EP0356628B1 - Dispositif d'obturation de joints de dilatation et de tassement - Google Patents

Dispositif d'obturation de joints de dilatation et de tassement Download PDF

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Publication number
EP0356628B1
EP0356628B1 EP89110079A EP89110079A EP0356628B1 EP 0356628 B1 EP0356628 B1 EP 0356628B1 EP 89110079 A EP89110079 A EP 89110079A EP 89110079 A EP89110079 A EP 89110079A EP 0356628 B1 EP0356628 B1 EP 0356628B1
Authority
EP
European Patent Office
Prior art keywords
groove
bridging
joint
building floor
floor
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.)
Expired - Lifetime
Application number
EP89110079A
Other languages
German (de)
English (en)
Other versions
EP0356628A2 (fr
EP0356628A3 (en
Inventor
Reinhard Dipl.-Ing. Gottschling
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.)
Migua Fugensysteme GmbH
Original Assignee
Migua Hammerschmidt 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 Migua Hammerschmidt GmbH filed Critical Migua Hammerschmidt GmbH
Priority to AT89110079T priority Critical patent/ATE66993T1/de
Publication of EP0356628A2 publication Critical patent/EP0356628A2/fr
Publication of EP0356628A3 publication Critical patent/EP0356628A3/de
Application granted granted Critical
Publication of EP0356628B1 publication Critical patent/EP0356628B1/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
    • E01D19/065—Joints having sliding plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6803—Joint covers
    • E04B1/6804—Joint covers specially adapted for floor parts

Definitions

  • the invention relates to a device for bridging expansion and movement joints in a building floor and consists of two anchoring units and a bridging unit.
  • the bridging unit is articulated at its longitudinal edges to an anchoring unit and is formed by two interlocking bridge members.
  • one of the male bridge members with a spring engages more or less deeply in a groove of the other corresponding male link member, depending on the width of the joint.
  • a device is known from DE-A 3529877, wherein the bridging unit consists of two bridging members which can be telescopically pushed into one another in the vertical direction to the longitudinal extension of the joint and horizontally telescopically bridging members, one of which accommodates the cross-section of the tuning fork-shaped member between its legs.
  • the outer edge strips of the bridge members facing away from one another are cylindrical in shape and are articulated in correspondingly shell-shaped grooves in the anchoring units.
  • the bridging unit is capable of pivoting movement about the central axis of the bearing shells formed by the grooves in the anchoring units when the structural parts change their level relative to one another. If the width of the joint is changed, the bridging is maintained in that the two bridge members forming the bridging unit remain more or less deeply telescopically engaged.
  • a more or less deep open channel inevitably arises in the known device, in particular between the front side of an upper leg of the tuning fork-shaped bridging member and the side of an upper edge strip of the anchoring unit opposite this front side.
  • the channel is widened to a greater or lesser extent.
  • the invention has for its object to provide a stable device for bridging expansion and movement joints from two anchoring units and a bridging unit consisting of only two members, in which also appropriately dimensioned members of the bridging unit a seamless transition from one part of the building across joints allow to another.
  • the leg covering the groove can become increasingly stronger from its free end be formed and thereby be adapted to the bending moment curve.
  • the leg thickness can be reduced so much that the top of the leg covering the groove merges into the top of the tongue without any pronounced step formation.
  • the edge strips of the bridge members facing away from the tongue or groove are each formed in an arc-shaped manner pointing towards the building floor and engage in a correspondingly arc-shaped groove which is provided in each anchoring unit.
  • the bridge members can be hooked to the anchoring units in such an articulated manner that in the assembled state the bridge members remain sufficiently pivotable relative to the anchoring units, but cannot be removed from the grooves of the anchoring units without authorization.
  • the groove provided in the anchoring units is preferably delimited towards the joint side by a roller piece and away from the joint side by a shell piece. This overlaps an arcuate edge strip of a bridge member and likewise forms a smooth transition from the top of the bridge member to an end face of the anchoring unit.
  • Each anchoring unit is preferably formed from an angular profile, on the legs of which are oriented vertically to the building floor and point upwards, the roller piece and the shell piece are formed.
  • the device is to be used in building floors, with floor coverings of different thicknesses being considered, it may be advisable to reduce the number of anchoring units from different angled profiles by forming the anchoring unit from an angled profile on the leg perpendicular to the building floor and pointing upwards Intermediate profile can be placed on which the roller piece and the shell piece are molded.
  • an embodiment of the invention provides that the central cross-sectional axis of the tongue and groove runs in a concave or convex arc, the radius of which corresponds to at least twice the maximum joint width.
  • the smooth transition from one part of the building to the other can be further improved in that the top of the bridge members run in a correspondingly concave or convex arc, the in the event of a change in the level of one part of the building relative to the other and also in the case of a change in the joint width between the parts of the building, the smooth transition between them is still guaranteed.
  • bridging unit 1 consists of a bridging unit 1, which is composed of two bridge members 2 and 3, and two anchoring units 4, each of which is formed from an angular profile 5.
  • the bridge member 2 has a groove 6, in which a tongue 7 of the bridge member 3 engages more or less telescopically depending on the width of a groove 8.
  • Two parts 9 of one have broken off through the groove 8 shown building floor so separated from each other that the parts can move three-dimensionally independently.
  • the bridging member 2 or 3 is connected in an articulated manner to one of the anchoring angles 5 by means of an edge strip 10 which points downward in an arc.
  • a groove 12 is provided in a vertically upward-pointing leg 12 of each anchoring angle 5, which is delimited on the one hand by a roller piece 13 formed on the leg 11 and on the other hand by a shell piece 14 formed on the leg 11.
  • Sealing cords 15 extending over the length of the device are embedded in correspondingly profiled grooves on the upper side of the spring 7 and on the side of the shell pieces 14 facing the edge strip 10, in order thereby to make the device leakproof against splash water.
  • each anchoring angle 4 ' consists of an angle profile 5', on the vertically upward leg 11 ', an intermediate profile 16 is positively placed.
  • the intermediate profile 16 is provided in the same way with a groove 12 which is laterally delimited by a roller piece 13 and a shell piece 14.
  • FIGS. 3 and 4 correspond the anchoring units 4 ⁇ except for a more compact design of the legs 11 ⁇ of the angle profiles 5 ⁇ those in the exemplary embodiment in FIG. 1.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Bridges Or Land Bridges (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
  • Road Paving Structures (AREA)
  • Seal Device For Vehicle (AREA)
  • Quick-Acting Or Multi-Walled Pipe Joints (AREA)

