 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20140121 Year of fee payment: 15 Ref country code: NL Payment date: 20140121 Year of fee payment: 15 Ref country code: DK Payment date: 20140121 Year of fee payment: 15 Ref country code: BE Payment date: 20140121 Year of fee payment: 15 Ref country code: IE Payment date: 20140128 Year of fee payment: 15 Ref country code: FI Payment date: 20140113 Year of fee payment: 15 Ref country code: DE Payment date: 20140122 Year of fee payment: 15 Ref country code: SE Payment date: 20140121 Year of fee payment: 15 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GR Payment date: 20140121 Year of fee payment: 15 Ref country code: IT Payment date: 20140130 Year of fee payment: 15 Ref country code: AT Payment date: 20140113 Year of fee payment: 15 Ref country code: FR Payment date: 20140123 Year of fee payment: 15 Ref country code: ES Payment date: 20140129 Year of fee payment: 15 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PT Payment date: 20140106 Year of fee payment: 15 Ref country code: GB Payment date: 20140121 Year of fee payment: 15 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150131 |
|
REG | Reference to a national code |
Ref country code: PT Ref legal event code: MM4A Free format text: LAPSE DUE TO NON-PAYMENT OF FEES Effective date: 20150710 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 50011209 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: V1 Effective date: 20150801 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
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: 20150110 |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: EBP Effective date: 20150131 |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: EUG |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 304987 Country of ref document: AT Kind code of ref document: T Effective date: 20150110 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20150110 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20150801 |
|
REG | Reference to a national code |
Ref country code: GR Ref legal event code: ML Ref document number: 20050403821 Country of ref document: GR Effective date: 20150805 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150110 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150131 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150110 Ref country code: PT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150710 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150801 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150131 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20150930 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
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: 20150202 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150110 Ref country code: SE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150111 Ref country code: GR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150805 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20150110 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150131 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150110 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20160226 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20150111 |