EP1934401B1 - Procede pour renover un edifice carrossable - Google Patents

Procede pour renover un edifice carrossable Download PDF

Info

Publication number
EP1934401B1
EP1934401B1 EP06806083A EP06806083A EP1934401B1 EP 1934401 B1 EP1934401 B1 EP 1934401B1 EP 06806083 A EP06806083 A EP 06806083A EP 06806083 A EP06806083 A EP 06806083A EP 1934401 B1 EP1934401 B1 EP 1934401B1
Authority
EP
European Patent Office
Prior art keywords
bridging
bridging device
superstructure
abutment
plate
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
EP06806083A
Other languages
German (de)
English (en)
Other versions
EP1934401A1 (fr
Inventor
Gianni Moor
Bernd Urich
Eduard Schiebelbein
Ernst-Peter Laich
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.)
Mageba Holding AG
Original Assignee
Mageba SA
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 Mageba SA filed Critical Mageba SA
Priority to PL06806083T priority Critical patent/PL1934401T3/pl
Priority to EP06806083A priority patent/EP1934401B1/fr
Publication of EP1934401A1 publication Critical patent/EP1934401A1/fr
Application granted granted Critical
Publication of EP1934401B1 publication Critical patent/EP1934401B1/fr
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
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/06—Arrangement, construction or bridging of expansion joints
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging

