EP2734707A2 - Voie préfabriquée pour une installation de transport en plan incliné destinée à des engins miniers - Google Patents

Voie préfabriquée pour une installation de transport en plan incliné destinée à des engins miniers

Info

Publication number
EP2734707A2
EP2734707A2 EP12737552.5A EP12737552A EP2734707A2 EP 2734707 A2 EP2734707 A2 EP 2734707A2 EP 12737552 A EP12737552 A EP 12737552A EP 2734707 A2 EP2734707 A2 EP 2734707A2
Authority
EP
European Patent Office
Prior art keywords
base
roadway
elements
foundation
track
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
Application number
EP12737552.5A
Other languages
German (de)
English (en)
Other versions
EP2734707B1 (fr
Inventor
Holger SETZ
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.)
Siemag Tecberg GmbH
Original Assignee
Siemag Tecberg GmbH
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 Siemag Tecberg GmbH filed Critical Siemag Tecberg GmbH
Publication of EP2734707A2 publication Critical patent/EP2734707A2/fr
Application granted granted Critical
Publication of EP2734707B1 publication Critical patent/EP2734707B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21C—MINING OR QUARRYING
    • E21C41/00—Methods of underground or surface mining; Layouts therefor
    • E21C41/26—Methods of surface mining; Layouts therefor
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B23/00—Easily dismountable or movable tracks, e.g. temporary railways; Details specially adapted therefor
    • E01B23/02—Tracks for light railways, e.g. for field, colliery, or mine use
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/16—Transporting, laying, removing, or replacing rails; Moving rails placed on sleepers in the track
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F13/00—Transport specially adapted to underground conditions
    • E21F13/04—Transport of mined material in gravity inclines; in staple or inclined shafts

