EP1763613B1 - Dispositif de pontage - Google Patents

Dispositif de pontage Download PDF

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Publication number
EP1763613B1
EP1763613B1 EP05760037A EP05760037A EP1763613B1 EP 1763613 B1 EP1763613 B1 EP 1763613B1 EP 05760037 A EP05760037 A EP 05760037A EP 05760037 A EP05760037 A EP 05760037A EP 1763613 B1 EP1763613 B1 EP 1763613B1
Authority
EP
European Patent Office
Prior art keywords
structure according
superstructure
profiles
width
profile
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.)
Active
Application number
EP05760037A
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German (de)
English (en)
Other versions
EP1763613A2 (fr
Inventor
Gianni Moor
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 PL05760037T priority Critical patent/PL1763613T3/pl
Priority to EP05760037A priority patent/EP1763613B1/fr
Publication of EP1763613A2 publication Critical patent/EP1763613A2/fr
Application granted granted Critical
Publication of EP1763613B1 publication Critical patent/EP1763613B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints

Definitions

  • the present invention relates to a driveable structure, comprising a superstructure, an abutment and a bridging device for an expansion joint arranged between the abutment and the superstructure, wherein the abutment and the superstructure adjacent to the expansion joint have recesses which are filled with polymer concrete in the respective a flat, strip-shaped holding portion of a metallic edge profile is embedded, and extending between the two edge profiles an elastic sealing profile, which is sealingly connected to the two edge profiles.
  • LU 82 203 A1 describes a building with the features of the preamble of claim 1.
  • Bridging devices as used in particular on road bridges to compensate for the thermal expansion caused changes in the length of the superstructure, are known in different designs and in use. Differences are in particular bridging devices with lamellae, which are arranged within the joint gap between and parallel to the joint edges and are supported on the expansion joint bridging trusses, on the one hand and lamellar bridging devices on the other. Bridging devices with slats are particularly suitable for bridging expansion joints with a comparatively large working range (difference between maximum and minimum joint width). However, they are relatively expensive to produce, require a large installation space, and the installation is complicated and time-consuming.
  • Bridging devices without lamellae, in which both the manufacture and the installation with less effort are connected.
  • edge profiles are not mechanically anchored directly to the support structure of the superstructure or the abutment (ie in the case of execution of abutment and superstructure with a substructure and a road surface applied to the substructure) but instead Rather, they are anchored via their flat, strip-shaped holding sections in which the recesses of the abutment or superstructure filling polymer concrete.
  • edge profiles By “embedding" the - generally arranged in a substantially horizontal plane - holding sections of the edge profiles in the polymer concrete is to be understood that the holding sections dive into the polymer concrete at least a predominant proportion, so that at least above and below the holding sections polymer concrete is provided ,
  • this anchoring of the edge profiles on their embedded in the polymer concrete holding sections does not exclude that the edge profiles in addition may also be selectively mechanically supported directly on the respective support structure, which represent by means of appropriate mounting supports, but which do not represent the forces eroding anchoring, set the installation position of the edge profiles.
  • a disadvantage of known bridging devices of the generic type, however, is that their use because otherwise Inadmissible high stress on applications with a maximum working range of about 80mm is limited.
  • Object of the present invention is to provide a characterized by a particularly low manufacturing and assembly costs bridging device of the generic type, with the expansion joints can bridge with a larger work area, as is possible with conventional bridging devices of the generic type.
  • bridging devices according to the invention can also be used on structures in which the working range of the expansion joint is up to 100 mm or even more. This opens up, as explained, in many respects extremely attractive bridging device of the type specified recognizable entirely new applications.
  • the present invention also with regard to the conversion of existing structures with replacement of conventional bridging devices of any type by those of the present invention.
  • the bridging device according to the invention with a minimum installation space in height manages, so that typically - in the case of execution of abutment and superstructure with a substructure (in particular of structural concrete) and a road surface applied thereon (especially asphalt) - The thickness of the road surface for housing the Studentsbrükkungsvorraum sufficient.
  • the recess to be filled with polymer concrete generally does not have to extend into the substructure but can be limited to the height of the road surface.
  • edge profiles of the Studentsbrükkungsvorraum not mechanically anchored directly in the support structure of abutment and superstructure, but their (load-removing) position assurance in the installed state by anchoring the strip-shaped holding sections of the edge profiles in the polymer concrete which fills the recesses in the areas of abutment and superstructure adjoining the expansion joint.
  • a between the underside of the edge profile and the abutment or the superstructure extending below the recess, in particular attached to the edge profile Abschalblech, which limits the space to be filled with polymer concrete to the joint, in this sense just as little as a (load-bearing) anchoring of the corresponding edge profile on the support structure is to be understood as an additional selective support of the edge profiles of the respective support structure to hold the edge profiles during assembly of the lock-up device in its installed position (see above).