Definitions

  • the present invention relates to a method for the rehabilitation of a navigable structure in the region of an existing between an abutment and a superstructure expansion joint. Such a procedure can DE 10108907 A1 be removed.
  • Bridges and comparable navigable structures have, in particular to compensate for thermal expansion of the superstructure on expansion joints, which are associated with bridging devices on which the traffic can roll at different widths of the expansion joint.
  • Such bridging devices which are known in various designs, are basically designed for a long service life.
  • renovations of the bridges and other driveable structures with replacement of the bridging devices are increasingly required, often due not least to a massive increase in traffic density and / or vehicle weights far beyond the original design values.
  • Such refurbishment work associated with a refurbishment of the lock-up device requires either a blockage of the respective bridges, at least to the extent of one of the lanes; This results in a longer lasting impairment and annoyance of the traffic, either by reducing the total number of available lanes at the bridge in question, or by shifting traffic to alternative routes, which in turn are then often overloaded and / or to accommodate the corresponding Traffic must first be elaborately prepared (eg by increasing the passage heights and like.). Or, in the area of the expansion joint, a fly-over construction is established with a first ramp assigned to the abutment and a second ramp assigned to the superstructure, the traffic being routed through the temporary structure during the remediation work on the bridging device underneath becomes.
  • makeshift structures find particular application when reasonable alternative routes are not available.
  • the ramps need, so that sufficient for the implementation of the renovation work space under the Behelfskonstrutation remains and a permissible slope is not exceeded, a considerable length, which is associated with a correspondingly high construction costs for the erection and the subsequent removal of the makeshift construction.
  • the traffic routed via the makeshift construction is also severely impaired because of the necessary limitation of the maximum speed allowed for passing the makeshift construction.
  • the present invention is accordingly directed to provide a method for rehabilitating a driveable structure in the area of an existing between an abutment and a superstructure expansion joint, which is characterized by a very low overall cost and in which the traffic during the renovation work affected only to a minimum extent is.
  • one of the essential technical aspects of the present invention is the formation of recesses in the two areas of the roadway construction adjacent to the bridging device to be replaced.
  • the finger assembly is received, in the area of which the bridging plate and the counter plate of the bridging temporary intermesh with each other.
  • the bridging temporary restrains itself in the area of the finger arrangement in the corresponding recess.
  • the capabilities of the present invention extend significantly beyond the conceivable use of a walk-in temporary restoration during repair of a lock-up device by replacement of the drivable surface-forming components (eg, sipes) while maintaining the support structure (eg, trusses) of the lock-up device, which is a temporary bridging device especially in the area of a finger arrangement could also be supported on the supporting structure of the bridging device which is also available during the repair work.
  • the drivable surface-forming components eg, sipes
  • the support structure eg, trusses
  • the present invention is based significantly on the recognition that the possibility of an individual and flexible implementation of the renovation work within certain time windows by appropriate means of construction site and their adaptation to the prevailing traffic conditions both beneficial to the overall cost of carrying out the renovation works as well as minimizing the overall impact on traffic occurring during the rehabilitation work.
  • the blocking of the bridge or the road or lane in question for the implementation of remedial work namely namely limited to low-traffic times, for example, the night hours or weekend, while in the rest, busy traffic time (also) is conducted via the temporary bridge; Therefore, despite the implementation of the rehabilitation work, all lanes for traffic can be continuously available outside the blocks that have been laid down individually during times of low traffic.
  • the remediation work can be carried out one after the other with very little effort for the individual lane lanes in application of the present invention. Restrict themselves in this sense, the rehabilitation work in each case on only one of the lanes, so in the low-traffic time, despite construction site operation still those lanes are available that are not rehabilitated at this time; and in busy traffic, the lane track headed over the temporary temporary bridge is added. Since the surface of the temporary bridging, flush, essentially without Gap, step and / or angular offset adjoins the adjacent road surface, there is no need, at least no significant reduction or limitation of the maximum speed for the guided over the bridging temporary traffic, so that in this respect an impairment is eliminated.
  • a first preferred embodiment of the method according to the invention is characterized in that at least to the first recess initially introduced a lower than the thickness of the finger assembly of the temporary bridging Rohaussparung, then applied to the surface of the Rohaussparung a layer of polymer concrete, on the surface of the Bridging plate in the region of the finger assembly slidably rests. It is particularly advantageous if the depth of the Rohaussparungen the strength of the adjacent road surface (eg asphalt) corresponds. These measures help to save time for the establishment of a functional temporary bridge and thus to minimize the necessary duration of a first traffic closure. Furthermore, due to the particular properties of polymer concrete, it is not necessary in this case to provide a separate support plate serving for the sliding support of the bridging plate. Instead of polymer concrete, a suitable casting mortar or a comparable material could be used with comparable advantages.
  • the components of the bridging temporary are screwed to the abutment or the superstructure, for which purpose at least one of the components of the temporary bridging expediently has holes for fastening screws.
  • This is particularly advantageous in view of the possibility of repeatedly removing the bridge plate within a very short time and reassemble without the reliability of fixing the mounted fürbrükkungsplatte suffers.
  • a complementary form-locking position assurance of the components of the bridging temporary to the abutment or the superstructure for example in the form of interlocking recesses and projections on the components of the temporary bridging on the one hand and the abutment or the superstructure on the other.