Definitions

  • the invention relates to a precast carriageway and their manufacture. More specifically, the invention relates to a precast track for a mining mine for mining pressure in open pit.
  • the invention finds application in opencast mining, in particular for removing the deposit and advancing in sohlig, occurring in staircase-like paragraphs falling waste mountains, with a correspondingly strong with the increasing depth of excavation down wide excavation funnel forms.
  • Strossen i. stepped steps are dismantled.
  • the height of the pile determined by the strength of the soil, the mechanical equipment and economic considerations is on average about 15m.
  • inclined conveyor systems have been proposed, with the help of which the dump truck empty transported to the removal parts and are conveyed up again in the loaded state from the excavator.
  • the inclined conveyor system exists essentially from a driving platform, which can be moved by means of appropriate cables on a sloping roadway up and down.
  • the invention is therefore an object of the invention to provide a generic conveyor system that can be easily and inexpensively built and installed directly on site. This object is achieved by the method and the precast carriageway as defined in the claims.
  • an inclined from the edge of the funnel or open pit on the surface of the earth to the funnel sole extending oblique conveyor system is laid starting from an upper edge of the open pit.
  • the travel path of the inclined conveyor system in accordance with the invention consists of finished parts.
  • the inclined conveyor comprises a transport platform drivable by mining pressure and a counterweight, which below This conveyor platform runs in the track. Conveyor platform and counterweight run in this way within the track on different, superimposed raceways, which have rails.
  • a foundation is first provided. The track can be made both from the bottom of the open pit, as well as from an upper edge of the open pit to the sole.
  • This foundation is preferably created from the open pit available overburden or directly in the wall of the mine. At least one basic element is placed on the created foundation.
  • This base element is formed from at least two base plates, which are spaced by at least one cross member and the base plates are connected to the cross member.
  • This connection of the base plates with the cross members can be done by a positive and / or non-positive connection.
  • Advantageous are molded elements in the connection, which are supplemented by screws ben.
  • metal structures are provided both in the base plate and in the cross member at corresponding locations, which are particularly preferably poured in each case.
  • also provided for the connection in the carriers space for the screw can be filled by a casting with concrete or other suitable material.
  • the base element is fixed on the foundation by anchors, which can also extend through the foundation in the grown underground. At least some of these anchorages can be installed in an overlapping area of two adjoining base elements, so that the anchors used there anchor both base elements.
  • anchors When anchoring the anchors can be introduced to previously prepared structures in the respective base elements, or these structures are only at installation prepared at the installation site. Preferably, these structures are holes through which the anchors are introduced into the ground. However, other structures are conceivable with which the anchors are connected. The number of anchors depends primarily on the weight of the system to be anchored and the substrate quality.
  • the base element After anchoring is placed on the base element at least one roadway element, preferably at least two roadway elements, and connected to the base member.
  • the base element can be used together with the roadway elements, in which case the structures for the anchors can already be present or can only be created at the installation location, the structures extending through both the respective roadway element and the base element can. It is advantageous that the roadway elements for the two tracks are identical parts, so that does not have to be made different parts, stored and installed.
  • the individual roadway elements are aligned with each other with the aid of spacer elements which are interposed between the base element and the roadway element. Furthermore, then the individual joints or possibly resulting gaps, both between the adjacent base parts, as well as the adjacent roadway parts and lying on the roadway parts, juxtaposed rails filled and the parts are coupled in this way. This is advantageous, in particular in the case of the rails, since it is thus possible to reduce vibrations of the conveyor platform or of the counterweight.
  • the respective adjacent base elements and roadway elements can be connected to connection structures such as tie rods, threaded connections or by any other conceivable form, force or cohesive connection.
  • connection structures such as tie rods, threaded connections or by any other conceivable form, force or cohesive connection.
  • An element of the precast carriageway comprises at least one base carrier, at least one roadway element and a plurality of spacer elements, which between the Base support and the roadway element are arranged to their orientation to each other.
  • at least one push knob is provided, which is also arranged between the base support and the roadway element and transmits the static and dynamic loads acting on the roadway element, on the base support / base element and thus on the anchors in the foundation.
  • the thrust pegs are preferably executed centrally and coincidentally with each other, both in the roadway element, as well as the base support.
  • the touching surfaces of the sliding knob can be executed unclad from the material of the base support / roadway element, or eg with the interposition of metal plates.
  • transverse force brackets are provided on the base support for the transverse forces occurring (not in the direction of travel of the platform / counterweight). These absorb any transverse forces that may occur and transmit them via the anchorages into the foundation.
  • the base support may have at least one structure at the two ends pointing to the next base support, which allows mutually adjacent base supports to be connected to one another preferably by positive locking so that the base support is anchored in the work for its anchoring Foundation no longer needs to be held by additional structures.
  • the underside of the base element, which faces the foundation, can be calculably roughened via inserted or attached strips or similar structures formed on the base element and connected to the foundation or ground by means of local encapsulation.
  • the cross member and base plates for stiffening shelves can be inserted. These are preferably designed geometrically so that they are held by positive engagement between the base beams and the cross members.
