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EP0325737A2 - Dispositif de pontage pour joint - Google Patents

Dispositif de pontage pour joint Download PDF

Info

Publication number
EP0325737A2
EP0325737A2 EP88120137A EP88120137A EP0325737A2 EP 0325737 A2 EP0325737 A2 EP 0325737A2 EP 88120137 A EP88120137 A EP 88120137A EP 88120137 A EP88120137 A EP 88120137A EP 0325737 A2 EP0325737 A2 EP 0325737A2
Authority
EP
European Patent Office
Prior art keywords
slat
foot
bearing
width
support
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
EP88120137A
Other languages
German (de)
English (en)
Other versions
EP0325737A3 (en
EP0325737B1 (fr
Inventor
Hermann Wegener
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 GmbH
Original Assignee
Glacier GmbH Sollinger Huette GmbH
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 Glacier GmbH Sollinger Huette GmbH filed Critical Glacier GmbH Sollinger Huette GmbH
Priority to AT88120137T priority Critical patent/ATE74637T1/de
Publication of EP0325737A2 publication Critical patent/EP0325737A2/fr
Publication of EP0325737A3 publication Critical patent/EP0325737A3/de
Application granted granted Critical
Publication of EP0325737B1 publication Critical patent/EP0325737B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/06—Arrangement, construction or bridging of expansion joints
    • E01D19/062—Joints having intermediate beams

Definitions

  • the invention relates to a roadway transition for expansion joints with several parallel to the joint edges provided on bearings, extending over the entire joint width support beams slidably and tilt-supported supported slats, the distance of which is positively controlled, each slat having a slat foot with which it brackets associated with a bearing support.
  • the lamella head is as wide as the bearing width at the lamella base, which leads to a relatively small number of individual lamellas across the gap width and yet leads to the formation of quite large gaps between them.
  • the object of the invention is to improve the generic roadway crossing in such a way that the number of slats that can be used for a given width of the expansion joint can be increased significantly without excessive edge pressures occurring at the bearing points between slats and support beams or that The value of the edge pressures can be significantly reduced with the same number of slats.
  • this is achieved in a carriageway transition of the type mentioned at the outset that at least two support beams are provided for each bearing location, adjacent slats not being supported on the same support beam but in each case on a different support beam that the width of a slat foot - seen in the direction of displacement of the slats - Is formed larger than the head width of this slat and that each slat foot with its laterally projecting area over the head width can be pushed under the body of the adjacent slat, ie it can slide under it.
  • the width of the bearing point in the slat foot is chosen to be as large as is necessary due to the desired or predetermined edge pressures, and this is completely independent of the (desired) head width of the slat.
  • the lateral deflection of the slat under consideration is no longer limited by the fact that it could run against the slat foot of the adjacent slat when it is deflected.
  • the place where, starting from a slat under consideration, the two adjacent slats are present in both deflection directions, is therefore very well available for the lateral deflection path of the slat under consideration.
  • the lateral protrusion of each slat foot is preferably selected to be at most half the head width of the slat, which makes it possible to push slats together until all slat heads rest against one another laterally.
  • each support beam has a rectangular cross section, that a sliding support between the slat foot and the support beam top and a with a between the slat foot and the support beam bottom
  • An elastomeric bearing provided with a sliding layer is preferably arranged, with a lateral support of the lamella foot relative to the support carrier preferably also being provided via correspondingly laterally arranged sliding supports.
  • the sliding pads and / or the sliding layer are advantageously selected from polyamide or polytetrafluoroethylene or another suitable sliding material.
  • the support beams are received in each recess in recesses in the joint edges and horizontally fixed in one joint edge and horizontally movable in the other joint edge.
  • the invention makes it possible, according to the principle used in it, to carry out even the largest lamella constructions with positive control, without excessive edge pressures occurring or having to be accepted.
  • the roadway crossing according to the invention proves to be relatively simple overall in construction with moderate assembly effort, so that it stands out in addition to its other advantages also by pleasingly low costs.
  • the figures show a roadway transition 1, which is provided between two joint edges of a bridge structure, for example.
  • a suitable seal (not shown in FIG. 1), above which a road surface 2, for example concrete, is then formed, which forms a surface 3.
  • the structure of the carriageway transition 1 has lamellae 4 running within the expansion joint in the longitudinal direction of the joint and parallel to the joint edges, which are connected to one another via suitable elastic sealing bodies 5, the sealing bodies 5 each bridging the gap between the lamellae 4 in a watertight manner.
  • the edge lamellae are also positively connected to steel profiles 12 attached to the joint edges via such elastic sealing bodies 5.
  • Each lamella 4 consists of a lamella head 4 ', which has suitable profile receptacles for holding the sealing profiles 5 on its two edge sides.
  • a slat base 7 is formed for each slat 4, which can be mounted on suitable support bodies 8, 8 '(which will be described in detail below) each on a support bracket 9 or 9' (see. Fig. 3) in its Longitudinally supported.
  • FIG. 3 shows the top view of the carriageway transition from FIG. 1 from above, specifically in the area of a bearing point, the individual slats 4 being cut in the area of this bearing point, specifically there along the plane CC from FIG. 1.
  • the sectional plane DD 3 which in turn shows the sectional position of the section from FIG. 1.
  • the bearing point shown there has two support beams 9, 9 ', which extend across the entire joint width and are parallel to each other.
  • These support beams 9, 9 ' are, as shown in FIGS. 1 and 3, at the joint edges in each case in recesses 13 and 14, which lie outside the joint gap, in the example shown the support beams 9, 91 on the left joint edge at 10 in are appropriately clamped horizontally, while they can be moved in the horizontal direction at the other joint edge via suitable slide bearings 11.
  • Fig. 2 shows a section through a slat foot 7 along line A-A in Fig. 1, from which it can be seen first that the slat foot 7 completely grips or "clasped" the support beam 9, which in turn is rectangular in cross section.
  • a slider 8 made of a suitable material for example made of a PTFE or a polyamide plate, is initially arranged inside the slat base 7, via which the slat body 6 or the slat base 7 on the Top of the support bracket 9 is slidably mounted.
  • Similar sliding layers 19 are also provided laterally, as shown in FIG. 2, in order to also provide a suitable support against the side surfaces of the support beam 9.
  • the slider 8 ' Provided there has an elastomer bearing 16 in the support foot 7, which is provided on its top with a sliding layer 1 5 made of a suitable material, again from a PTFE or a polyamide layer.
  • the support bracket 9 is slidably mounted within the slat foot 7 in a suitable manner, so that when the support bracket 9 is completely gripped by the slat foot 7 in the longitudinal direction of the support bracket 9 in question, there is longitudinal displacement.
  • suitable flanges 17 are shown, which are provided with a suitable (in Fig. 2, not shown) clamping means can be braced against each other so that a desired bearing clearance or a desired bearing pressure can be reached within the bearing arrangement.
  • all other means suitable for the same purpose can be used for this purpose, as are known to the person skilled in the art and can be used or selected by him in a suitable manner in the formation of the lamella base 7.
  • each slat base 7 which essentially corresponds to the bearing width (seen in the longitudinal direction of the support beam 9), is significantly larger than the width B of the slat head 4 ', the slat base 7 on both sides the slat 4 protrudes from the slat head 4 'predetermined width B by a length V.
  • This protruding section of each slat foot 7 is, as shown in FIG. 1, designed so that its upper boundary surface is still below the lower boundary surface of the adjacent slat body 6. This makes it possible for the slat under consideration (for example the slat designated 4.1 in FIG.
  • each slat foot 7 is designed to be somewhat smaller than half the slat head width B.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Non-Disconnectible Joints And Screw-Threaded Joints (AREA)
  • Manufacturing Of Electrical Connectors (AREA)
  • Seal Device For Vehicle (AREA)
EP88120137A 1988-01-26 1988-12-02 Dispositif de pontage pour joint Expired - Lifetime EP0325737B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88120137T ATE74637T1 (de) 1988-01-26 1988-12-02 Fahrbahnuebergang.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3802217A DE3802217C1 (fr) 1988-01-26 1988-01-26
DE3802217 1988-01-26

