EP2194190A1 - Dispositif pontant pour un joint de dilatation - Google Patents

Dispositif pontant pour un joint de dilatation Download PDF

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Publication number
EP2194190A1
EP2194190A1 EP08021039A EP08021039A EP2194190A1 EP 2194190 A1 EP2194190 A1 EP 2194190A1 EP 08021039 A EP08021039 A EP 08021039A EP 08021039 A EP08021039 A EP 08021039A EP 2194190 A1 EP2194190 A1 EP 2194190A1
Authority
EP
European Patent Office
Prior art keywords
expansion joint
sealing
bridging device
joint bridging
profiles
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP08021039A
Other languages
German (de)
English (en)
Other versions
EP2194190B1 (fr
Inventor
Mario Flietner
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 Holding AG
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 EP08021039A priority Critical patent/EP2194190B1/fr
Publication of EP2194190A1 publication Critical patent/EP2194190A1/fr
Application granted granted Critical
Publication of EP2194190B1 publication Critical patent/EP2194190B1/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
    • 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
    • E01D19/062—Joints having intermediate beams

Definitions

  • the present invention relates to an expansion joint bridging device, comprising two relatively movable profiles with a width-adjustable expansion joint gap between them, over which extends a deformable sealing web which is fixed peripherally to the two profiles, wherein the sealing web has thickened profiled edge portions, respectively are positively received in an associated receiving groove of the respective profile.
  • Expansion joint bridging devices also referred to as lane transitions, are used in particular in road construction and road construction, in order to compensate for a thermal expansion or shrinkage of the superstructure.
  • unicellular or multicellular expansion joint bridging devices are used, the former comprising exactly two profiles and a sealing membrane arranged between them, the latter meanwhile having a larger number of profiles and a plurality of sealing membranes.
  • Multicellular expansion joint bridging devices are often referred to as lamellae lane transitions because of their construction.
  • the present invention has for its object to provide an expansion joint bridging device of the type mentioned, which is characterized for improved protection of the components arranged below the geomembrane by a particularly effective sealing of the geomembrane (s) against the associated profiles.
  • the sealing medium can be introduced by suitable measures (see below) from below into the cavities in question contribute.
  • the present invention is not only applicable to such expansion joint bridging devices, in which the cavity to be filled with the sealing medium by a through the inner wall of the receiving groove and the outer surface of the recorded therein edge portion of the geomembrane limited, extending in the longitudinal direction of the respective edge portion constructive defined sealing cavity is formed. Rather - and in particular - can be filled within the meaning of the present invention subsequently by introducing a sealing medium, such cavities, the are not provided by design and, for example, result from a lack of dimensional stability of the profile and / or the geomembrane or arise over time by aging phenomena such as shrinkage and / or damage. The same applies to tolerance-related cavities.
  • the cavities to be filled with the sealing medium need not extend over the entire longitudinal extent of the geomembrane, but rather may also be locally limited (eg concentrated to areas in which the edge portions of the geomembranes are bent, kinked or discarded ).
  • Corresponding local leaks which can be remedied with minimal effort in application of the present invention, can be determined in particular by regular inspections of the expansion joint bridging devices, in particular by traceability of traces of water or the like.
  • each profile may have at least one defined injection channel, which opens into the associated receiving groove.
  • a plurality of injection channels are provided distributed over the extension of the profiles.
  • the injection channels can already have been introduced into the profile concerned at the factory.
  • they are typically drilled on site.
  • the at least one injection channel is closed by means of a return flow-blocking nipple.