  • the bridging temporary consists of several section segments arranged side by side in the longitudinal direction of the expansion joint. This facilitates the handling of the components of the temporary bridging on site using the available at the site anyway Aids.
  • the width of the temporary bridging can be seen to match the width of each to be rehabilitated lane track, even for temporary bridging over which only the traffic of a single lane track is to lead, one of the above Segmentation of the bridging plate is useful.
  • the needs of the customer concerning the allocation of stages or the time sequence of the individual stages can be considered almost indefinitely due to the flexible panel widths.
  • the bridging temporary is designed asymmetrically and consists only of, if necessary, pieced together in the longitudinal direction of the joint, a Studentsbrükkungsplatte and a counter-plate.
  • the bridging plate and the counterplate mesh with each other in the area of a finger arrangement.
  • the bridging plate may have stiffening ribs, in particular on its underside; this allows a particularly easy design of the lock-up plate with a sufficient static and dynamic load capacity, which accommodates the required repeated handling of the bridging plate on the site.
  • the movement capacity of the temporary bridging can be well behind the movement capacity of - to be interpreted for all-season operation under extreme conditions - permanent lock-up device. This too is an aspect which underlines the particular advantages of the comparatively simple and cost-effective embodiment of the bridging temporary used in the context of the present invention.
  • the bridging plate is secured against lifting by means of a guying device.
  • the guy device engages in the expansion joint on the abutment and / or the superstructure.
  • Such a position securing the bridging plate by means of a guying allowed to the extent that the static conditions allow, the use of a relatively light bridging plate.
  • This is also contrary to the basic principle of the present invention, which builds on the demand-dependent repeated disassembly and reassembly of the bridging plate using conventional construction equipment.
  • a further preferred embodiment of the invention is characterized in that as a new lock-up device, a quickly displaceable road junction is mounted, for example in the form of a Robo Flex "RE-LS" roadway transition or Gleitfingerfuge "Tensa Flex", both offered by the applicant.
  • the quick displaceability is largely based on the fact that the respective permanent lock-up device bolted to the base or with fast-curing Polymer concrete Robo Flex is shed.
  • the preparations for the installation of such types of Kochbrükkungsvorraumen can each be advanced at night so that a move in the extreme case completely in the night or possibly. Can be done during a short additional lock period and the traffic can then roll over without further delay.
  • the present invention can be seen in the context of the renovation of a variety of trafficable structures apply.
  • the bridging device to be replaced is a lamellar roadway transition, in the context of its dismantling both on the abutment side and on the superstructure side in the roadway construction expediently each two cutouts introduced, wherein the two outer Ausbruch bainitese extend substantially over the thickness of the road surface, while the two inner Ausbruch bainitese to reach below the lower edge of the truss boxes.
  • Such a procedure accelerates the dismantling work and the preparation and implementation of the installation of the new bridging device and thus contributes both to a short overall duration of the renovation work as well as to a minimization of the individual blocking periods.
  • the bridge structure shown in the drawing comprises an abutment 1 and a superstructure 2, between which an expansion joint 3 extends.
  • the abutment 1 comprises a substructure 4 and a road surface 5; and the superstructure 2 comprises a substructure 6 and a road surface 7.
  • the expansion joint 3 between the abutment 1 and the superstructure 2 is initially bridged by means of a bridging device 8 in need of renovation.
  • This is designed as a louver roadway transition; it comprises a plurality of trusses 9, the end both abutment side and superstructure side each received in a truss box 10 and supported.
  • Fig. 1 Like this in Fig. 1 is illustrated, are introduced both abutment side and superstructure side in the, roadway construction in each case two substantially vertical, extending in the longitudinal direction of the gap Ausbruchschnitte.
  • the two inner, relatively close to the ends of the truss boxes 10 Ausbruch bainitese 14 extend to below the lower edge of the truss boxes 10.
  • the two outer cutouts 13 of the road surface 5 and 7 removed.
  • everything is removed or removed, what the installation of the bridging temporary (see. Fig. 2 to 4 ), namely in particular the slats 11, the edge profiles 12 and the trussing boxes 10 covering layers of the substructures 4 and 6 of abutment 1 and superstructure 2.
  • a counter-plate 20 is mounted on the abutment side, likewise by means of screws, which are screwed into threaded sleeves, which were embedded in the substructure 4 and the associated polymer concrete layer 16.
  • the bridging plate 17 spanning the expansion joint and the counterplate 20 mesh with one another in the area of a conventional finger arrangement 21 and together form the bridging temporary.
  • the bridging plate is supported in the region of the finger assembly 21 sliding on the surface of the abutment side polymer concrete layer 16 from. In this condition, the bridge structure is again fully accessible.
  • the further disassembly work is then carried out, in each case at temporarily removed bridging plate 17.
  • the trusses 9 and the truss boxes 10 are removed and the anchor loops of the edge profiles, adjacent reinforcements and the material of the substructures 4 and 6 to the inner Outbreak cuts 14 broken out.
  • the state after these further, successively intermittent dismantling work is in Fig. 3 illustrated.
  • the final phase of construction comprises - after removal of both the bridging plate 17 and the counter-plate 20 - then the assembly of the new lock-up device 23, which is in the illustrated embodiment, a "Tensa Flex" finger joint of the applicant, including installation of the drainage channel and two-sided laying of sealing foils.
  • the assembly and securing position of the two main components of the lock-up device via screws 28 which are screwed into the above-mentioned threaded sleeves 27.
  • the remaining free spaces of the two recesses are filled with a lining supplement 29 made of polymer concrete. Immediately after curing of the lining supplements 29, the bridge structure is fully accessible.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Compounds Of Unknown Constitution (AREA)
  • Traffic Control Systems (AREA)
  • Road Signs Or Road Markings (AREA)
  • Preventing Unauthorised Actuation Of Valves (AREA)

