EP0821104B1 - Dispositif de pontage pour joints - Google Patents

Dispositif de pontage pour joints Download PDF

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Publication number
EP0821104B1
EP0821104B1 EP97111026A EP97111026A EP0821104B1 EP 0821104 B1 EP0821104 B1 EP 0821104B1 EP 97111026 A EP97111026 A EP 97111026A EP 97111026 A EP97111026 A EP 97111026A EP 0821104 B1 EP0821104 B1 EP 0821104B1
Authority
EP
European Patent Office
Prior art keywords
joints
bridging device
expansion joint
structural components
bridging
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
EP97111026A
Other languages
German (de)
English (en)
Other versions
EP0821104A3 (fr
EP0821104A2 (fr
Inventor
Erich Schmidt
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.)
Maurer Soehne GmbH and Co KG
Original Assignee
Maurer Soehne GmbH and Co KG
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 Maurer Soehne GmbH and Co KG filed Critical Maurer Soehne GmbH and Co KG
Publication of EP0821104A2 publication Critical patent/EP0821104A2/fr
Publication of EP0821104A3 publication Critical patent/EP0821104A3/fr
Application granted granted Critical
Publication of EP0821104B1 publication Critical patent/EP0821104B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • 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 bridging device for joint gaps between Building parts, with an expansion joint construction bridging the gap, which can be attached to the building parts on both sides of the joint gap.
  • the invention achieves this goal by the subject matter of claim 1.
  • the invention is characterized by the generic state of the art characterized in that at least between one of the structural parts and the expansion joint construction a safety device is arranged, which is designed in this way is that the expansion joint construction when exceeding one on the Expansion joint construction acting limit force (i.e. when the building parts move relative to each other) is led out of the joint gap, e.g. slides out.
  • the invention sets in recognizing the need for protection against destruction against excessive forces, e.g. due to soil shifts Earthquakes can be triggered and implemented with this protection "Separate" element that is firmly attached to the expansion joint construction in everyday operation and structural part is arranged that the expansion joint construction remains securely in the joint gap in everyday operation when a limit force is exceeded but is secured against destruction with the adjacent parts of the building. After the earthquake, the construction returns to its original position and enables thus being run over by emergency vehicles.
  • a particularly preferred embodiment of the invention is characterized by this from that the securing device as between insert and component arranged sliding ramp device is formed.
  • a sliding ramp is one structurally particularly simple possibility of realizing effective earthquake protection, which is nevertheless effective in the event of excessive movements of the Components relative to each other (e.g.> 250 mm) make up the expansion joint construction leads to the joint gap.
  • welds or another in terms on the strength at least approximately definable connection between the Sliding ramp parts ensure that the joint only when a predefined limit condition - i.e. in an exceptional situation such as one Earthquake - slides out of the gap.
  • the securing device as one between the bridging expansion joint construction and the structural part insertable fuse box is formed.
  • 1B shows a first embodiment of the Invention in a sectional view perpendicular to a joint gap 1
  • Fig. 1A shows a cut in a plane lying in the gap.
  • a bridging device 2 for the joint gap 1 between building parts 3, 4 has an expansion joint construction 5 bridging the gap 1 on which fastens on both sides of the joint gap 1 to the building parts 3, 4 is.
  • the expansion joint construction 5 comprises metallic, at the edges of the respective Structural parts 3, 4 anchored, edge profiles 6, 7 and parallel to the Edge profiles running middle profiles 8.
  • the middle profiles 8 are on trusses 9 arranged that bridge the joint gap 1. Stretch marks 10 from one resilient material bridges the remaining, smaller gaps 11 between the edge and / or the middle profiles 6, 7, 8, so that lower - i. general thermally induced - expansion of the building parts 3, 4 compensated become.
  • the traverse 9 lies in a traverse box 12 made of steel, the truss box 12 is in turn one at the bottom Recess 13 of the structural part 3 is arranged.
  • a cover A - e.g. made of polymer concrete - attached, in which the edge profiles 6.7 are cast.
  • a securing device 14 is arranged, which is designed in this way is that the expansion joint construction 5 when exceeding one on the Expansion joint construction 5 acting limit force slides out of the joint gap 1.
  • the securing device has 14 an arranged between expansion joint construction 5 and bridge part 4, two-sided sliding ramp 15 with an inclined steel level 16 on the building side as well as another inclined to the inclined plane 16 of the structural part 4 Steel level 17, which is part of a steel frame structure S of Safety device 14 forms.
  • the security device is here as a kind prefabricated "box” executed, which is interchangeable.
  • the two superimposed, inclined levels 16, 17 together form the sliding ramp 15.
  • the building-side inclined steel plane 16 is on a concrete anchor plate 18 arranged by means of an anchor bracket 19 and other anchoring parts 20 is anchored in the building.
  • the anchoring of the expansion joint construction 5, the securing device 14 and the armature disk 18 on the structural parts additionally takes place e.g. through polymer concrete.
  • the crossbeams 9 engage in appropriately designed shafts 21 of the fuse boxes 14 a, where it is by means of spacers 22 between edge profiles 6, 7 and the bottom of the shaft 21 lie.
  • FIGS. 2 and 3 differ essentially only in that in the steel frame S of the fuse box 14 on the one hand Steel body 23 (Fig. 2) and the other a concrete body 24 (Fig. 3) introduced is to give the fuse box 14 strength.
  • fuse boxes only on one side of the joint gap (FUSE-BOX) 14 are provided, it is of course also possible to use this to be arranged on both sides of the joint gap 1.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (12)