  • the roadway elements form two differently high levels on each base support and together with another base support in a base element two raceways, which are arranged one above the other due to the different levels and are each formed by two rails.
  • These rails can be connected either directly or through interposed structures with the roadway element.
  • the rails are made in two parts, so that an upper part the running rail is connected to a lower part of the running rail by a preferably detachable connection. This lower part is detachably or firmly connected to the roadway element.
  • a worn upper part of a running rail can be replaced and does not have to be laboriously welded on site eg material.
  • all rails for the two races each have the same type and size, so that not different types of rails must be kept on the site.
  • the spacer elements are arranged between the base element and the track element such that a distance between the two elements can be varied.
  • the spacer elements can be designed so that they are able to transmit the forces acting on the roadway part dynamic and static loads on the base member.
  • the Schubknagge could be omitted.
  • a spacer element consists of a trapezoidal thread spindle with mating nut or threaded sleeve.
  • Such a spacer element is then introduced into a base support or roadway element such that it can be adjusted and the respective screw part can engage in the nut part in the installed state of both elements.
  • any design of the spacer elements can be used (wedges, hydraulic presses, etc.).
  • the spacers allow accurate alignment of the routes for the platform and the counterweight even with a lower installation accuracy of the base elements.
  • the roadway element may have lateral force holders, which in turn may carry cable guide rollers.
  • each track has its own lateral force holder with cable guide rollers.
  • a central shear load holder is also conceivable.
  • FIG. 1 is an overview of an inclined conveyor system according to the invention for mining pressure, which is constructed of prefabricated parts.
  • FIG. 2 is a perspective sectional view of a finished part of an embodiment of the installation according to FIG. 1.
  • FIG. 3 is a side view from the outside of a finished part of an embodiment of the installation according to FIG. 1.
  • FIG. 4 is a cross-sectional view of a finished part of an embodiment of the plant according to FIG. 1. Detailed description of the embodiment
  • Figure 1 shows an inclined conveyor system for mining pressure 1, the route 2 is created from the finished parts 5 according to the invention. On this track 2 both a conveyor platform 4, which can receive a mining pressure 3, as well as a counterweight 6. The conveyor platform 4 and the counterweight 6 run on superimposed tracks A and B. The inclination of the track 2 is characterized by the angle a, which is typically between 40 ° to 60 °.
  • Figure 2 shows the finished part 5, the main elements of a base member 51 consisting of two base supports 510 (only one shown) and three cross members 520 (only one shown), and four roadway elements 52 (only two shown). The base member 51 is connected to the lane members 52 via push catches 53 and a plurality of spacers 54 and supports 60.
  • the spacer elements 54 are anchored both in the base carrier 510 and in the roadway element 52 and thus connect the elements 510 and 52 so as to be adjustable.
  • the spacers 54 are formed as Trapezdspindelhubwerke.
  • the supports 60 relieve, at least in part, the spacer elements 54 after the spacer elements 54 have been adjusted.
  • the finished part 5 has, as can furthermore be seen in FIG. 2, two raceways A and B. These tracks A and B are arranged one above the other, so that the counterweight 6 can pass under the conveyor platform 4 when the two meet.
  • the different levels of the tracks are due to the shape of the base support 510 in which the recordings (Schubknaggen, spacer elements, support elements, etc.) for the roadway elements 52 are at different levels.
  • the track width of the inner and lower tracks for the counterweight 6 is smaller than that of the track for the conveyor platform 4.
  • the tracks A and B each consist of a pair of rails 55 (shown schematically). In this embodiment crane rails of the type DIN 536 A 150 are used.
  • the finished part 5 has a push knob, but only the push element formed between the base support 510 and the track element 52 is shown. Knagge 53.
  • Each of the push catches of the finished part 5 has an upper part 53 a and a lower part 53 b.
  • the upper part 53a is located opposite to the lower part 53b so as to be uphill and overlapped with the lower part 53b.
  • a static and dynamic load on the frictional engagement of the two parts 53 a and 53 b are derived in the respective base support 510 of the base member 51.
  • the push catches are each carried out centrally in the base support 510.
  • the overlapping of the two parts 53a and 53b of the sliding knob has to be so great that even with the maximum distance between the basic carrier 510 and the track element 52 there is a sufficiently large overlapping area in order to transmit the occurring static and dynamic loads.
  • the track member 52 further includes a plurality of holes 59, in which the anchors are set, which then connect the base member with the foundation.
  • the number of holes 59 and thus the anchor used per finished part 2 depends mainly on the load to be transmitted, the anchor design and the ground.
  • the holes 59 can already be provided in the production of the finished part, or be created only at the installation site in the open pit, depending on the number of anchors in the corresponding section is needed.
  • Figure 3 shows each overlap or engagement areas C and D, over which adjacent finished parts are engaged with each other.
  • transverse force consoles 511 of the basic carrier 510 are shown, which laterally support the roadway element 52 and, together with the transverse force holders 56, stiffen the precast element 5.
  • a handrail 512 is attached to the lateral power consoles 511. Together with a flight of stairs 513, the handrail 512 forms a staircase next to the track of the platform.
  • Section E shows the use of interconnected plates in the push knob.
  • Figure 4 shows in cross section the substantially symmetrical structure of the finished part 5.
  • the finished part 5 further comprises two shear force holders 56 and 57, which support the respective track A and B. These lateral force holders 56 and 57 prevent deformation of the finished part 5.
  • the lateral force holder 56 and 57 carry a plurality of cable guide rollers 58, with which the operation of the Schrägf ⁇ rderstrom 1 necessary ropes are performed.
  • On the base support 510 side transverse force brackets 511 are shown. Sterkrafthalter 56, 57 and transverse power brackets 511 stiffen the roadway elements 52.
  • both base support 510 and cross member 520 can be anchored. A connection region of the base carrier 510 with the cross member 520 is not shown. Details E and F show concealed plotted the Schubknaggen 53 between the respective roadway elements 52 and the base beams 510th