Claims (14)

  1. Procédé de rénovation d'un ouvrage praticable dans la zone d'un joint de dilatation (3) situé entre un aboutement (1) et une superstructure (2) comportant les étapes suivantes :
    - retrait d'une structure existante de voie de circulation dans les zones côté aboutement et côté superstructure adjacentes au dispositif de chevauchement à remplacer, en formant dans l'aboutement (1) et dans la superstructure (2) des évidements situés plus bas que la surface de la voie de circulation, au moins un premier des évidements présentant une surface s'étendant sensiblement à la parallèle de la surface associée de la voie de circulation ;
    - démontage d'au moins les composants formant la surface praticable du dispositif de chevauchement (8) à remplacer ;
    - montage amovible non destructeur d'un système de chevauchement provisoire, comprenant une plaque de chevauchement (17) recouvrant le joint de dilatation (3) et une contre-plaque (20) s'engrenant dans cette dernière dans la zone d'un assemblage de doigts (21) et raccordant la surface de ce dernier sensiblement sans interstice, sans crevasse et sans angle sur les surfaces des voies de circulation de l'aboutement (1) et de la superstructure (2) dans le voisinage de l'évidement concerné, la plaque de chevauchement (17) s'appuyant dans la zone de l'assemblage de doigts (21) sur le fond du premier évidement ;
    - si besoin est, retrait répété de la plaque de chevauchement (17) pour la réalisation par étapes du démontage complet du dispositif de chevauchement à remplacer (8) sur un niveau en dessous de la surface de la voie de circulation, ainsi que le cas échéant d'ouvrages de préparation pour le montage d'un nouveau dispositif de chevauchement permanent (23) et chaque fois remontage consécutif de la plaque de chevauchement (17) ;
    - retrait du dispositif provisoire de chevauchement et montage d'un dispositif de chevauchement permanent (23).
  2. Procédé selon la revendication 1,
    caractérisé en ce que,
    en ce qu'on ménage d'abord un évidement grossier réalisé à plus grande profondeur que l'épaisseur de l'assemblage de doigts (21) du dispositif provisoire de chevauchement, en appliquant ensuite sur la surface de l'évidement grossier une couche (15, 16) de béton polymère, de mortier de scellement ou similaire, sur la surface duquel la plaque de chevauchement (17) s'appuie en coulissant dans la zone de l'assemblage de doigts (21).
  3. Procédé selon la revendication 2,
    caractérisé en ce que,
    la profondeur des évidements grossiers correspond à l'épaisseur des revêtements adjacents de la voie de circulation.
  4. Procédé selon l'une quelconque des revendications 1 à 3,
    caractérisé en ce que
    les composants du dispositif provisoire de chevauchement sont boulonnés sur l'aboutement (1) respectivement sur la superstructure (2).
  5. Procédé selon l'une quelconque des revendications 1 à 4,
    caractérisé en ce que,
    on procède à un blocage supplémentaire par complémentarité de forme des composants du dispositif de chevauchement par rapport à l'aboutement (1), respectivement à la superstructure (2).
  6. Procédé selon l'une quelconque des revendications 1 à 5,
    caractérisé en ce que,
    le dispositif provisoire de chevauchement consiste dans des segments de tronçons disposés côte à côte en direction longitudinale du joint de dilatation (3).
  7. Procédé selon l'une quelconque des revendications 1 à 6,
    caractérisé en ce que,
    le dispositif provisoire de chevauchement est réalisé en version asymétrique et consiste uniquement dans une plaque de chevauchement (17) et dans une contre-plaque (20) morcelées le cas échéant en direction longitudinale du joint.
  8. Procédé selon l'une quelconque des revendications 1 à 7,
    caractérisé en ce que,
    la plaque de chevauchement (17) est sécurisée contre un soulèvement au moyen d'un dispositif tendeur.
  9. Procédé selon la revendication 8,
    caractérisé en ce que,
    le dispositif tendeur s'engage dans le joint de dilatation (3) sur l'aboutement (1) ou sur la superstructure (2).
  10. Procédé selon l'une quelconque des revendications 1 à 9,
    caractérisé en ce que,
    après le montage du dispositif de chevauchement permanent (23), on coule latéralement de ce dernier des zones adjacentes du revêtement de la voie de circulation (7) en béton polymère (26).
  11. Procédé selon la revendication 10,
    caractérisé en ce que,
    lors du coulage des zones de revêtement de la voie de circulation en béton polymère (26) on coule des tronçons de retenue des composants du dispositif de chevauchement permanent (23).
  12. Procédé selon l'une quelconque des revendications 1 à 11,
    caractérisé en ce que,
    en tant que dispositif de chevauchement (8) à remplacer, on démonte un passage de voie de circulation en lamelles, en introduisant aussi bien côté aboutement que côté superstructure dans la structure de la voie de circulation chaque fois deux sections de percement (13, 14), les deux sections de percement extérieures (13) s'étendant sensiblement dans la profondeur sur l'épaisseur du revêtement de la voie de circulation (5), alors que les deux sections de percement intérieures (14) arrivent jusqu'en dessous de l'arête inférieur des caissons de traverses (10).
  13. Procédé selon l'une quelconque des revendications 1 à 12,
    caractérisé en ce que,
    on monte en tant que nouveau dispositif de chevauchement un passage de voie de circulation rapidement déplaçable.
  14. Procédé selon l'une quelconque des revendications 1 à 13,
    caractérisé en ce que,
    les temps de blocage lorsque la plaque de chevauchement (17) est démontée se limitent aux périodes nocturnes ou de week-end à faible circulation.
EP06806083A 2005-10-12 2006-10-06 Procede pour renover un edifice carrossable Not-in-force EP1934401B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL06806083T PL1934401T3 (pl) 2005-10-12 2006-10-06 Sposób naprawy przejezdnej budowli
EP06806083A EP1934401B1 (fr) 2005-10-12 2006-10-06 Procede pour renover un edifice carrossable

