EP2483477B1 - Dispositif de pontage d'un joint de dilatation - Google Patents

Dispositif de pontage d'un joint de dilatation Download PDF

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Publication number
EP2483477B1
EP2483477B1 EP10776260.1A EP10776260A EP2483477B1 EP 2483477 B1 EP2483477 B1 EP 2483477B1 EP 10776260 A EP10776260 A EP 10776260A EP 2483477 B1 EP2483477 B1 EP 2483477B1
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EP
European Patent Office
Prior art keywords
elastic element
substructure
superstructure
holding
elastic
Prior art date
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Application number
EP10776260.1A
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German (de)
English (en)
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EP2483477B2 (fr
EP2483477A2 (fr
Inventor
Gustav Gallai
Georg Michael Wolff
Erwin Detter
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 SH AG
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Mageba SH AG
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Classifications

    • 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
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
    • 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
    • E01D19/067—Flat continuous joints cast in situ
    • 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
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
    • E01C11/103—Joints with packings prepared only in situ; Materials therefor
    • 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

Definitions

  • the invention relates to a device for bridging an expansion joint in the area of a carriageway, comprising a superstructure and a substructure, the superstructure having at least one elastic element and the substructure forming a support for the superstructure.
  • the CH 691 496 A5 a connecting structure for components experiencing expansion and / or shrinkage, which comprises an elastic connecting layer which is provided with flexible reinforcement means attached to the components.
  • the flexible reinforcement means can be formed by at least one spring cast into the connecting layer, the ends of which are supported on the respective components.
  • the spring is in particular a prestressed tension spring.
  • a wire mat can be cast into the elastic connecting layer as a flexible reinforcement means.
  • the elastic connecting layer is formed by an expandable and shrinkable polymerized bitumen.
  • the DE 32 25 304 C2 describes an expansion joint cover in roadways with an elastomeric expansion element, which is watertightly accommodated in recesses from the joint on both sides of boundary bodies made of elastomer concrete, which are made at the construction site by pouring corresponding recesses in the roadway so that they connect to the roadway at the roadway.
  • the expansion element consists of an elastomer which corresponds to the elastomeric component of the edge body. This expansion element, produced by casting between the edge bodies, closes the joint between the edge bodies and adheres firmly to them.
  • the elastomer concrete of the edge body has a mineral grain Aggregate on.
  • the elastomer of the expansion element or the elastomeric component of the edge body can be formed by a cold-curing polyurethane.
  • a device for bridging expansion joints in roadways is known, with an extruded mat of elastomeric material bridging the joint, the longitudinal edges of which are parallel to the joint and are each fastened in an upwardly open groove of an edge-side holding profile, for which purpose ribs are formed on the underside of the mat engage the groove in a form-fitting manner and essentially fill it up except for a remaining anchoring space.
  • the anchoring space is connected to the upper side via holes or slots in the mat which form casting channels.
  • the ribs are connected to the holding profile by means of a cast body made of an elastomeric synthetic resin and filling the casting channels and the anchoring space.
  • the synthetic resin can be formed, for example, by polyurethane.
  • the elastomeric mat itself is made of rubber.
  • the US 6561728 B1 discloses an expansion joint bridging device having an elastic element cast on site from a mixture of polyurethane and bitumen.
  • the element can be coated with sand or a dulling material.
  • Thorma® Joint an elastic covering expansion joint is known under the name "Thorma® Joint", which is formed in a mat construction from polymer-modified bitumen and a mineral supporting body from hard stone.
  • the object of the present invention is to provide an improved device for bridging an expansion joint in the area of a roadway.
  • This object is achieved by the device specified in claim 1.
  • the expansion joint bridging device according to the invention is characterized - in addition to other features - in particular in that at least one holding element is arranged in the superstructure structure and is at least partially embedded in the elastic element. It This strengthens the bond between the superstructure and the substructure in the vertical area of the contact area between the elastic element of the superstructure and the adjacent road surface, so that this contact area is relieved and peeling as a result of compressive or tensile stresses is reduced.
  • the at least one holding element improves the adhesion of the elastic element to the substructure. An improved mechanical resilience of the device is thus achieved, so that it has a longer service life and maintenance work and the associated costs can be reduced.