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Remote Sensing (AREA)
  • Escalators And Moving Walkways (AREA)
  • Attitude Control For Articles On Conveyors (AREA)
  • Road Paving Structures (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
  • Warehouses Or Storage Devices (AREA)
  • Auxiliary Methods And Devices For Loading And Unloading (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Chain Conveyers (AREA)
  • Connection Of Plates (AREA)

Abstract

L'invention concerne un procédé de production d'une voie préfabriquée pour une installation de transport en plan incliné comportant une plate-forme de transport et un contre-poids dans les mines à ciel ouvert, comprenant les étapes suivantes : la préparation d'une fondation; la pose sur la fondation d'au moins un élément de base constitué de supports de base et de supports transversaux; la fixation de l'élément de base sur la fondation; la pose d'éléments de voie sur l'élément de base par l'intermédiaire d'éléments d'écartement réglables, au moins respectivement d'un tasseau de poussée et d'un support entre l'élément de base et l'élément de voie; et l'alignement des éléments de voie entre eux et vis-à-vis des éléments de base respectifs à l'aide des éléments d'écartement.
EP12737552.5A 2011-07-19 2012-07-19 Voie préfabriquée pour une installation de transport en plan incliné destinée à des engins miniers Active EP2734707B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102011108093.0A DE102011108093B4 (de) 2011-07-19 2011-07-19 Fertigteilfahrbahn für Schrägförderanlage für Bergbautrucks
PCT/EP2012/064165 WO2013011083A2 (fr) 2011-07-19 2012-07-19 Voie préfabriquée pour une installation de transport en plan incliné destinée à des engins miniers

Publications (2)

Publication Number Publication Date
EP2734707A2 true EP2734707A2 (fr) 2014-05-28
EP2734707B1 EP2734707B1 (fr) 2016-09-14

Family

ID=46545788

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12737552.5A Active EP2734707B1 (fr) 2011-07-19 2012-07-19 Voie préfabriquée pour une installation de transport en plan incliné destinée à des engins miniers

Country Status (15)

Country Link
US (1) US20140252102A1 (fr)
EP (1) EP2734707B1 (fr)
KR (1) KR101606526B1 (fr)
CN (1) CN103842616B (fr)
AP (1) AP2014007384A0 (fr)
AU (1) AU2012285793B2 (fr)
BR (1) BR112014001190A2 (fr)
CA (1) CA2842382C (fr)
CL (1) CL2014000141A1 (fr)
DE (1) DE102011108093B4 (fr)
EA (1) EA026169B1 (fr)
MA (1) MA35270B1 (fr)
UA (1) UA111366C2 (fr)
WO (1) WO2013011083A2 (fr)
ZA (1) ZA201400315B (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103274325A (zh) * 2013-06-06 2013-09-04 枣庄矿业集团中兴建安工程有限公司 一种便携式起重器
CN105217413B (zh) * 2015-10-27 2017-10-27 中国矿业大学 变坡度斜向运行容器自动调平装置及方法
CN105794348A (zh) * 2016-03-23 2016-07-27 陈荣明 一种利用轨道设备对苗床土地进行平整的方法
CN113217088B (zh) * 2021-05-26 2024-05-14 甘肃酒钢集团宏兴钢铁股份有限公司 一种高深溜井堵塞预防及处理方法