  • a return flow-blocking nipple In particular, commercially available lubricating nipples can be used which are hammered or screwed into the injection channels. In the latter case, a thread is cut into the injection channels, after they have been drilled into the profiles for the purpose of applying the present invention, after drilling.
  • the particular advantage of using said backflow stopper nipple is that in the event that an extended cavity - through several injection channels through - is to be filled with a sealing medium, this introduced in rapid succession by means of a suitable tool (eg hand-lubricating or pressing unit) through the individual nipple into the cavity can be.
  • a suitable tool eg hand-lubricating or pressing unit
  • This is particularly advantageous if a sealing medium is used, which is processable only for a limited period of time, as is the case for example for certain two-component sealing media (see below).
  • a sealing medium is used, which is wasserquelltop. This results in a sense a self-sealing effect by penetrating into the receiving water, which comes into contact with the sealing medium, whereby the latter swells.
  • a sealing medium in particular two-component sealing media whose viscosity increases after injection into the sealing cavity.
  • a two-component sealing medium based on polyurethane resin may have a processing viscosity at 25 ° C of less than 180 mPas, which is suitable for typical applications of the present invention.
  • a two-component sealing medium which forms a hydrogel in the fully reacted state.
  • the two-component sealing medium may particularly preferably consist of an acrylate resin.
  • Processing viscosities at 20 ° C of less than 5 mPas achieve.
  • Such a low viscosity is not only beneficial because this sealing medium penetrates into very fine cavities (eg cracks) and provides an effective seal there.
  • a very significant further advantage is that such a low-viscosity sealing medium can be introduced into the relevant cavity via suitable cannulas, which are pierced through the respective edge section of the sealing membrane and penetrate into the cavity to be filled. The hole left by the injection cannula when it is pulled out again in the edge section of the sealing membrane is thereby sealed by the sealing medium.
  • Visible can be dispensed with the application of such low-viscosity sealing medium with suitable profiles and other structural conditions, where appropriate, on the introduction of special injection channels by drilling or the like, which again contributes to a further reduction associated with the rehabilitation of an existing expansion joint bridging device effort.
  • the present invention is, as stated above, particularly applicable to such expansion joint bridging devices in which the cavity to be filled with the sealing medium is formed by a structurally defined sealing cavity, through the inner wall of the receiving groove and the outer surface of the edge portion received therein the geomembrane is limited.
  • several such sealing cavities can be arranged in each receiving groove. These can in particular by a sealing lip of the associated edge portion of the geomembrane, which on the inner wall of the receiving groove is present, separated from each other.
  • the individual sealing cavities arranged within a receiving groove can be delimited from one another by a sealing lip formed on the inner wall of the receiving groove and resting against the outer surface of the edge section of the sealing web received therein.
  • a sealing cavity can be accessible from below via corresponding injection channels from above and another sealing cavity above this associated injection channels.
  • a two-component sealing medium based on an acrylate resin also proves to be advantageous from the point of view that the sealing medium does not make it more difficult to exchange the sealing sheet possibly later than is necessary. This is precisely what applies to said specific two-component sealing medium. Because despite the excellent sealing effect of introduced into the cavities in question, hardened therein sealing medium, the geomembrane can easily remove from the receiving groove. The cured sealing medium adheres even to the respective edge portion of the geomembrane, so that a complex cleaning of the receiving groove before a new geomembrane is used, is unnecessary. Remains that should adhere to the inner wall of the receiving groove can easily be pulled off in the manner of a rubber cord.