  • the holding element (s) are formed by an angle profile or by angle profiles, legs are present on this holding element or these holding elements, which extend into the elastic element and thus the adhesion of the holding element or the holding elements to the elastic Element can be improved, which in turn higher forces are transferable.
  • the holding element extends at least approximately over the entire length of the superstructure.
  • the holding element extends at least approximately over the entire length of the expansion joint. This not only simplifies the construction of the device itself - the elastic element is produced on site by casting, as will be explained in more detail below - but can thus further improve the expansion joint absorbable, applied forces can be achieved by distributing these forces over a larger area within the elastic element and thus local differences in the load on the holding element or the device do not come into play or are reduced.
  • the holding element (s) have at least one recess into which the elastic element protrudes. A better embedding of the holding element or the holding elements in the elastic element is thus achieved, which in turn can improve the mechanical stability of the device, in particular against peeling.
  • the elastic element of the superstructure structure is at least partially formed from a pourable synthetic resin or plastic, in that it at least partially consists of a polyurea or a polyurea system.
  • this improves the simple manufacture of the device on the construction site, and on the other hand, unlike bituminous systems, it can still be driven on even at high climatic temperatures, for example in direct sunlight, where bituminous systems are already softening.
  • a polyurea or a polyurea system is more wear-resistant than the systems based on bitumen known in the prior art.
  • a polyurea or a polyurea system also better prevents the formation of ruts, depressions and the leakage of the surface.
  • the polyurea or polyurea system can be installed cold in a wide temperature range. Conventional bituminous systems have to be installed hot, which is associated with considerable energy consumption and high noise emissions. Furthermore, larger distances than before can be mastered, i.e. bridged.
  • the layer thickness of the elastic element is a maximum of 60 mm. In contrast to the asphalt expansion joints on the market, this elastic element is therefore rather thin.
  • This reduction in the layer thickness has the advantage that the deformation forces are lower.
  • the reduced layer thickness of the elastic element therefore allows the adjacent and subsequent components of the building to be made smaller and more economically.
  • the substructure can at least partially consist of a material from the group comprising epoxy resins, polymer concrete, concrete, metals, such as steel. This provides an inexpensive to produce substructure that provides the necessary rigid properties to support the superstructure, that is, in particular the elastic element.
  • the holding element (s) is or are connected to the substructure with at least one composite anchor.
  • This embodiment variant of the invention further increases the load-bearing capacity of the device in that peeling in the area of the elastic element can be better prevented by fastening the holding element or the holding elements to the substructure, that is to say the supporting structure.
  • the composite anchor (s) protrudes or protrude with its one end into the elastic element, a better composite effect is achieved, which leads to the removal contributes to the compressive or tensile stresses occurring on the adhesive surface between the superstructure and the substructure.
  • At least one thrust nose preferably extending continuously over at least approximately the entire length of the superstructure, is formed on the elastic element on an underside pointing in the direction of the substructure.
  • a mechanical connection is created between the elastic element and the substructure, whereby the contact area between the superstructure, ie the elastic element, and the substructure is relieved of shear stresses.
  • This increases the contact area, which can reduce the adhesive tension.
  • At least one stabilizing element can be arranged in the elastic element. It is thereby achieved that the elastic element can accommodate expansion or displacement paths that are much larger than the simple, elastic covering expansion joints made of bituminous materials.
  • the stabilizing element or the stabilizing elements can have a sleeve-shaped element or sleeve-shaped elements in which the stabilizing element or in which the stabilizing elements are arranged.
  • the sleeve-shaped element or the sleeve-shaped elements act as thrust sleeves, in which the stabilizing element or the stabilizing elements are guided and in which they can move, whereby the effect of the stabilizing elements as reinforcement for the elastic element of the superstructure can be improved.
  • stabilizing element This is preferably supported or the stabilizing element (s) are supported on the holding element or on the holding elements, as a result of which the stabilization of the expansion joint can be improved via these stabilizing elements and the holding elements.
  • the stabilizing element (s) extends between the upwardly projecting legs of the angle profiles, that is to say the legs of the angle profiles protruding into the elastic element, in particular abuts these legs in order to further improve the stabilization function to achieve the interaction of the stabilizing elements with the holding element or the holding elements.
  • the stabilizing element (s) has or have a compression spring in order to prevent the stabilizing elements from being detached from the elastic element.