Claims (6)

1. Dispositif pour obturer les joints de dilatation et de tassement dans le sol d'une construction, composé de deux unités d'ancrage et d'une unité d'obturation reliée de manière articulée, en ses bords longitudinaux, avec chaque unité d'ancrage et formée par deux éléments d'obturation engagés l'un dans l'autre, dont l'un, configuré en forme de pièce mâle, s'engage avec une languette dans une rainure de l'autre élément configuré en forme de pièce femelle correspondante, et ce jusqu'à une profondeur plus ou moins grande selon la largeur du joint, caractérisé en ce que la médiane de section transversale de la rainure (6) et de la languette (7) s'étend sous un angle aigu par rapport au plan du sol et qu'une aile de l'élément d'obturation femelle (2), recouvrant la rainure (6), est configurée en forme de coin de telle manière que sa partie supérieure détournée de la rainure (6) s'étend en substance dans un plan défini par la face supérieure d'un revêtement à appliquer sur le sol.
2. Dispositif selon la revendication 1, caractérisé en ce que des bords marginaux (10) des éléments d'obturation (2, 3), détournés de la rainure (6) ou de la languette (7), sont chaque fois configurés en forme d'arc dirigé vers le sol et s'engagent dans une rainure correspondante (12) s'étendant en forme d'arc, qui est prévue dans chaque unité d'ancrage.
3. Dispositif selon la revendication 1 ou 2, caractérisé en ce que la rainure (12) prévue dans chaque unité d'ancrage (4) est limitée du côté du joint par une partie cylindrique (13) et de l'autre côté par une partie en forme de coquille (14).
4. Dispositif selon au moins une des revendications 1 à 3, caractérisé en ce que chaque unité d'ancrage (4) est formée par un profilé angulaire (5) sur lequel sont formées l'aile (11) perpendiculaire au sol et dirigée vers le haut, et la partie en forme de coquille (14).
5. Dispositif selon au moins une des revendications 1 à 3, caractérisé en ce que chaque unité d'ancrage (4′) est formée d'un profilé angulaire (5′) dont l'aile perpendiculaire au sol et dirigée vers le haut (11′) peut recevoir un profilé intermédiaire (16) sur lequel la partie cylindrique (13) et la partie en forme de coquille (14) sont formées.
6. Dispositif selon au moins une des revendications 1 à 5, caractérisé en ce que la médiane de section transversale de la rainure (6) et de la languette (7) s'étend en un arc concave ou convexe dont le rayon (R) correspond au moins au double de la largeur maximale du joint.
EP89110079A 1988-08-26 1989-06-03 Dispositif d'obturation de joints de dilatation et de tassement Expired - Lifetime EP0356628B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89110079T ATE66993T1 (de) 1988-08-26 1989-06-03 Vorrichtung zur ueberbrueckung von dehn- und bewegungsfugen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3828980A DE3828980A1 (de) 1988-08-26 1988-08-26 Vorrichtung zur ueberbrueckung von dehn- und bewegungsfugen
DE3828980 1988-08-26

Publications (3)

Publication Number Publication Date
EP0356628A2 EP0356628A2 (fr) 1990-03-07
EP0356628A3 EP0356628A3 (en) 1990-03-21
EP0356628B1 true EP0356628B1 (fr) 1991-09-04