  • such mounting supports are expediently yielding;
  • said mounting supports may comprise spring elements.
  • the width of the recesses of the road surface between 2.4 times and 4.0 times the value of the working range of the expansion joint, particularly preferably between the 2 , 8 times and 3.3 times the working range of the expansion joint.
  • the holding sections of the edge profiles having polymer concrete filled openings.
  • the area of those breakthroughs is preferably in each case at least 120 cm 2 , particularly preferably at least 180 cm 2 .
  • the polymer concrete during installation of the bridging device according to the invention can be filled easily and reliably in the lying below the respective holding portion portion of the recess.
  • a preferred development of the invention is characterized in that the width of the edge profiles together with their holding sections more than 0.8 times the value of the width of the recesses, more preferably more than 0.85 times the value of the width of the recesses is.
  • the total area of the apertures of each holding portion is between 0.8 times and 2.0 times Value of the area (length x width) of the expansion joint at its mean width.
  • the shape of the apertures is not severely limited, it is still particularly advantageous if the apertures are substantially rectangular and their lengthwise extension is between 1.4 times and 3.0 times the width of each other two remaining adjacent openings breakthroughs is. This in turn also contributes to particularly favorable conditions when installing the bridging device according to the invention as well as during its use.
  • a rectangular shape of the openings is not mandatory. Rather, they can also be circular, oval, elliptical or otherwise executed.
  • the tooth profiles are screwed to the edge profiles. This proves to be favorable in particular with regard to a quick mounting of the bridging device. Because on those threaded holes of the edge profiles, in which later the attachment of the tooth profiles serving screws are screwed, can first be bolted spreaders with the edge profiles, which on the road surfaces of the superstructure and the abutment are placed outside of the recesses in order to keep the edge profiles in their installed position and to level. After setting the polymer concrete, the screws are loosened, the transfer spreaders removed and the tooth profiles screwed to the edge profiles.
  • the present invention allows for considerable freedom of design.
  • sinusoidal tooth profiles and zigzag-shaped tooth profiles with more or less rounded tips are possible.
  • the respective tips of the teeth can be slightly bevelled.
  • the tooth height is adapted to the working area of the expansion joints.
  • edge profiles used in the context of the present invention can be made in one piece. Most preferably, however, they are joined together from several parts, in particular by each of the edge profiles comprises a fastening strip which is welded to a base strip comprising the holding portion and to which the associated tooth profile is attached. This development is particularly advantageous with regard to the production costs for the edge profiles.
  • the sealing profile is designed as a bumped hollow profile, wherein the bump extends into the space bounded laterally by the two fastening strips and above by the two tooth profiles.
  • a sealing profile (see. DE 29907832 U1 ) contributes in particular to the possible by the present invention large working area of the lock-up device bill. It also prevents the accumulation of excessive amounts of dirt in the area above the seal.
  • a corresponding embodiment of the sealing profile is in the same way favorable for one-piece edge profiles.
  • a H is provided in the region of the transition from the abutment or superstructure to the polymer concrete in the region of the road surface.
  • this H seals the transition from the road surface to the polymer concrete.
  • the bridging device 1 shown in the drawing serves to bridge an expansion joint 2, as provided in a navigable structure such as in particular a bridge between an abutment 3 and a superstructure 4.
  • the abutment 3 comprises a structural concrete existing substructure 5 and a applied thereon, about 100mm thick road surface 6 asphalt, with a waterproof insulation 7 is disposed between the substructure 5 and the road surface 6.
  • the superstructure 4 is executed.
  • Adjacent to the expansion joint 2 of the road surface 6 is recessed both on the abutment 3 and on the superstructure 4, on a width of about 300mm.
  • the insulation 7 is largely removed in the region of the recesses 8; a narrow edge region 9 of the insulation 7 is, however, left standing in the region of the recess 8 in order to provide a connection of the insulation 7 to the polymer concrete 10, with which the recesses 8 are filled and whose surface 11 is flush with the surface 12 of the adjacent road surface 6.
  • the exposed surface of the structural concrete is dry and sandblasted prior to casting the polymer concrete 10.
  • the areas to be filled with the polymer concrete (for example "Roboflex Plus" from Mageba S.A., CH-Bülach) are delimited in each case by a scraping plate 13 attached to the expansion joint 2, which is attached to the corresponding edge profile 14.
  • each a strip-shaped holding portion 16 of a metallic edge profile 14 is embedded, which is composed of two strips welded together, namely a holding portion 16 comprehensive base strip 17 and a welded thereto fastening bar 18.
  • the fastening strips have threaded holes 19, are screwed into the fastening screws 20, which the Attaching a respective toothed profile 21 serve on the associated edge profile 14.
  • the surfaces 22 of the tooth profiles 21 terminate with the surfaces 11 and 12 of the polymer concrete 10 and the associated roadway covering 6.
  • the tooth height is about 100mm, resulting in a working range of the lock-up device 1 of about 100mm.
  • the sealing profile 27 is designed as a bump-shaped hollow profile, wherein the bump 30 extends into the space laterally delimited by the two fastening strips 18 and above by the two tooth profiles 21.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Seal Device For Vehicle (AREA)
  • Window Of Vehicle (AREA)