  • the stabilizing element (s) or the sleeve-shaped element (s) are at least partially surrounded by a spiral hose. This is in particular cast in the elastic element and has the effect that strains are transmitted uniformly to the stabilizing element or the stabilizing elements. In addition, the friction with the elastic element, that is, for example, the polyurethane casting, is thereby reduced or avoided.
  • Fig. 1 shows a device 1 for bridging an expansion joint 2 between a carriageway 3 and an adjoining carriageway 4 of a bridge, in particular a road bridge.
  • the device 1 has a superstructure structure 5 and a substructure structure 6.
  • the substructure 6 comprises two spaced-apart floor elements 7, 8 which extend into the area of the expansion joint 2.
  • a substructure threshold 9, 10 is arranged on each of these floor elements 7, 8, in particular connected to the floor elements 7 and 8, respectively.
  • the floor elements 7, 8 can consist, for example, of a concrete as used in road construction.
  • the two substructure sleepers 9, 10 are arranged between the carriageways 3, 4 in the expansion joint 2 and can in particular be made of an epoxy resin or a polymer concrete or another suitable, rigid building material. In particular, it is also possible to manufacture these two substructure sleepers 9, 10 on site at the construction site, provided that prefabricated elements have not already been used for this.
  • the substructure 6 is rigid with respect to the superstructure 5.
  • the term "rigid" in the sense of the invention means that this substructure 6 or its components, with the exception of thermal expansions or shrinkages, undergo no further dimensional changes during the operation of the device 1.
  • the two substructure sleepers 9, 10 preferably have a width 11, 12 which is dimensioned such that a gap formed by the spaced arrangement of the two floor elements 7, 8 with respect to one another is not constricted, that is to say preferably the end faces of the substructure sleepers 9, 10 facing one another are respectively aligned with the respective end faces of the two floor elements 7, 8 facing each other, as shown in FIG Fig. 1 is shown.
  • the superstructure 5 comprises an elastic element 15 which extends bridging between the two lanes 3, 4 and the expansion joint 2.
  • this elastic element is formed on the upper side in alignment with the surfaces of the carriageways 3, 4, so that there is no or no significant increase or depression in the area of the expansion joint 2 on the carriageway side.
  • the elastic element 15 is supported on the substructure sleepers 9, 10. After the elastic element 15 is produced in cast construction from a synthetic resin or plastic directly at the construction site, there is the possibility that the material of the elastic element 15 is at least in those areas in which this elastic element 15 is directly connected to the substructure sleepers 9, 10 rests to form a contact surface 16 connects.
  • a cold-curing, castable synthetic resin or a cold-curing, castable plastic is used for the elastic element 15, namely a polyurea or a polyurea system, in order to be able to produce the elastic element 15 directly at the construction site by casting.
  • a polyurea or polyurea system with a hardness adapted to the use is used as the polyurea or polyurea system, so that, on the one hand, the deformation is made possible with the least possible resistance and, on the other hand, the stresses from traffic result in the least possible deformation.
  • a 2K polyurea system can be used.
  • the polyurea or polyurea system can have a Shore A hardness of 55 to 85.
  • the tensile strength of the polyurea or polyurea system according to DIN 53504 can be between 10 and 30 N / mm 2 . Furthermore, the polyurea or the polyurea system can have an elongation according to DIN 53504 of between 400 and 1200%. It is particularly advantageous if a polyurea or a polyurea system with thixotropic properties is used or if the viscosity at 23 ° C. is between 4000 and 6000 mPas.
  • an adhesion promoter a so-called primer, can also be applied in advance.
  • a cover element 17 is arranged on the substructure shafts 9, 10, which covers this gap in particular in a moisture-tight manner.
  • This cover element 17 can consist, for example, of a metal or plastic strip.
  • the cover element 17 preferably has a centering element 18 for the more precise installation of this cover element 17 or for increasing the operational safety of the device 1, the centering element 18 projecting into the gap between the two floor elements 7, 8 or the substructure sleepers 9, 10.
  • Two holding elements 19, 20 are arranged in the region of the contact surface 16.
  • the two holding elements 19, 20 are thus embedded in the elastic element 15, at least on the surface which projects in the direction thereof.
  • the holding elements 19, 20 are in the form of angular elements with a base 21, 22 and from the base 21, 22 at least approximately at right angles upwards and are embedded in the elastic element 15 and projecting legs 23, 24.
  • the two legs 23, 24 as shown, preferably facing the lanes 3, 4 in each case.
  • the holding elements 19, 20 preferably consist of a metal, for example steel.
  • the latter can have at least one recess, these are preferably designed as a perforated plate or perforated plate, so that during the production of the elastic element 15 from the pourable, hardenable synthetic resin or to let the plastic enter this or these recesses.