Publications (3)

Publication Number Publication Date
EP0325737A2 true EP0325737A2 (fr) 1989-08-02
EP0325737A3 EP0325737A3 (en) 1990-04-18
EP0325737B1 EP0325737B1 (fr) 1992-04-08

Family

ID=6346002

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88120137A Expired - Lifetime EP0325737B1 (fr) 1988-01-26 1988-12-02 Dispositif de pontage pour joint

Country Status (3)

Country Link
EP (1) EP0325737B1 (fr)
AT (1) ATE74637T1 (fr)
DE (2) DE3802217C1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE2330253A1 (en) * 2023-06-02 2024-12-03 Karlgeir Gruppen Ab Roadway expansion joint device

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE108845T1 (de) * 1991-04-29 1994-08-15 Maurer Friedrich Soehne Überbrückungsvorrichtung für dehnungsfugen in brücken oder dergleichen.
DE10222690A1 (de) * 2002-04-17 2003-11-06 Maurer Friedrich Soehne Überbrückungsvorrichtung für Fugenspalte
DE102021204003A1 (de) 2021-04-21 2022-10-27 Maurer Engineering Gmbh Verfahren zum Austausch einer Übergangskonstruktion, Übergangskonstruktion zur Überbrückung einer in einem Bauwerk befindlichen Bauwerksfuge und Bauwerk mit einer Übergangskonstruktion

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2316407A1 (de) * 1973-04-02 1974-10-17 Rheinstahl Ag Fahrbahnuebergang fuer dehnfugen an strassenbruecken
EP0215980A1 (fr) * 1985-09-23 1987-04-01 Marcel Vecchi Dispositif de passage avec lamelles pour joints de dilatation pour ponts

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2316407A1 (de) * 1973-04-02 1974-10-17 Rheinstahl Ag Fahrbahnuebergang fuer dehnfugen an strassenbruecken
EP0215980A1 (fr) * 1985-09-23 1987-04-01 Marcel Vecchi Dispositif de passage avec lamelles pour joints de dilatation pour ponts

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE2330253A1 (en) * 2023-06-02 2024-12-03 Karlgeir Gruppen Ab Roadway expansion joint device
WO2024248719A1 (fr) * 2023-06-02 2024-12-05 Karlgeir Gruppen Ab Dispositif de joint de dilatation de chaussée comprenant une tige supportant un élément souple placé entre deux profilés de joint

Also Published As

Publication number Publication date
EP0325737A3 (en) 1990-04-18
ATE74637T1 (de) 1992-04-15
EP0325737B1 (fr) 1992-04-08
DE3802217C1 (fr) 1988-09-15
DE3869941D1 (de) 1992-05-14

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