Family Cites Families (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US53479A (en) * 1866-03-27 Improved railroad-rail
US3034669A (en) * 1959-08-31 1962-05-15 Stearns Rogers Mfg Company Apparatus for hauling ore in open pit mines
FR2311698A1 (fr) * 1975-05-23 1976-12-17 Creissels Denis Sa Ascenseur incline
DE2637072C2 (de) * 1976-08-18 1978-09-14 Demag Ag, 4100 Duisburg Einrichtung für den Abtransport von Schopfenden in einer Mehrstranggießanlage, insbesondere in einer zweisträngigen Stahlbrammen-Stranggießanlage
DE3040442A1 (de) * 1980-10-27 1982-05-27 Ed. Züblin AG, 7000 Stuttgart Fahrstrasse fuer gummibereifte, spurgefuehrte radfahrzeuge
US5125481A (en) * 1990-09-26 1992-06-30 Hideaki Shibata Diagonal elevation apparatus
US5161668A (en) * 1991-07-18 1992-11-10 Montgomery Electric Company Guide mechanism for passenger conveyors
DE4409653A1 (de) * 1994-03-21 1995-09-28 Wayss & Freytag Ag Feste Fahrbahn für schienengebundenen Verkehr
DE19963464A1 (de) * 1999-01-22 2000-08-03 Siemag Transplan Gmbh Förderanlage im Übertage-Bergbau
DE10023993A1 (de) * 2000-05-17 2001-11-22 Phoenix Ag Förderanlage
CN2559625Y (zh) * 2002-07-24 2003-07-09 黄达余 一种斜向电梯
DE20320664U1 (de) * 2003-02-10 2004-12-09 Tfm Transrapid Fahrweg Mittelstandsgesellschaft Mbh & Co. Ohg Fahrweg für ein spurgebundenes Fahrzeug, insbesondere eine Magnetschwebebahn
DE102004037170B4 (de) * 2004-07-30 2006-12-21 Marks, Thomas, Dipl.-Ing. Verfahren zur Herstellung eines Schienenfahrwegs
WO2006111589A1 (fr) * 2005-04-19 2006-10-26 Gantry Española, S.A. Systeme de voies de chemin de fer en plaque betonnee et son procede d'installation
CN101020554A (zh) * 2006-02-14 2007-08-22 鞍钢集团弓长岭矿业公司 露天矿矿用汽车自驱动整车提升装置
AT503599B1 (de) * 2006-07-28 2007-11-15 Verkehrsbetr E Zuerich Verfahren zum herstellen einer festen fahrbahn für schienenfahrzeuge
DE102007046249B4 (de) * 2007-09-26 2015-05-13 Edilon) (Sedra Gmbh Gleiskörper mit geklebten Trögen
US8490327B2 (en) * 2010-11-11 2013-07-23 Gregory Ryan Garbos Integrated moving and anchoring system for movable agriculture structures

Also Published As

Publication number Publication date
CA2842382A1 (fr) 2013-01-24
ZA201400315B (en) 2014-10-29
BR112014001190A2 (pt) 2017-02-21
KR101606526B1 (ko) 2016-03-25
CN103842616A (zh) 2014-06-04
CA2842382C (fr) 2015-12-01
US20140252102A1 (en) 2014-09-11
AU2012285793B2 (en) 2015-09-17
EA026169B1 (ru) 2017-03-31
EP2734707B1 (fr) 2016-09-14
EA201400082A1 (ru) 2014-07-30
WO2013011083A3 (fr) 2013-05-30
WO2013011083A2 (fr) 2013-01-24
CN103842616B (zh) 2016-06-08
AU2012285793A1 (en) 2014-02-20
KR20140034930A (ko) 2014-03-20
AP2014007384A0 (en) 2014-01-31
MA35270B1 (fr) 2014-07-03
UA111366C2 (uk) 2016-04-25
CL2014000141A1 (es) 2014-06-13
DE102011108093B4 (de) 2020-03-05
DE102011108093A1 (de) 2013-01-24

