EP1934401A1 - Procede pour renover un edifice praticable - Google Patents

Procede pour renover un edifice praticable

Info

Publication number
EP1934401A1
EP1934401A1 EP06806083A EP06806083A EP1934401A1 EP 1934401 A1 EP1934401 A1 EP 1934401A1 EP 06806083 A EP06806083 A EP 06806083A EP 06806083 A EP06806083 A EP 06806083A EP 1934401 A1 EP1934401 A1 EP 1934401A1
Authority
EP
European Patent Office
Prior art keywords
bridging
plate
temporary
superstructure
abutment
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
EP06806083A
Other languages
German (de)
English (en)
Other versions
EP1934401B1 (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 SA
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

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 bridging temporary is designed asymmetrically and consists only of, if necessary. Pieces in the joint longitudinal direction, a bridging kung plate and a counter-plate. The bridging plate and the counterplate mesh with each other in the area of a finger arrangement. This allows a particularly simple structural design of the temporary bridging proviso in favorable static conditions, wherein in addition to the exposure of the installation space of the bridging device for performing remedial work and re-closing that installation space is associated with a particularly low cost.
  • Fig. 3 is a vertical section according to the figures 1 and
  • Fig. 5 is a vertical section according to the figures 1 to
  • 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. In doing so, the over- bridging plate 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 intermittently carried out disassembly work is illustrated in Fig. 3.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Mechanical Engineering (AREA)
  • Electrochemistry (AREA)
  • Chemical & Material Sciences (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Preventing Unauthorised Actuation Of Valves (AREA)
  • Traffic Control Systems (AREA)
  • Road Signs Or Road Markings (AREA)
  • Compounds Of Unknown Constitution (AREA)
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 true EP1934401A1 (fr) 2008-06-25
EP1934401B1 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 (11)

* 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
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

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

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2007042213A1 *

Also Published As

Publication number Publication date
ATE422222T1 (de) 2009-02-15
US7744307B2 (en) 2010-06-29
EP1775383A1 (fr) 2007-04-18
WO2007042213A1 (fr) 2007-04-19
US20080247822A1 (en) 2008-10-09
DE502006002782D1 (de) 2009-03-19
EP1934401B1 (fr) 2009-02-04
PL1934401T3 (pl) 2009-07-31

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