  • the pot life over the selected mixing ratio of the components specifically to the respective task in particular to the extent of the with the sealing medium adapted to be filled cavity.
  • a processing of this sealing medium over a very large temperature range minus 5 ° C to plus 40 ° C is possible, so far as there are no appreciable restrictions, as far as the seasonal time of rehabilitation of an expansion joint bridging device. Since the material is also water-soluble, a cleaning of the equipment as well as a disposal of residual amounts is easily and easily possible.
  • cavities are to be filled with the sealing medium, which extend over the entire length of the receiving groove, as is the case with design-defined defined sealing cavities, the two ends are expediently closed before the introduction of the sealing medium into the respective sealing cavity. There to prevent leakage of the sealing medium. This is advantageous because it favors complete filling of the cavity.
  • Fig. 2 illustrates how in applying a preferred embodiment of the invention in the built-in expansion joint bridging device with minimal effort, in particular without replacement of the geomembrane, the tightness of the connection of the geomembrane 1 to the two profiles 3 can be effectively improved. Namely, at the required intervals, the screws 10 with which the tooth profiles 11 are screwed to the profiles 3 are removed. Instead, lubricating nipples 12 are screwed into the profiles 3. Through the lubricating nipple 12 and the threaded holes 13 of the profiles 3 through an existing of an acrylate resin sealing medium 14 is introduced into the upper cavity 8. The respective threaded holes 13 thus act as injection channels 15, which open into the cavity 8, which forms a defined sealing cavity 16 in this way. Subsequently, the lubricating nipple 12 are removed again and the screws 10 are screwed back into the threaded bores 13. The number of grease nipples used and the distance between them depends on the flow properties of the sealing medium 14.
  • the injection channels as shown, typically accessible from above.
  • Fig. 4 is shown, in a factory, ie before the installation takes place sealing the expansion joint bridging device in application of the present invention, the injection channels 17 from the (later) underside accessible and in particular in the lower cavities 9, which form sealing cavities 18 in this way, lead.
  • a practicable alternative is the turning of appropriately prepared grease nipples into smooth bores.
  • Fig. 5 shows a known as such, typical multicellular (here five-cell) expansion joint bridging device (lamella-lane transition), in which four lamellae 21 are supported on trusses 22. Both the slats 21 and the edge profiles 23 represent profiles 3 in the sense of the present invention, on which sealing sheets 1, each bridge a Dehnfugenspalt D or cover this, are fixed with their thickened, profiled edge portions 2.
  • corresponding multicellular expansion joint bridging devices are well known, inter alia by documents cited at the beginning of the prior art, the disclosure content of which is expressly incorporated by reference into the subject matter of the present patent application Fig. 5 omitted construction.
  • a built-in expansion joint bridging device of in Fig. 5 In order to improve the tightness of the connection of the sealing sheets 1 to the profiles 3, the present invention can be used, for example, in the present invention Fig. 6 Apply illustrated way.
  • Fig. 6 Apply illustrated way.
  • the manufacture of the threaded hole can through the lower Ridge 27 of the relevant lamella, ie by a passing through this auxiliary bore 28 through.
  • a grease nipple 12 is then screwed.
  • the threaded hole constitutes an injection channel 29 for sealing medium 31 to be introduced through the lubricating nipple 12 into the lower cavity 26, which in this way forms a sealing cavity 30.
  • the auxiliary bore 28 is closed after completion of the renovation work on the expansion joint bridging device and protected against corrosion.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
EP08021039A 2008-12-04 2008-12-04 Dispositif pontant pour un joint de dilatation Not-in-force EP2194190B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP08021039A EP2194190B1 (fr) 2008-12-04 2008-12-04 Dispositif pontant pour un joint de dilatation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP08021039A EP2194190B1 (fr) 2008-12-04 2008-12-04 Dispositif pontant pour un joint de dilatation