Similar Documents

Publication Publication Date Title
DE2306428C3 (de) Gleisoberbau und Verfahren zu dessen Herstellung
EP2734707B1 (fr) Voie préfabriquée pour une installation de transport en plan incliné destinée à des engins miniers
EP0894898B1 (fr) Méthode de réalisation d'une voie ferrée et dispositif pour le réglage en hauteur et le support temporaire des rails
DE102009007226B4 (de) Verfahren zum Erstellen einer Entwässerungseinrichtung neben dem Gleis einer Bahnstrecke
AT505789B1 (de) Gleiskörper mit geklebten trögen
DE4205192C2 (de) Bahnsteig
CH687031A5 (de) Verfahren zur Erstellung bzw. Sanierung eines laengs eines Bahndamms verlaufenden Randweges.
EP2758633B1 (fr) Installation de creusement par bouclier
EP1048783A1 (fr) Voie ferrée et sa méthode de réalisation
DE202019100752U1 (de) Verbauvorrichtung
DE102009007224A1 (de) Verfahren zum Verlegen von U-förmigen Kanalelementen neben dem Gleis einer Bahnstrecke
DE102007003085A1 (de) Verfahren zur Herstellung einer Dichtwand mit optimierten Betonfertigteilen
DE10358363B4 (de) Gleitschalungsfertiger zum Fertigen von Oberflächenbelägen
DE102004019083A1 (de) Verfahren zum Verlegen eines Gleisstranges
DE102011107918B4 (de) Überbaudeckel, Anordnung aus Überbaudeckel, Bohrpfahl und Steckträger sowie behelfsbrückenfreies Verfahren zum zügigen Verkehrswegkorper-und Verkehrsweganschluss eines Brücken- oder Unterführungstragwerkes in Deckelbauweise
AT500876B1 (de) Verfahren zum herstellen einer festen fahrbahn für schienenfahrzeuge
DE19959236C1 (de) Bahnsteig
EP1106737A2 (fr) Quai
DE102013223536A1 (de) Verkippungssystem
DE2503630A1 (de) Stauwand und verfahren zum aufbau derselben
DE3346921C1 (de) Vorrichtung zum Aus- und Einbau von auf Pfeilern angeordneten Brückenlagern oder Teilen davon
DE1220879B (de) Unterfuehrungsbauwerk und Verfahren zu seinem nachtraeglichen Einbau
EP0981673B2 (fr) Dispositif pour stabiliser une banquette instable dans le domaine de la construction de voies ferrees et de routes, et procede correspondant
AT16231U1 (de) Strukturanordnung für die Stabilisierung von linearen Erdarbeiten
DE102006047875B3 (de) Kranbahn

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: 20140116

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20160212

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAR Information related to intention to grant a patent recorded

Free format text: ORIGINAL CODE: EPIDOSNIGR71

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

INTG Intention to grant announced

Effective date: 20160714

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM 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

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 829233

Country of ref document: AT

Kind code of ref document: T

Effective date: 20161015

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502012008261

Country of ref document: DE

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20160914

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

Ref country code: NO

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: 20161214

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: 20160914

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: 20160914

Ref country code: HR

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: 20160914

Ref country code: RS

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: 20160914

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: 20160914

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: 20160914

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: 20161215

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: 20160914

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

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: 20160914

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: 20160914

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

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: 20161214

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: 20170116

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: 20160914

Ref country code: SM

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: 20160914

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: 20170114

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: 20160914

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: 20160914

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: 20160914

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502012008261

Country of ref document: DE

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: 20160914

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

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160914

26N No opposition filed

Effective date: 20170615

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

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: 20160914

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: 20170719

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20180330

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: 20170731

Ref country code: IE

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

Effective date: 20170719

Ref country code: GB

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

Effective date: 20170719

Ref country code: CH

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

Effective date: 20170731

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: 20170731

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20170731

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: 20170719

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: 20170731

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 829233

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170719

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

Ref country code: MT

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: 20160914

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

Ref country code: AL

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: 20160914

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: 20170719

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160914

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; INVALID AB INITIO

Effective date: 20120719

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 NON-PAYMENT OF DUE FEES

Effective date: 20160914

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

Ref country code: MK

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: 20160914

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: 20160914

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502012008261

Country of ref document: DE

Representative=s name: FORTMANN TEGETHOFF PATENT- UND RECHTSANWAELTE , DE

Ref country code: DE

Ref legal event code: R082

Ref document number: 502012008261

Country of ref document: DE

Representative=s name: FORTMANN TEGETHOFF PATENT- UND RECHTSANWAELTE, DE

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

Ref country code: DE

Payment date: 20230720

Year of fee payment: 12