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP05022200A EP1775383A1 (fr) 2005-10-12 2005-10-12 Méthode pour la rénovation d'une structure apte à la circulation
PCT/EP2006/009675 WO2007042213A1 (fr) 2005-10-12 2006-10-06 Procede pour renover un edifice praticable
EP06806083A EP1934401B1 (fr) 2005-10-12 2006-10-06 Procede pour renover un edifice carrossable

Publications (2)

Publication Number Publication Date
EP1934401A1 EP1934401A1 (fr) 2008-06-25
EP1934401B1 true EP1934401B1 (fr) 2009-02-04

Family

ID=36263849

Family Applications (2)

Application Number Title Priority Date Filing Date
EP05022200A Withdrawn EP1775383A1 (fr) 2005-10-12 2005-10-12 Méthode pour la rénovation d'une structure apte à la circulation
EP06806083A Not-in-force EP1934401B1 (fr) 2005-10-12 2006-10-06 Procede pour renover un edifice carrossable

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP05022200A Withdrawn EP1775383A1 (fr) 2005-10-12 2005-10-12 Méthode pour la rénovation d'une structure apte à la circulation

Country Status (6)

Country Link
US (1) US7744307B2 (fr)
EP (2) EP1775383A1 (fr)
AT (1) ATE422222T1 (fr)
DE (1) DE502006002782D1 (fr)
PL (1) PL1934401T3 (fr)
WO (1) WO2007042213A1 (fr)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007025159B4 (de) * 2007-05-29 2023-10-26 Maurer Söhne Gmbh & Co. Kg Verfahren zum Auswechseln von Fahrbahnübergängen, Traversenkastendeckel und Verwendung eines Traversenkastendeckels
NL1033956C2 (nl) 2007-06-08 2008-12-15 Ballast Nedam Infra B V Werkwijze voor het aanbrengen/verwijderen van een voeg in een uitsparing tussen delen van een wegdek en een inrichting voor het daarbij afdekken.
US8950154B1 (en) * 2011-06-21 2015-02-10 Scott William Casey SR thermal break device and method of use
US8826481B1 (en) 2011-10-27 2014-09-09 Versaflex, Inc. Waterproof expansion joint
US8499394B1 (en) 2011-10-27 2013-08-06 Versaflex, Inc. Waterproof expansion joint
CN104746439A (zh) * 2015-01-26 2015-07-01 上海颖川加固工程技术有限公司 一种桥梁伸缩缝槽口破损快速修复方法
DE102020210009B3 (de) 2020-08-06 2022-02-03 Maurer Engineering Gmbh Fahrbahnübergangskonstruktion, modulares System zur Überbrückung einer Bauwerksfuge, Verfahren zur Montage einer Fahrbahnübergangskonstruktion und Verfahren zum Öffnen einer Solchen
CN112942005B (zh) * 2021-02-01 2022-09-30 杭州傲翔控股有限公司 一种装配式伸缩缝结构的纤维混凝土路面板
DE102021204003A1 (de) * 2021-04-21 2022-10-27 Maurer Engineering Gmbh Verfahren zum Austausch einer Übergangskonstruktion, Übergangskonstruktion zur Überbrückung einer in einem Bauwerk befindlichen Bauwerksfuge und Bauwerk mit einer Übergangskonstruktion
CN114561868A (zh) * 2022-03-01 2022-05-31 江西省交通设计研究院有限责任公司 一种临时、永久通车使用的梳齿板伸缩装置及其施工工艺
CN114753244B (zh) * 2022-03-25 2024-01-26 江苏平山交通设施有限公司 一种临时转永久分体节段装配式模数伸缩装置
CN114941267B (zh) * 2022-06-16 2024-01-30 中天建设集团第六建设有限公司 一种地面变形缝连接构造结构
CN223838046U (zh) * 2025-01-03 2026-01-27 吴兆圣 一种地下连续墙的幅间接缝防水构造

