EP2392732B1 - Système de pontage pour joints de dilatation - Google Patents

Système de pontage pour joints de dilatation Download PDF

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Publication number
EP2392732B1
EP2392732B1 EP11168976.6A EP11168976A EP2392732B1 EP 2392732 B1 EP2392732 B1 EP 2392732B1 EP 11168976 A EP11168976 A EP 11168976A EP 2392732 B1 EP2392732 B1 EP 2392732B1
Authority
EP
European Patent Office
Prior art keywords
roadway
edge strips
edge
layer
transition system
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
EP11168976.6A
Other languages
German (de)
English (en)
Other versions
EP2392732A3 (fr
EP2392732A2 (fr
Inventor
Claus Zarmutek
Dirk Zarmutek
Kim Zarmutek
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.)
CDK Zarmutek GbR
Original Assignee
CDK Zarmutek GbR
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 CDK Zarmutek GbR filed Critical CDK Zarmutek GbR
Priority to PL11168976T priority Critical patent/PL2392732T3/pl
Publication of EP2392732A2 publication Critical patent/EP2392732A2/fr
Publication of EP2392732A3 publication Critical patent/EP2392732A3/fr
Application granted granted Critical
Publication of EP2392732B1 publication Critical patent/EP2392732B1/fr
Not-in-force 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
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06M—COUNTING MECHANISMS; COUNTING OF OBJECTS NOT OTHERWISE PROVIDED FOR
    • G06M11/00—Counting of objects distributed at random, e.g. on a surface