  • the two holding elements 19, 20 extend over the entire length of the expansion joint 2, which extends in the direction of the viewing direction of the embodiment variant to Fig. 1 extends.
  • several individual holding elements 19, 20 are arranged next to one another in the direction of the length.
  • only a single holding element 19, which rests on both substructure sleepers 9, 10 and is arranged to bridge the gap is used.
  • this single holding element 19 has at least one elastic area, for example in the area of the gap, between the substructure sleepers 9, 10 or the floor elements 7, 8, in order to thereby expand or shrink the device 1 to enable due to the dimensional changes of the roadways 3, 4 or the road and the bridge caused by temperature change.
  • this holding element 19 can be formed in several parts with an elastic intermediate piece, or there is also the possibility, by geometrical design of the holding element 19, of making this expansion or shrinking possible.
  • this holding element 19, in particular in the area of the gap, can be zigzag-shaped or accordion-shaped, etc.
  • the holding elements 19, 20 can each be provided with at least one connecting anchor 25, 26, these connecting anchors 25, 26 extending from the elastic element 15 to at least in the area of substructure sleepers 9 and 10, preferably down to the area of floor elements 7 and 8, as in Fig. 1 shown, protrude.
  • this composite anchor 25, 26 can be held with a corresponding dowel in the substructure threshold 9, 10 and / or that of the floor element 7, 8.
  • these composite anchors 25, 26 are already concreted in with the floor element 7, 8 or are poured into the substructure sleepers 9, 10.
  • the upper ends of the composite anchors projecting into the elastic element 15 are embedded in the elastic element 15 during the production of the elastic element 15 from the synthetic resin or the plastic by casting the expansion joint 2.
  • each of these holding elements 19, 20 preferably has its own composite anchor 25, 26.
  • the composite anchors 25, 26 are preferably made of a metal, in particular steel.
  • the elastic element 15 has at least one thrust nose 27 on both sides of the expansion joint 2, that is to say on each side in the region next to the gap formed between the substructure sleepers 9, 10 or floor elements 7, 8.
  • These two push noses 27, 28 are produced during the manufacture of the elastic element 15 by pouring the expansion joint 2 with the synthetic resin or the plastic, for which purpose corresponding groove-like grooves are provided in the substructure shafts 9, 10 to prevent the synthetic resin from escaping or entering or the plastic in these grooves.
  • the recesses in the holding elements 19, 20 enable the synthetic resin or the plastic to enter the grooves in the substructure shafts 9, 10.
  • These push lugs 27, 28 preferably extend continuously over the entire length of the expansion joint 2 or the elastic element 15, but there is also the possibility of arranging a plurality of such push lugs 27, 28 next to one another in the direction of the length of the expansion joint 2.
  • the push lugs 27, 28 can have a rectangular cross section, viewed in the direction of the length of the expansion joint 2, and the cross sections of the groove-like grooves can also have at least one undercut, whereby a better bond is achieved by the synthetic resin or the plastic Filled undercuts.
  • the push lugs 27, 28 can also have square, polygonal, etc. cross sections.
  • FIG. 2 An embodiment variant of the device 1 according to the invention is shown. This embodiment variant essentially resembles device 1 Fig. 2 after that Fig. 1 with the exception that in each case a floor element 7, 8 is formed in one piece with each of the substructure sleepers 9, 10.
  • these elements of the substructure 6 can be produced from a structural concrete or the like by casting.
  • the elastic element 15 preferably has a layer density 29 ( Fig. 1 ), which is a maximum of 60 mm, in particular a maximum of 50 mm.
  • Fig. 3 shows a detail of an embodiment variant of the device 1. It is possible within the scope of the invention that at least one stabilizing element 30 is arranged in the elastic element 15.
  • this stabilizing element 30, preferably several such stabilizing elements 30 distributed over the length of the expansion joint 2, can be formed from a round steel. Other geometric, rod-like shapes are also possible.
  • These stabilizing elements 30 reinforce the elastic element 15 and thus improve its mechanical properties.
  • the stabilizing element 30 or the stabilizing elements 30 are supported on the holding element (s) 19, 20.
  • the support is provided on the two legs 23, 24 of the holding elements 19, 20, as shown in FIG Fig. 3 is shown.
  • Nuts and washers can be arranged on the ends facing the two legs 23, 24 of the holding elements 19, 20 in order to achieve a pretensioning of the stabilizing elements 30 between the two legs 23, 24. It is also possible for a compression spring 31, for example a spiral spring, to be attached over at least part of the stabilizing elements 30 in order to prevent the stabilizing elements from being detached from the potting of the elastic element 15.
  • the stabilizing elements 30 are not embedded directly in the elastic element 15, but rather these stabilizing elements 30 are guided in a sleeve-shaped element 32, which in each case surrounds a stabilizing element 30 in the radial direction.
  • a spiral hose 33 for example made of plastic, is provided, which is cast into the elastic element 15 during its manufacture. This also enables the strains to be transmitted uniformly to the stabilizing elements 30.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Claims (12)