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3367074A (en) * 1964-03-17 1968-02-06 Vanich Francesco Method for erecting prefabricated bridges of concrete, and bridge erected by said method
US3981601A (en) * 1973-05-17 1976-09-21 Motonosuke Arai Expansion joint and method of installing the same
JPS5136735A (en) * 1974-09-25 1976-03-27 Kensuke Asakura Kyoryosetsuzokubu no kisokozo
US4145153A (en) * 1978-03-22 1979-03-20 The Port Authority Of New York And New Jersey Method of replacing a roadway
US4793162A (en) * 1986-08-07 1988-12-27 Spt, Inc. Method for repairing failed waterstops and products relating to same
US4784516A (en) * 1988-02-10 1988-11-15 Harco Research, Inc. Traffic bearing expansion joint cover and method of preparing same
GB2282837B (en) * 1993-10-18 1996-11-06 Chen Kuo Chung An assembled structure of road foundation and supports for elevated road and a method for rapidly assembling the structure
US6039503A (en) * 1998-01-29 2000-03-21 Silicone Specialties, Inc. Expansion joint system
WO2001088310A1 (fr) * 2000-05-15 2001-11-22 Kensuke Asakura Procede et dispositif permettant d'enlever une partie d'une structure de beton
US6751918B2 (en) * 2000-08-30 2004-06-22 Constuction Research & Technology Gmbh Cover assembly for structural members
US6676330B2 (en) * 2000-11-30 2004-01-13 Anna Stamm Method of erecting elevated roadways above existing roadways with minimal disruption of traffic
DE10108907C2 (de) * 2001-02-23 2003-07-17 Maurer Friedrich Soehne Einprofilige Überbrückungsvorrichtung und Verfahren zur Sanierung einer solchen
US7207743B2 (en) * 2002-05-28 2007-04-24 Polivka Parking Solutions Llc Method and apparatus for constructing an automotive vehicle parking lot
CH696402A5 (de) * 2003-04-16 2007-05-31 Hebag Ag Wasserdichte Dehnfugenkonstruktion.
US20050141961A1 (en) * 2003-12-29 2005-06-30 Steffes Robert F. Method and apparatus for forming longitudinal joints in concrete
US20060034652A1 (en) * 2004-08-13 2006-02-16 Sanders Mark E Temporary driveway
US7144190B1 (en) * 2005-06-29 2006-12-05 Saint-Goban Technical Fabrics Canada, Ltd Road surfacing material over roadway joints, method of manufacturing, and method using the same

Also Published As

Publication number Publication date
US20080247822A1 (en) 2008-10-09
US7744307B2 (en) 2010-06-29
EP1934401A1 (fr) 2008-06-25
PL1934401T3 (pl) 2009-07-31
WO2007042213A1 (fr) 2007-04-19
ATE422222T1 (de) 2009-02-15
DE502006002782D1 (de) 2009-03-19
EP1775383A1 (fr) 2007-04-18