Definitions

  • the present invention relates to a roadway crossing system according to the preamble of claim 1.
  • Roadway systems of the type mentioned above are used, for example, between roadway edges edges of adjacent roadway sections of a bridge structure to compensate for different length extensions or relative movements of the roadway sections to compensate.
  • the to be bridged expansion joints can between an abutment of the bridge structure and an adjacent superstructure of the bridge structure or between adjacent Be formed sections of a multi-lane sections superstructure.
  • the mutually facing, the gap of the expansion joint substantially defining edge strips of the roadway transition system are exposed due to their exposed arrangement in the road surface and the regularly high crossover frequency, which is achieved for example on highway bridges, a high dynamic load. Due to this high load, load-dependent damage occurs, which often necessitates maintenance work, especially in the transition from the edge strips to the surrounding road surface.
  • From the EP 1 614 808 A1 is a roadway system of the type mentioned above, in which the edge strips are embedded in polymer concrete, which is arranged as a support layer on a building substructure made of concrete. Since the polymer concrete, which is directly adjacent to the edge strips, is much more resistant to pressure and deformation than the road surface adjacent to the polymer concrete, the transition between the polymer concrete surface and the edge strip occurs not to the above-described lowering of the road surface, which leads to a swell-like projection of the skirting, but between the pavement and the adjacent polymer concrete again a material transition between two materials created that have highly different deformation properties, with the result that it is due to the essential deformation-softer training of the road surface in the transition from the road surface to the polymer concrete to a roadway lowering comes, which leads to a threshold-like projection of the polymer concrete, as explained above, causes noise emissions.
  • a carriageway transition system which has an expansion joint between two roadway sections, wherein the roadway sections each have a roadway edge portion having a deformation-resistant construction substructure made of concrete. Between edge strips of the roadway section edges, an elastic, the expansion joint bridging joint element is arranged.
  • the edge strips are with their support surface on a support structure arranged on the substructure, which is formed from a relatively deformable compared to the concrete substructure concrete epoxy mortar.
  • the edge strips are arranged with their override surface flush with a road surface.
  • the road surface layer is formed by the epoxy layer simultaneously forming the support layer adjacent to the ramp surface of the edge strips.
  • the DE 30 31 271 A1 shows a roadway system in which also immediately adjacent to the edge strips, the road surface is formed by the compared to the concrete substructure of relatively deformable support layer of resin mortar, and in which the adjacent bituminous road surface layer is located directly on the deformation-resistant construction substructure made of concrete.
  • the FR 2 751 672 A1 also shows a roadway transition system, in which immediately adjacent to the edge strips the road surface is formed by the support layer itself.
  • the DE 25 20 791 B1 shows a roadway system in which the edge strips are arranged on a support layer of synthetic resin mortar, which in turn rests on a concrete building substructure.
  • An asphalt road surface layer adjoining the edge strips is arranged on a bituminous support layer, which also extends up to the edge strips, which extends over the support layer.
  • the edge strips are covered towards the road surface by a potting compound.
  • the present invention is therefore based on the object to propose a roadway junction system, which on the one hand has a comparatively low susceptibility to repair due to its structural design, and on the other hand allows a comparatively quiet driving over.
  • the roadway junction system according to the invention has the features of claim 1.
  • the edge strips of the roadway transition system are arranged with their support surface on a supporting layer arranged on the substructure, which is formed from a material that is deformable in relation to the substructure of the substructure.
  • a particularly steadily formed transition between the edge strips and the adjacent road surface layer is inventively possible in that both the edge strips and a roadway connecting edge of the edge strips and the edge strips opposite roadway edge of the road surface layer or the Fahrbahntrag Anlagen arranged bituminous transition cover layer are arranged on the support layer.
  • the support layer is deformable in the same way by acting on the road surface loads as the road surface. Therefore arise between the road surface and a ramp defined by the edge override no significant differential deformations that could lead to the formation of a threshold in the transition from the road surface to the edge strips. In the absence of such a threshold training, no increased Demands when driving over vehicles on the order of magnitude, as is the case with the formation of such a threshold. Thus, the road junction system according to the invention proves to be less susceptible to repair. Correspondingly, when driving over the roadway transition system according to the invention by vehicles, noise emissions, which have their cause in a threshold training, are also avoided.
  • the support layer is formed as a bituminous base layer and thus has a structure which is the same or at least similar to the structure of the road surface layer or under the road surface layer arranged Fahrbahntrag harsh.
  • a particularly far-reaching adaptation in the deformation behavior between the support layer and the road surface layer becomes possible when the support layer is formed in its material composition substantially coincident with the bituminous roadway bearing layer of the roadway sections.
  • transitional top layer consists of mastic asphalt or asphalt concrete, since they are particularly easy in between the roadway edge of the Roadway layer and the roadway edge of the edge strip formed gap can be filled.
  • the edge strips for forming the roadway connecting edge extending parallel to the support surface of the edge strips and offset vertically to a road surface Auflagerflansch for flush arrangement in the road surface, the thus formed on the skirting undercut can be particularly advantageous lined with the material of the bituminous transition layer ,
  • a correct edge-side cultivation of the edge strips of the roadway transition system at the roadway sections is facilitated if the edge strips have on their underside a stop limiting the expansion joint for abutment against the roadway edge edges.
  • the stops can form a formwork for the support layer formed between the substructure of the substructure and the underside of the edge strip, if this is produced on site, for example, if it is of a planar design.
  • edge strips on their underside have mounting elements protruding downwards beyond the support surface for fastening the edge strips in the support layer.
  • these fastening elements serve to remove the forces which are induced as a result of the overshooting vibrations in the roadway transition system and to absorb restoring forces from deformations of the joint element.
  • the fasteners can be used to attach the joint element to the skirting, so that this no separate fasteners are needed.
  • a road junction region 10 of a bridge structure 11 is shown, in which an abutment 12 of the bridge structure 11 of a so-called superstructure 13 of the bridge structure 11, which is independent of the abutment 12 mounted on bridge bearings not shown here, separated by an expansion joint 14.
  • a roadway system 15 with an expansion joint cover 16 and a support layer 17, which is arranged between the expansion joint cover 16 and a matching construction on the abutment 12 and the superstructure 13 substructure construction 18 made of concrete or steel.
  • the substructures of the adjacent roadway sections may also be different, so that, for example, a substructure made of steel can be adjacent to a substructure made of concrete or reinforced concrete.
  • the abutment 12 and the superstructure 13 each have a roadway edge portion 19 and 20, each one in the area of the roadway transition system 15 have formed in the substructure structure 18 recess 40, in each of which the support layer 17 is arranged.
  • a roadway structure 45 is provided on the substructure 18 with a roadway support layer 23 disposed directly on the substructure 18 and a roadway top layer 24 disposed on the roadway support layer 23
  • the roadway top layer 24 and the roadway support layer 23 are each made of a bituminous material formed in a known manner from a mixture of bitumen with different mineral fractions. As a rule, the road surface layer is provided with finer fractions in contrast to the roadway bearing layer.
  • the expansion joint cover 16 of the roadway transition system 15 has two each at opposite outer edges 25, 26 of the expansion joint 14 arranged edge strips 27, 28 which receive between them an elastic, the expansion joint 14 bridging joint element 29, the mounting strips 30, 31 with the edge strips 27th , 28 is connected.
  • the edge strips 27, 28 have an approximately Z-shaped profile with a support flange 33 forming a support surface 32 on the underside, which is provided with a support flange 35 arranged offset with respect to the support flange 33 via a profile web 34.
  • edge strips 27, 28 On its underside, the edge strips 27, 28 with arranged in the present case on the support surfaces 32, downwardly extending stop webs 37, 38 is provided, the defined positioning of the edge strips 27, 28 relative to the outer edges 25, 26 of the expansion joint fourteenth allow and together with a ramp-shaped wall surface 39 of the recesses 40 in the substructure 18 form a receiving space for the support layer 17.
  • edge strips 27, 28 are located in each case with their support surfaces 32 on the support layer 17 and are in this position via screw 41, 42, which serve in the present case at the same time for mounting the mounting strips 30, 31 on the edge strips 27, 28, with the Support layer 17 is connected.
  • threaded connections functionally separate, such that, on the one hand, screw connections are provided which serve for aligning and anchoring the edge strips in the support layer and, on the other hand, screw connections which serve for fastening the mounting strips to the edge strips.
  • the supporting layer 17 consists of a bituminous base layer which has a material composition which matches the roadway supporting layer 23 or is formed from a material with a similar deformation behavior as the roadway supporting layer 23.
  • a transitional top layer 44 is provided which in the present case is bituminous and has a material composition matching the roadway top layer 24.
  • the transitional cover layer 44 is flush with the drive-over surfaces 36 of the edge strips 27, 28, while on the other hand it supports the support flange 35 formed on the edge strips 27, 28.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Road Paving Structures (AREA)