  1. Dispositif (1) pour le pontage d'un joint de dilatation (2) dans la région d'une voie de circulation, comprenant
    une construction de superstructure (5) et une construction de substructure (6), avec les caractéristiques suivantes
    la construction de substructure (6) forme un appui pour la construction de superstructure (5) ;
    la construction de superstructure (5) présente au moins un élément élastique (15) ;
    au moins un élément de maintien (19, 20) au moins partiellement incorporé dans l'élément élastique (15) est disposé dans la construction de superstructure (5) ;
    l'au moins un élément de maintien (19, 20) est formé par un profilé angulaire ou des profilés angulaires et disposé de manière à s'étendre en continu au moins approximativement sur toute la longueur de la construction de superstructure (5) ;
    l'élément élastique (15) de la construction de superstructure (5) est coulé sur place, caractérisé en ce que l'élément élastique (15) est au moins partiellement constitué d'une résine synthétique coulable et durcissable à froid ou d'une matière plastique coulable et durcissable à froid, sous la forme d'un système de polyurée.
  2. Dispositif (1) selon la revendication 1, caractérisé en ce que l'élément ou les éléments de maintien (19, 20) présentent au moins un évidement dans lequel s'engage l'élément élastique (15).
  3. Dispositif (1) selon l'une des revendications 1 ou 2, caractérisé en ce que l'élément élastique (15) présente une épaisseur de couche (29) de 60 mm maximum.
  4. Dispositif (1) selon l'une des revendications 1 à 3, caractérisé en ce que la construction de substructure (6) est au moins partiellement constituée d'un matériau issu du groupe comprenant les résines époxy, le béton polymère, le béton, l'acier.
  5. Dispositif (1) selon l'une des revendications 1 à 4, caractérisé en ce que l'élément ou les éléments de maintien (19, 20) est/sont relié(s) à la construction de substructure (6) par au moins un moyen d'ancrage composite (25, 26).
  6. Dispositif (1) selon l'une des revendications 1 à 5, caractérisé en ce qu'au moins un nez de poussée (27, 28) s'étendant en continu de préférence sur approximativement toute la longueur de la construction de superstructure (5) est formé sur l'élément élastique (15), sur une face inférieure tournée vers la construction de substructure (6).
  7. Dispositif (1) selon l'une des revendications 1 à 6, caractérisé en ce qu'au moins un élément de stabilisation (30) est disposé dans l'élément élastique (15).
  8. Dispositif (1) selon la revendication 7, caractérisé en ce que l'élément ou les éléments de stabilisation (30) est/sont disposé(s) dans un ou plusieurs éléments en forme de douille (32).
  9. Dispositif (1) selon la revendication 7 ou 8, caractérisé en ce que l'élément ou les éléments de stabilisation (30) s'appuie/s'appuient sur l'élément ou les éléments de maintien (19, 20).
  10. Dispositif (1) selon l'une des revendications 7 à 9, caractérisé en ce que l'élément ou les éléments de stabilisation (30) s'étend ou s'étendent entre des branches (23, 24) des profilés angulaires faisant saillie vers le haut.
  11. Dispositif (1) selon l'une des revendications 7 à 10, caractérisé en ce que l'élément ou les éléments de stabilisation (30) présente ou présentent respectivement un ressort de pression (31).
  12. Dispositif (1) selon l'une des revendications 7 à 11, caractérisé en ce que l'élément ou les éléments de stabilisation (30) ou l'élément ou les éléments en forme de douille (32) est/sont au moins partiellement entourés par un tuyau spiralé (33).
EP10776260.1A 2009-09-30 2010-09-30 Dispositif de pontage d'un joint de dilatation Active EP2483477B2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA1541/2009A AT508847B1 (de) 2009-09-30 2009-09-30 Vorrichtung zur überbrückung einer dehnfuge
PCT/AT2010/000359 WO2011038434A2 (fr) 2009-09-30 2010-09-30 Dispositif de pontage d'un joint de dilatation