Similar Documents

Publication Publication Date Title
EP1934401B1 (fr) Procede pour renover un edifice carrossable
EP3521557A1 (fr) Cadre multifonction pour constructions tubulaires
DE10138803A1 (de) Verfahren zum kontinuierlichen Lagern einer Schiene auf einer festen Fahrbahn sowie Justiereinrichtung und feste Fahrbahn
WO1998015691A1 (fr) Ensemble de construction modulaire pour quai de gare
EP0663470A1 (fr) Superstructure de voie ferrée
EP1882777B1 (fr) Procédé pour fabriquer une voie ferrée sans ballast
DE10004194C2 (de) Verfahren zur Fertigung einer festen Schienenfahrbahn auf einer Brücke
EP2959060B1 (fr) Joint de chaussée
WO2003104562A1 (fr) Element beton prefabrique et procede
DE10236535B4 (de) Verfahren zur Herstellung einer Festen Fahrbahn mit der Traversenmethode auf Brücken und anderen Kunstbauwerken
DE4325476A1 (de) Verfahren zur Herstellung eines Unterbaus für ein Gleis für Schienenfahrzeuge
EP1061176A1 (fr) Procédé d'égalisation des déplacements verticaux d'éléments de structure de voie d'une voie ferrée fixe
DE19952803C2 (de) Oberbau für schienengebundene Fahrzeuge des öffentlichen Nahverkehrs sowie Verfahren und Vorrichtung zu seiner Herstellung
DE3726216A1 (de) Fertigboden aus beton-platten, insbesondere aus ortbeton-platten bestehender industrieboden und verfahren zu dessen herstellung
DE2827743A1 (de) Einfassung fuer weg- und strassenraender sowie verfahren zur herstellung der einfassung
DE102007025159B4 (de) Verfahren zum Auswechseln von Fahrbahnübergängen, Traversenkastendeckel und Verwendung eines Traversenkastendeckels
DE20219324U1 (de) Gebäudegeschoss
EP0166719A2 (fr) Joint d'étanchéité profilé
DE10132649C1 (de) Verfahren zur Herstellung von einen Tunnel verlängernden Tunnelabschnitten oder eines Tunnels in offener Bauweise
DE102020210009B3 (de) Fahrbahnübergangskonstruktion, modulares System zur Überbrückung einer Bauwerksfuge, Verfahren zur Montage einer Fahrbahnübergangskonstruktion und Verfahren zum Öffnen einer Solchen
DE202013100857U1 (de) Bahnsteigaufhöhungs- und Sanierungssystem
DE102010045454A1 (de) Brückenüberbau mit externer Bewehrung
EP1457609B1 (fr) Plancher pour un bâtiment
DE4428163C1 (de) Verfahren zur Herstellung einer festen Fahrbahn für schienengebundenen Verkehr im Weichenbereich
CH382208A (de) Verfahren zur Herstellung von Verkehrswegbauwerken

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: 20080327

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

RIN1 Information on inventor provided before grant (corrected)

Inventor name: LAICH, ERNST-PETER

Inventor name: MOOR, GIANNI

Inventor name: SCHIEBELBEIN, EDUARD

Inventor name: URICH, BERND

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: NV

Representative=s name: ISLER & PEDRAZZINI AG

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: 502006002782

Country of ref document: DE

Date of ref document: 20090319

Kind code of ref document: P

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

Effective date: 20090204

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: 20090204

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: 20090204

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: 20090515

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

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

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: 20090204

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: 20090604

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: 20090504

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: 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: 20090204

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: 20090706

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: 20090204

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: 20090204

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: 20090204

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

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: 20090204

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: 20090204

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: 20091105

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: 20090504

BERE Be: lapsed

Owner name: MAGEBA S.A.

Effective date: 20091031

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: 20091031

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20100630

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: BE

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

Effective date: 20091031

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: 20090505

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: 20090204

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: 20091006

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

Effective date: 20101006

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: 20090805

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: 20090204

Ref country code: GB

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

Effective date: 20101006

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: 20090204

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

Ref country code: PL

Payment date: 20120928

Year of fee payment: 7

REG Reference to a national code

Ref country code: PL

Ref legal event code: LAPE

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

Ref country code: PL

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

Effective date: 20131006

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

Ref country code: NL

Payment date: 20161124

Year of fee payment: 11

Ref country code: CH

Payment date: 20161124

Year of fee payment: 11

Ref country code: DE

Payment date: 20161031

Year of fee payment: 11

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

Ref country code: AT

Payment date: 20161122

Year of fee payment: 11

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502006002782

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20171101

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 422222

Country of ref document: AT

Kind code of ref document: T

Effective date: 20171006

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

Ref country code: CH

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

Effective date: 20171031

Ref country code: DE

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

Effective date: 20180501

Ref country code: NL

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

Effective date: 20171101

Ref country code: LI

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

Effective date: 20171031

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: 20171006