Claims (10)

  1. Système (15) de transition de chaussée pour un joint (14) de dilatation qui est conçu entre deux sections (12, 13) de chaussée d'un ouvrage (11) qui sont adjacentes de bords de chaussée, des bords (19, 20) de sections de chaussée respectivement présentant une sous-construction (18) d'ouvrage indéformable, une couche (24) de roulement de chaussée bitumineuse et une bande (27, 28) de bord, les bandes de bord recevant un élément (29) de joint élastique entre elles, qui ponte le joint de dilatation,
    caractérisé en ce que
    les bandes de bord, avec leur surface (32) d'appui, sont arrangées sur une couche (17) d'appui qui est arrangée sur la sous-construction d'ouvrage et est relativement déformable par comparaison avec cette dernière, et, avec leur surface (36) de roulement, sont arrangées au même niveau que la surface de chaussée, qui est formée par la couche de roulement de chaussée,
    et tant les bandes (27, 28) de bord qu'une couche (44) de roulement de transition bitumineuse, qui est arrangée entre un bord (43) de connexion de chaussée des bandes (27, 28) de bord et un bord (46) d'extrémité de chaussée, qui est monté en vis-à-vis des bandes de bord et appartient à la couche (24) de roulement de chaussée ou bien à la couche (23) de base de chaussée, sont arrangées sur la couche (17) d'appui.
  2. Système de transition de chaussée selon la revendication 1,
    caractérisé en ce que
    la couche (17) d'appui présente la même déformabilité que la couche (24) de roulement de chaussée.
  3. Système de transition de chaussée selon la revendication 1 ou 2,
    caractérisé en ce que
    la couche (17) d'appui est conçue comme une couche de base bitumineuse.
  4. Système de transition de chaussée selon la revendication 3,
    caractérisé en ce que
    en termes de sa composition de matériau, la couche (17) d'appui est conçue sensiblement en coïncidence avec une couche (23) de base de chaussée bitumineuse des sections (12, 13) de chaussée.
  5. Système de transition de chaussée selon l'une quelconque des revendications précédentes,
    caractérisé en ce que
    la couche (44) de roulement de transition est formée d'asphalte coulé ou de béton bitumineux.
  6. Système de transition de chaussée selon l'une quelconque des revendications précédentes,
    caractérisé en ce que
    les bandes (27, 28) de bord, pour concevoir le bord (43) de connexion de chaussée, présentent une bride (35) portante pour l'arrangement au même niveau dans la surface de chaussée, qui s'étend parallèlement à la surface (32) d'appui des bandes de bord et qui est montée en quinconce vertical quant à la surface de chaussée.
  7. Système de transition de chaussée selon l'une quelconque des revendications précédentes,
    caractérisé en ce que
    les bandes (27, 28) de bord présentent, sur leur côté inférieur, une butée (37, 38) qui est destinée à s'appliquer contre les bords (19, 20) de section de chaussée et qui délimite le joint (14) de dilatation.
  8. Système de transition de chaussée selon l'une quelconque des revendications précédentes,
    caractérisé en ce que
    les bandes (27, 28) de bord, sur leur côté inférieur, sont équipées d'éléments (41, 42) de fixation qui sont destinés à fixer les bandes de bord dans la couche (17) d'appui et qui dépassent la surface (32) d'appui vers le bas.
  9. Système de transition de chaussée selon la revendication 8,
    caractérisé en ce que
    simultanément, les éléments (41, 42) de fixation servent pour fixer l'élément (29) de joint aux bandes (27, 28) de bord.
  10. Système de transition de chaussée selon l'une quelconque des revendications précédentes,
    caractérisé en ce que
    pour fixer l'élément (29) de joint aux bandes (27, 28) de bord, des bandes (30, 31) de montage sont prévues, qui peuvent être connectées aux bandes de bord au moyen d'éléments (41, 42) de fixation détachables, de telle manière que les bandes de montage et l'élément de joint sont arrangés au même niveau dans la surface de chaussée, conjointement avec les bandes de bord.
EP11168976.6A 2010-06-07 2011-06-07 Système de pontage pour joints de dilatation Not-in-force EP2392732B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL11168976T PL2392732T3 (pl) 2010-06-07 2011-06-07 Układ przejść autostrad