Publications (3)

Publication Number Publication Date
EP2483477A2 EP2483477A2 (fr) 2012-08-08
EP2483477B1 true EP2483477B1 (fr) 2020-02-19
EP2483477B2 EP2483477B2 (fr) 2023-01-18

Family

ID=43608358

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10776260.1A Active EP2483477B2 (fr) 2009-09-30 2010-09-30 Dispositif de pontage d'un joint de dilatation

Country Status (8)

Country Link
US (1) US8671489B2 (fr)
EP (1) EP2483477B2 (fr)
JP (1) JP6077304B2 (fr)
KR (1) KR20120135399A (fr)
AT (1) AT508847B1 (fr)
DK (1) DK2483477T4 (fr)
RU (1) RU2558557C2 (fr)
WO (1) WO2011038434A2 (fr)

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DE102021006143A1 (de) 2021-12-13 2023-06-15 Mageba Services & Technology Ag Befahrbares Bauwerk

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CN103205922A (zh) * 2013-05-06 2013-07-17 成都市新筑路桥机械股份有限公司 一种用于无缝式弹性体伸缩装置的稳定元件
ES2534230B1 (es) * 2013-10-18 2015-11-11 Ingeturarte Sl Losa de transición entre el estribo y el tablero de un puente con juntas de expansión y contracción de larga vida útil, y métodos de absorción de los movimientos de expansión y contracción del tablero de un puente
ES2621884T3 (es) * 2013-10-24 2017-07-05 Gcp Applied Technologies Inc. Juntas de impermeabilización hinchables anti-serpenteo
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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
JP6396770B2 (ja) * 2014-11-19 2018-09-26 中日本ハイウェイ・メンテナンス中央株式会社 道路床版のジョイント部構造及びその施工方法
ITUB20152883A1 (it) * 2015-08-05 2017-02-05 Edil Noli Srl Giunto prefabbricato modulare, particolarmente per pavimentazioni industriali e metodo per la sua produzione
RU2596847C1 (ru) * 2015-09-29 2016-09-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Томский государственный архитектурно-строительный университет" (ТГАСУ) Деформационный шов
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
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EP3680419B1 (fr) * 2019-01-14 2021-04-21 MIGUA Fugensysteme GmbH Dispositif de recouvrement de joint de dilatation
JP7103647B2 (ja) * 2019-02-15 2022-07-20 ライノジャパン株式会社 伸縮装置を備えた道路の補修構造、及び補修方法
CN110792035B (zh) * 2019-11-13 2021-05-25 成都市新筑路桥机械股份有限公司 一种加强型无缝式弹性体伸缩装置及其施工方法
RU196838U1 (ru) * 2020-01-10 2020-03-17 Общество с ограниченной ответственностью "ЭластоБетон" Деформационный шов мостовых сооружений
CN112721001B (zh) * 2021-03-31 2021-06-25 中国铁道科学研究院集团有限公司铁道建筑研究所 一种聚氨酯道床块生产检测成套设备、系统及使用方法

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Publication number Priority date Publication date Assignee Title
DE102021006143A1 (de) 2021-12-13 2023-06-15 Mageba Services & Technology Ag Befahrbares Bauwerk
WO2023110603A1 (fr) 2021-12-13 2023-06-22 Mageba Services & Technology Ag Construction pouvant être entraînée

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US20120308303A1 (en) 2012-12-06
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JP2013506070A (ja) 2013-02-21
EP2483477B2 (fr) 2023-01-18
WO2011038434A3 (fr) 2012-06-14
AT508847A1 (de) 2011-04-15
AT508847B1 (de) 2012-07-15
DK2483477T4 (da) 2023-03-27
JP6077304B2 (ja) 2017-02-08
KR20120135399A (ko) 2012-12-13
DK2483477T3 (da) 2020-04-20
US8671489B2 (en) 2014-03-18
EP2483477A2 (fr) 2012-08-08
RU2558557C2 (ru) 2015-08-10

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