Claims (17)

  1. Ouvrage mobile comprenant une superstructure, une culée de pont et un dispositif d'enjambement (1) pour un joint de dilatation (2) placé entre la culée de pont (3) et la superstructure (4), la culée de pont et la superstructure présentant des évidements (8) adjacents au joint de dilatation, remplis de béton polymère (10) dans lequel une section d'arrêt (16) d'un rebord profilé métallique (14) est respectivement enchâssée, et un profilé d'étanchéité élastique (27) s'étendant entre les deux rebords profilés, lequel est raccordé de manière étanche aux deux rebords profilés, caractérisé en ce qu'une denture profilée (21) est raccordée sur le côté supérieur de chaque rebord profilé (14), dont la surface (22) s'arrête essentiellement avec la surface (11, 12) du béton polymère (10) et du revêtement de la chaussée et dont les dents s'engrènent avec les dents de l'autre denture profilée respective.
  2. Ouvrage selon la revendication 1, caractérisé en ce que la zone de travail est supérieure à 80 mm.
  3. Ouvrage selon la revendication 2, caractérisé en ce que la zone de travail est supérieure à 100 mm.
  4. Ouvrage selon l'une des revendications 1 à 3, caractérisé en ce que la largeur des évidements (8) du revêtement de la chaussée (6) fait entre 2,4 fois et 4 fois la valeur de la zone de travail du joint de dilatation (2).
  5. Ouvrage selon l'une des revendications 1 à 4, caractérisé en ce que la largeur des évidements (8) du revêtement de la chaussée (6) fait entre 2,8 fois et 3,3 fois la valeur de la zone de travail du joint de dilatation (2).
  6. Ouvrage selon l'une des revendications 1 à 5, caractérisé en ce que les sections d'arrêt (16) des rebords profilés (14) présentent des percées (25) remplies de béton polymère (10).
  7. Ouvrage selon la revendication 6, caractérisé en ce que l'aire des percées (25) est respectivement de 80 cm2, de préférence au moins de 120 cm2 respectivement.
  8. Ouvrage selon la revendication 6 ou 7, caractérisé en ce que l'aire totale des percées (25) de chaque section d'arrêt (16) est entre 0,8 fois et 2 fois la valeur de l'aire du joint de dilatation (2) dans sa largeur moyenne.
  9. Ouvrage selon l'une des revendications 4 à 8, caractérisé en ce que les percées sont essentiellement rectangulaires et que leur prolongement dans la direction longitudinale du joint fait entre 1,4 fois et 3 fois la valeur de la largeur des branches (26) restées entre deux percées respectives adjacentes l'une à l'autre.
  10. Ouvrage selon l'une des revendications 1 à 8, caractérisé en ce que la largeur des rebords profilés (14) avec leurs sections d'arrêt (16) est supérieure à 0,8 fois la valeur de la largeur des évidements (8).
  11. Ouvrage selon la revendication 10, caractérisé en ce que la largeur des rebords profilés (14) avec leurs sections d'arrêt (16) est supérieure à 0,85 fois la valeur de la largeur des évidements (8).
  12. Ouvrage selon l'une des revendications 1 à 11, caractérisé en ce que chaque rebord profilé (14) comprend une barre de fixation (18) qui est soudée à une barre de base (17) contenant la section d'arrêt (16) et sur laquelle la denture profilée (21) correspondante est fixée.
  13. Ouvrage selon la revendication 12, caractérisé en ce que les dentures profilées (21) sont vissées aux les barres de fixation (18).
  14. Ouvrage selon la revendication 12 ou 13, caractérisé en ce que le profilé d'étanchéité (27) est un profilé creux protubérant, la protubérance (30) s'étendant dans l'espace délimité latéralement par les deux barres de fixation (18) et au-dessus par les deux dentures profilées (21).
  15. Ouvrage selon l'une des revendications 1 à 14, caractérisé en ce que les rebords profilés (14) ne sont pas ancrés directement sur la construction porteuse (5) de la culée de pont respectivement de la superstructure.
  16. Ouvrage selon l'une des revendications 1 à 14, caractérisé en ce que les rebords profilés (14) sont ancrés ponctuellement sur la construction porteuse (5) de la culée de pont respectivement de la superstructure.
  17. Ouvrage selon l'une des revendications 1 à 16, caractérisé en ce qu'au niveau du passage de la culée de pont respectivement de la superstructure au béton polymère (10) au niveau de la surface de la chaussée, un joint coulé à chaud respectif est prévu.
EP05760037A 2004-07-07 2005-07-06 Dispositif de pontage Active EP1763613B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL05760037T PL1763613T3 (pl) 2004-07-07 2005-07-06 Urządzenie dylatacyjne
EP05760037A EP1763613B1 (fr) 2004-07-07 2005-07-06 Dispositif de pontage