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102010029736A DE102010029736A1 (de) 2010-06-07 2010-06-07 Fahrbahnübergangssystem

Publications (3)

Publication Number Publication Date
EP2392732A2 EP2392732A2 (fr) 2011-12-07
EP2392732A3 EP2392732A3 (fr) 2012-01-18
EP2392732B1 true EP2392732B1 (fr) 2013-11-13

Family

ID=44118314

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11168976.6A Not-in-force EP2392732B1 (fr) 2010-06-07 2011-06-07 Système de pontage pour joints de dilatation

Country Status (3)

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EP (1) EP2392732B1 (fr)
DE (2) DE102010029736A1 (fr)
PL (1) PL2392732T3 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104018425B (zh) * 2014-06-24 2016-10-26 宁波路宝科技实业集团有限公司 一种快速更换桥梁伸缩缝装置及其安装方法
CN105735121B (zh) * 2016-04-15 2018-02-06 山东省建设建工（集团）有限责任公司 一种用于桥梁伸缩缝的覆盖机构
CN110700080B (zh) * 2019-10-16 2021-10-15 中铁大桥局集团有限公司 一种用于大跨度桥梁梁端防坠式防水装置

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2520791B1 (de) * 1975-05-09 1976-03-18 Wsw Stahl & Wasserbau Gmbh Verfahren zum herstellen eines fahrbahnuebergangs fuer dehnungsfugen in bruecken, strassen o.dgl.
FR2463834A1 (fr) * 1979-08-20 1981-02-27 Ceintrey M Joint de dilatation d'ouvrages d'art et son procede de fixation
FR2751672B1 (fr) * 1996-07-29 2000-08-11 Auxiliaire De Construction D O Joint de chaussee ou de trottoir pour le raccordement entre elles de deux portions de revetement routier separees par une fente
EP1614808A1 (fr) 2004-07-07 2006-01-11 Mageba S.A. Dispositif de recouvrement pour joint d'expansion

Also Published As

Publication number Publication date
EP2392732A3 (fr) 2012-01-18
DE102010029736A1 (de) 2011-12-08
PL2392732T3 (pl) 2014-05-30
DE202010009204U1 (de) 2010-09-16
EP2392732A2 (fr) 2011-12-07

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