EP1775383A1 - Verfahren zur Sanierung eines befahrbaren Bauwerks - Google Patents

Verfahren zur Sanierung eines befahrbaren Bauwerks Download PDF

Info

Publication number
EP1775383A1
EP1775383A1 EP05022200A EP05022200A EP1775383A1 EP 1775383 A1 EP1775383 A1 EP 1775383A1 EP 05022200 A EP05022200 A EP 05022200A EP 05022200 A EP05022200 A EP 05022200A EP 1775383 A1 EP1775383 A1 EP 1775383A1
Authority
EP
European Patent Office
Prior art keywords
bridging
temporary
superstructure
plate
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.)
Withdrawn
Application number
EP05022200A
Other languages
German (de)
English (en)
French (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 EP05022200A priority Critical patent/EP1775383A1/de
Priority to PCT/EP2006/009675 priority patent/WO2007042213A1/de
Priority to US12/089,958 priority patent/US7744307B2/en
Priority to EP06806083A priority patent/EP1934401B1/de
Priority to DE502006002782T priority patent/DE502006002782D1/de
Priority to AT06806083T priority patent/ATE422222T1/de
Priority to PL06806083T priority patent/PL1934401T3/pl
Publication of EP1775383A1 publication Critical patent/EP1775383A1/de
Withdrawn legal-status Critical Current

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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.
  • 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 provides 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 repeated removal and reassembly of the bridging plate within a very short time, 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 be advanced at night so far that a displacement in the extreme case completely in the night or possibly. During a short additional lock period done, 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.
  • 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.
  • Fig. 2 is schematically indicated by the arrow 22, the backup of the bridging plate 17 against lifting by means of a guying device which is anchored in the region of the expansion joint 3 to the substructure 4 of the abutment 1 or the substructure 6 of the superstructure 2.
  • 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.
  • 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.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electrochemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Chemical & Material Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Traffic Control Systems (AREA)
  • Road Signs Or Road Markings (AREA)
  • Compounds Of Unknown Constitution (AREA)
  • Preventing Unauthorised Actuation Of Valves (AREA)
EP05022200A 2005-10-12 2005-10-12 Verfahren zur Sanierung eines befahrbaren Bauwerks Withdrawn EP1775383A1 (de)

Priority Applications (7)

Application Number Priority Date Filing Date Title
EP05022200A EP1775383A1 (de) 2005-10-12 2005-10-12 Verfahren zur Sanierung eines befahrbaren Bauwerks
PCT/EP2006/009675 WO2007042213A1 (de) 2005-10-12 2006-10-06 Verfahren zur sanierung eines befahrbaren bauwerks
US12/089,958 US7744307B2 (en) 2005-10-12 2006-10-06 Method for renovating of a traffic-carrying structure
EP06806083A EP1934401B1 (de) 2005-10-12 2006-10-06 Verfahren zur sanierung eines befahrbaren bauwerks
DE502006002782T DE502006002782D1 (de) 2005-10-12 2006-10-06 Verfahren zur sanierung eines befahrbaren bauwerks
AT06806083T ATE422222T1 (de) 2005-10-12 2006-10-06 Verfahren zur sanierung eines befahrbaren bauwerks
PL06806083T PL1934401T3 (pl) 2005-10-12 2006-10-06 Sposób naprawy przejezdnej budowli

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP05022200A EP1775383A1 (de) 2005-10-12 2005-10-12 Verfahren zur Sanierung eines befahrbaren Bauwerks

Publications (1)

Publication Number Publication Date
EP1775383A1 true EP1775383A1 (de) 2007-04-18

Family

ID=36263849

Family Applications (2)

Application Number Title Priority Date Filing Date
EP05022200A Withdrawn EP1775383A1 (de) 2005-10-12 2005-10-12 Verfahren zur Sanierung eines befahrbaren Bauwerks
EP06806083A Not-in-force EP1934401B1 (de) 2005-10-12 2006-10-06 Verfahren zur sanierung eines befahrbaren bauwerks