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP04015930A EP1614808A1 (fr) 2004-07-07 2004-07-07 Dispositif de recouvrement pour joint d'expansion
PCT/EP2005/007280 WO2006002992A2 (fr) 2004-07-07 2005-07-06 Dispositif de pontage
EP05760037A EP1763613B1 (fr) 2004-07-07 2005-07-06 Dispositif de pontage

Publications (2)

Publication Number Publication Date
EP1763613A2 EP1763613A2 (fr) 2007-03-21
EP1763613B1 true EP1763613B1 (fr) 2009-09-09

Family

ID=34925646

Family Applications (2)

Application Number Title Priority Date Filing Date
EP04015930A Withdrawn EP1614808A1 (fr) 2004-07-07 2004-07-07 Dispositif de recouvrement pour joint d'expansion
EP05760037A Active EP1763613B1 (fr) 2004-07-07 2005-07-06 Dispositif de pontage

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP04015930A Withdrawn EP1614808A1 (fr) 2004-07-07 2004-07-07 Dispositif de recouvrement pour joint d'expansion

Country Status (10)

Country Link
US (1) US20070199267A1 (fr)
EP (2) EP1614808A1 (fr)
JP (1) JP2008505268A (fr)
KR (1) KR101228655B1 (fr)
CN (1) CN101023221B (fr)
AT (1) ATE442484T1 (fr)
DE (1) DE502005008111D1 (fr)
PL (1) PL1763613T3 (fr)
RU (1) RU2379410C2 (fr)
WO (1) WO2006002992A2 (fr)

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CN109778687A (zh) * 2017-11-14 2019-05-21 长沙理工大学 一种装配组合可更换模数式伸缩装置及其制备工艺

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KR101795337B1 (ko) * 2017-01-25 2017-11-08 주식회사 케이이테크 걸침판부를 가지는 핑거 조인트
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CN109987309B (zh) * 2019-05-06 2021-06-25 义乌市君胜科技有限公司 建筑物料的预储备装置
CN110409755B (zh) * 2019-07-25 2020-09-08 中泰建工(北京)建筑工程有限公司 一种建筑装修地面防水结构
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CN115341469B (zh) * 2022-01-27 2024-06-28 浙江理工大学 一种可调节临时连接件
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JP2003064612A (ja) * 2001-08-23 2003-03-05 Yokohama Rubber Co Ltd:The 道路用伸縮継手装置
BE1014719A3 (fr) * 2002-03-21 2004-03-02 Travaux Galere S A Soc D Joint de dilatation en aluminium coule a la resine.
KR20030077142A (ko) * 2002-03-25 2003-10-01 박대원 교량용 신축이음 장치
FR2841266B1 (fr) * 2002-06-21 2004-08-13 Baudin Chateauneuf Sa Joint de dilatation a porte a faux et a dents sous chaussee pour ponts
JP2004084463A (ja) * 2002-06-24 2004-03-18 Tokai Rubber Ind Ltd 伸縮継手装置
JP2004143845A (ja) * 2002-10-25 2004-05-20 Kyoryo Maintenance:Kk 橋梁の伸縮装置

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CN109778687A (zh) * 2017-11-14 2019-05-21 长沙理工大学 一种装配组合可更换模数式伸缩装置及其制备工艺

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RU2006146012A (ru) 2008-08-20
PL1763613T3 (pl) 2010-02-26
RU2379410C2 (ru) 2010-01-20
DE502005008111D1 (de) 2009-10-22
KR101228655B1 (ko) 2013-01-31
WO2006002992A2 (fr) 2006-01-12
WO2006002992A3 (fr) 2006-07-27
ATE442484T1 (de) 2009-09-15
KR20070045212A (ko) 2007-05-02
US20070199267A1 (en) 2007-08-30
JP2008505268A (ja) 2008-02-21
EP1614808A1 (fr) 2006-01-11
EP1763613A2 (fr) 2007-03-21
CN101023221B (zh) 2011-02-09
CN101023221A (zh) 2007-08-22

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