Publications (2)

Publication Number Publication Date
EP2194190A1 true EP2194190A1 (fr) 2010-06-09
EP2194190B1 EP2194190B1 (fr) 2012-07-25

Family

ID=40552069

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08021039A Not-in-force EP2194190B1 (fr) 2008-12-04 2008-12-04 Dispositif pontant pour un joint de dilatation

Country Status (1)

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EP (1) EP2194190B1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102021885A (zh) * 2011-01-04 2011-04-20 上海市城市建设设计研究院 一种桥面连续缝结构
DE202012103837U1 (de) * 2012-10-08 2014-01-13 René Scheitenberger Dehnfugenprofilsystem

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8010697U1 (de) 1980-04-18 1980-07-24 Donau-Eisen Stahlbau Gmbh, 8070 Ingolstadt Vorrichtung zum ueberbruecken einer dehnungsfuge
US4305680A (en) 1979-12-03 1981-12-15 Old North Manufacturing Co., Inc. Roadway joint and seal and method of fabricating same
DE3522864A1 (de) 1985-06-26 1987-01-08 Maurer Friedrich Soehne Vorrichtung zur rberbrueckung von dehnungsfugen, insbesondere in betonbruecken
DE8816536U1 (de) 1988-10-19 1989-11-30 Kober Ag, Glarus Dichtungsvorrichtung zum Abdichten von bauwerkseitigen Dehnungsfugen, insbesondere für Fahrbahnübergänge
DE4138347A1 (de) 1991-11-21 1993-05-27 Alfred Hartkorn Wasserdichte fugenueberbrueckungskonstruktion fuer bruecken o. dgl. bauwerke
US5228255A (en) * 1992-04-28 1993-07-20 The Atlantic Group, Inc. Method and apparatus for improved belt type expansion joints
DE4433909A1 (de) 1994-09-22 1996-04-11 Alfred Hartkorn Fugenüberbrückungsvorrichtung
DE19630328A1 (de) 1996-07-26 1998-01-29 Maurer Friedrich Soehne Überbrückungsvorrichtung für Fugenspalte
EP0839967A1 (fr) 1996-11-01 1998-05-06 Yamax Corporation Raccord étanche à l'eau pour produits en béton jointifs
DE19803004A1 (de) 1997-01-27 1998-08-13 Alfred Hartkorn Fugenüberbrückungskonstruktion
DE19705531A1 (de) 1997-02-13 1998-08-20 Maurer Friedrich Soehne Vorrichtung zur Überbrückung von Dehnfugen
US20050171248A1 (en) * 2004-02-02 2005-08-04 Yanmei Li Hydrogel for use in downhole seal applications
EP1621674A1 (fr) 2004-07-30 2006-02-01 Mageba S.A. Dispositif de pontage
EP1327026B1 (fr) 2000-09-26 2006-05-17 Maurer Söhne GmbH & Co. KG Systeme de plaques dentees destine a un dispositif de pontage de joints de dilatation
EP1741846A1 (fr) * 2005-07-08 2007-01-10 Sika Technology AG Joint d'étanchéité

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3739717C1 (de) * 1987-11-24 1989-03-16 Kober Ag Vorrichtung zur UEberbrueckung von Dehnungsfugen

Patent Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4305680A (en) 1979-12-03 1981-12-15 Old North Manufacturing Co., Inc. Roadway joint and seal and method of fabricating same
DE8010697U1 (de) 1980-04-18 1980-07-24 Donau-Eisen Stahlbau Gmbh, 8070 Ingolstadt Vorrichtung zum ueberbruecken einer dehnungsfuge
DE3522864A1 (de) 1985-06-26 1987-01-08 Maurer Friedrich Soehne Vorrichtung zur rberbrueckung von dehnungsfugen, insbesondere in betonbruecken
DE8816536U1 (de) 1988-10-19 1989-11-30 Kober Ag, Glarus Dichtungsvorrichtung zum Abdichten von bauwerkseitigen Dehnungsfugen, insbesondere für Fahrbahnübergänge
DE4138347A1 (de) 1991-11-21 1993-05-27 Alfred Hartkorn Wasserdichte fugenueberbrueckungskonstruktion fuer bruecken o. dgl. bauwerke
US5228255A (en) * 1992-04-28 1993-07-20 The Atlantic Group, Inc. Method and apparatus for improved belt type expansion joints
DE4433909A1 (de) 1994-09-22 1996-04-11 Alfred Hartkorn Fugenüberbrückungsvorrichtung
EP0821104B1 (fr) 1996-07-26 1999-10-06 Maurer Söhne GmbH & Co. KG Dispositif de pontage pour joints
DE19630328A1 (de) 1996-07-26 1998-01-29 Maurer Friedrich Soehne Überbrückungsvorrichtung für Fugenspalte
EP0839967A1 (fr) 1996-11-01 1998-05-06 Yamax Corporation Raccord étanche à l'eau pour produits en béton jointifs
DE19803004A1 (de) 1997-01-27 1998-08-13 Alfred Hartkorn Fugenüberbrückungskonstruktion
DE19705531A1 (de) 1997-02-13 1998-08-20 Maurer Friedrich Soehne Vorrichtung zur Überbrückung von Dehnfugen
EP1327026B1 (fr) 2000-09-26 2006-05-17 Maurer Söhne GmbH & Co. KG Systeme de plaques dentees destine a un dispositif de pontage de joints de dilatation
US20050171248A1 (en) * 2004-02-02 2005-08-04 Yanmei Li Hydrogel for use in downhole seal applications
EP1621674A1 (fr) 2004-07-30 2006-02-01 Mageba S.A. Dispositif de pontage
EP1741846A1 (fr) * 2005-07-08 2007-01-10 Sika Technology AG Joint d'étanchéité

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102021885A (zh) * 2011-01-04 2011-04-20 上海市城市建设设计研究院 一种桥面连续缝结构
DE202012103837U1 (de) * 2012-10-08 2014-01-13 René Scheitenberger Dehnfugenprofilsystem

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