Family

ID=6361647

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89110079A Expired - Lifetime EP0356628B1 (fr) 1988-08-26 1989-06-03 Dispositif d'obturation de joints de dilatation et de tassement

Country Status (7)

Country Link
US (1) US4901495A (fr)
EP (1) EP0356628B1 (fr)
AT (1) ATE66993T1 (fr)
CA (1) CA1315516C (fr)
DE (2) DE3828980A1 (fr)
ES (1) ES2026717T3 (fr)
GR (1) GR3002782T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102021102703A1 (de) 2021-02-05 2022-08-11 Mageba Services & Technology Ag Bauwerk
DE102021102710A1 (de) 2021-02-05 2022-08-11 Mageba Services & Technology Ag Bauwerk

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0382681B1 (fr) * 1989-02-06 1993-03-31 Robert Warthmann Obturateur à enroulement pour recouvrir des joints, en particulier pour joints de dilatation dans des tabliers de pont
US5060439A (en) * 1990-06-19 1991-10-29 Watson Bowman Acme Corp. Expansion joint cover assemblies
DE29702207U1 (de) * 1996-05-02 1997-04-24 Modenplast GmbH, 90542 Eckental Elastisches Fugen-Ausgleichsprofil
GB2325262B (en) * 1997-05-12 2001-05-02 Kvaerner Cementation Found Ltd Hydrophilic waterbar for diaphragm wall joints
US6663159B2 (en) 2001-07-20 2003-12-16 Wells Cargo, Inc. Flexible mount system
US20040123557A1 (en) * 2002-10-22 2004-07-01 Sashlite, Llc Grid muntin retaining clips for muntins
US7354219B2 (en) * 2004-08-20 2008-04-08 Leonberg Douglas E Multi-seal waterproof expansion joint for roadways
DE202005004624U1 (de) * 2005-03-19 2005-07-21 Herm. Friedr. Künne Gmbh & Co. Profilschienensystem
WO2007016978A1 (fr) * 2005-08-08 2007-02-15 Kronospan Technical Company Ltd. Profile de dilatation affleurant
KR100994026B1 (ko) * 2010-04-15 2010-11-11 김은주 안티 익스팬션 죠인트 교량
CN102691261A (zh) * 2012-05-27 2012-09-26 张保忠 一种轨道交通桥梁伸缩装置
DE102012107901B3 (de) * 2012-08-28 2013-09-19 Migua Fugensysteme Gmbh & Co. Kg Fugenprofil für eine Bewegungsfuge
ITBO20120508A1 (it) * 2012-09-21 2014-03-22 Joint S R L Giunto di dilatazione per edilizia
DE102016105197A1 (de) * 2016-03-21 2017-09-21 Migua Fugensysteme Gmbh Montagewerkzeug für eine Fugenüberbrückungseinrichtung
AU2017202547A1 (en) 2016-04-20 2017-11-09 Underwood Companies Holdings Pty Ltd Improvements in or in relation to expansion joints
ES2877370T3 (es) 2019-01-14 2021-11-16 Migua Fugensysteme Gmbh Dispositivo de puente de unión
DE202019100165U1 (de) 2019-01-14 2020-04-15 Migua Fugensysteme Gmbh & Co. Kg Fugenüberbrückungsvorrichtung
CN111648233B (zh) * 2020-05-26 2022-06-10 中冶南方城市建设工程技术有限公司 一种拼宽桥接头防沉降板装置

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3015011C2 (de) * 1980-04-18 1984-03-01 Donau-Eisen Stahlbau Gmbh, 8070 Ingolstadt Vorrichtung zum Überbrücken einer Dehnungsfuge
CA1221018A (fr) * 1983-05-02 1987-04-28 H.M. Robert Labelle Fermeture a panneaux articules sur charnieres
DE3518507A1 (de) * 1984-07-18 1986-11-27 P. Schulte-Stemmerk KG für Industrie und Handel, 4100 Duisburg Dichtungsvorrichtung
DE3529877C1 (en) * 1985-08-21 1987-09-10 Schulte Stemmerk Kg Apparatus for bridging expansion joints

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102021102703A1 (de) 2021-02-05 2022-08-11 Mageba Services & Technology Ag Bauwerk
WO2022167576A1 (fr) 2021-02-05 2022-08-11 Mageba Services & Technology Ag Structure de construction
DE102021102710A1 (de) 2021-02-05 2022-08-11 Mageba Services & Technology Ag Bauwerk
WO2022167579A1 (fr) 2021-02-05 2022-08-11 Mageba Services & Technology Ag Structure de construction

Also Published As

Publication number Publication date
ES2026717T3 (es) 1992-05-01
US4901495A (en) 1990-02-20
EP0356628A2 (fr) 1990-03-07
GR3002782T3 (en) 1993-01-25
ATE66993T1 (de) 1991-09-15
DE3828980A1 (de) 1990-03-01
DE58900261D1 (de) 1991-10-10
CA1315516C (fr) 1993-04-06
EP0356628A3 (en) 1990-03-21

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