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP06806083A Not-in-force EP1934401B1 (de) 2005-10-12 2006-10-06 Verfahren zur sanierung eines befahrbaren bauwerks

Country Status (6)

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

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2000592A1 (en) 2007-06-08 2008-12-10 Ballast Nedam Infra B.V. Method for arranging/removing a joint and device for covering said joint
NL2001628C2 (nl) * 2007-05-29 2011-07-26 Maurer Söhne Gmbh & Co Kg Werkwijze voor het verwisselen van rijbaanovergangen, traversenkastdeksel en toepassing van een traversenkastdeksel.
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
CN112942005A (zh) * 2021-02-01 2021-06-11 徐娟 一种装配式伸缩缝结构的纤维混凝土路面板
CN114753244A (zh) * 2022-03-25 2022-07-15 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
CN114941267A (zh) * 2022-06-16 2022-08-26 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
WO2022223160A1 (en) * 2021-04-21 2022-10-27 Maurer Engineering Gmbh Method of replacing a transition structure, transition structure for bridging a construction joint located in a building, and building with a transition structure

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8950154B1 (en) * 2011-06-21 2015-02-10 Scott William Casey SR thermal break device and method of use
US8499394B1 (en) 2011-10-27 2013-08-06 Versaflex, Inc. Waterproof expansion joint
US8826481B1 (en) 2011-10-27 2014-09-09 Versaflex, Inc. Waterproof expansion joint
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

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US4021638A (en) * 1974-09-25 1977-05-03 Kensuke Asakura Method and apparatus for the destruction of an upper portion of a structure
DE10108907A1 (de) * 2001-02-23 2002-10-02 Maurer Friedrich Soehne Einprofilige Überbrückungsvorrichtung und Verfahren zur Sanierung einer solchen
EP1288394A1 (en) * 2000-05-15 2003-03-05 ASAKURA, Kensuke Method and device for removing part of concrete structure
EP1469128A1 (de) * 2003-04-16 2004-10-20 Hebag AG Wasserdichte Dehnfugenkonstruktion

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Patent Citations (4)

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Publication number Priority date Publication date Assignee Title
US4021638A (en) * 1974-09-25 1977-05-03 Kensuke Asakura Method and apparatus for the destruction of an upper portion of a structure
EP1288394A1 (en) * 2000-05-15 2003-03-05 ASAKURA, Kensuke Method and device for removing part of concrete structure
DE10108907A1 (de) * 2001-02-23 2002-10-02 Maurer Friedrich Soehne Einprofilige Überbrückungsvorrichtung und Verfahren zur Sanierung einer solchen
EP1469128A1 (de) * 2003-04-16 2004-10-20 Hebag AG Wasserdichte Dehnfugenkonstruktion

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2001628C2 (nl) * 2007-05-29 2011-07-26 Maurer Söhne Gmbh & Co Kg Werkwijze voor het verwisselen van rijbaanovergangen, traversenkastdeksel en toepassing van een traversenkastdeksel.
EP2000592A1 (en) 2007-06-08 2008-12-10 Ballast Nedam Infra B.V. Method for arranging/removing a joint and device for covering said joint
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.
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
CN112942005A (zh) * 2021-02-01 2021-06-11 徐娟 一种装配式伸缩缝结构的纤维混凝土路面板
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
WO2022223160A1 (en) * 2021-04-21 2022-10-27 Maurer Engineering Gmbh Method of replacing a transition structure, transition structure for bridging a construction joint located in a building, and building with a transition structure
CN114753244A (zh) * 2022-03-25 2022-07-15 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
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
CN114941267A (zh) * 2022-06-16 2022-08-26 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
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

Also Published As

Publication number Publication date
DE502006002782D1 (de) 2009-03-19
EP1934401B1 (de) 2009-02-04
ATE422222T1 (de) 2009-02-15
EP1934401A1 (de) 2008-06-25
US7744307B2 (en) 2010-06-29
PL1934401T3 (pl) 2009-07-31
US20080247822A1 (en) 2008-10-09
WO2007042213A1 (de) 2007-04-19

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