  1. Dispositif de pontage ou liaison (2) pour rainure de joint (1) entre des éléments de construction (3, 4), avec une structure de joint de dilatation (5) pontant ou reliant la rainure de joint (1), structure qui peut être fixée des deux côtés de la rainure de joint (1) sur les éléments de construction (3, 4), caractérisé en ce qu'au moins entre l'un des éléments de construction (3, 4) et la structure de joint de dilatation (5) est disposé un dispositif de sécurité (14) qui est conçu de telle sorte que la structure de joint de dilatation (5), en cas de dépassement d'une force limite agissant entre les éléments de construction (3, 4), est séparée de ceux-ci et est éjectée de la rainure de joint.
  2. Dispositif de pontage ou liaison pour rainure de joint selon la revendication 1, caractérisé en ce que le dispositif de sécurité (14) est réalisé sous forme de rampe de glissement (15) disposée entre la structure de joint de dilatation (5) et l'élément de construction (3, 4).
  3. Dispositif de pontage ou liaison pour rainure de joint selon l'une ou l'autre des revendications 1 et 2, caractérisé en ce que le dispositif de sécurité est conçu sous forme de boíte de sécurité (14) pouvant s'encastrer entre la structure de joint de dilatation (5) et l'élément de construction.
  4. Dispositif de pontage ou liaison pour rainure de joint selon la revendication 3, caractérisé en ce que la boíte de sécurité (14) comporte un châssis d'acier (S) qui est relié, en particulier soudé, sur l'élément de construction.
  5. Dispositif de pontage ou liaison pour rainure de joint selon la revendication 3, caractérisé en ce que la boíte de sécurité (14) est remplie de béton, d'acier ou de matière plastique.
  6. Dispositif de pontage ou liaison pour rainure de joint selon la revendication 2, caractérisé en ce qu'un plan incliné (16) est disposé du côté de la construction.
  7. Dispositif de pontage ou liaison pour rainure de joint selon la revendication 6 et la revendication 3, caractérisé en ce que sur la boíte de sécurité (14) est disposé un plan incliné (17) adapté au plan incliné de l'élément de construction (16) de sorte que les deux plans (16, 17) forment conjointement la rampe de glissement (15).
  8. Dispositif de pontage ou liaison pour rainure de joint selon l'une ou l'autre des revendications 6 et 7, caractérisé en ce que le plan incliné côté construction (16) est conçu sous forme de disque d'ancrage (18) revêtu d'acier.
  9. Dispositif de pontage ou liaison pour rainure de joint selon la revendication 8, caractérisé en ce que le disque d'ancrage (18) est ancré au moyen d'un étrier d'ancrage (19) et éventuellement au moyen d'autres pièces d'ancrage (20) dans la construction (3, 4).
  10. Dispositif de pontage ou liaison pour rainure de joint selon l'une des revendications 3 à 9, caractérisé en ce que la structure de joint de dilatation (5) présente les éléments suivants :
    a) des profilés marginaux (6, 7) métalliques ancrés sur les éléments de construction respectifs,
    b) des profilés médians (8) s'étendant parallèlement aux profilés marginaux (6, 7), de sorte que
    c) les profilés médians (8) sont disposés sur au moins une traverse (9) reliant ou pontant la rainure de joint (1), et
    d) des bandes de dilatation (10) réalisées à partir d'un matériau souple élastiquement, qui pontent ou relient la rainure (10) entre les profilés marginaux et/ou médians (6, 7, 8).
  11. Dispositif de pontage ou liaison pour rainure de joint selon la revendication 10, caractérisé en ce que les traverses (9) s'encastrent dans les évidements conçus de façon correspondante (21) des boítes de sécurité (14).
  12. Dispositif de pontage ou liaison pour rainure de joint selon l'une des revendications 8 à 11, caractérisé en ce que l'ancrage de la structure de joint de dilatation (5), du dispositif de sécurité (14) et/ou du disque d'ancrage (18) s'effectuent sur les éléments de construction en béton polymère.
EP97111026A 1996-07-26 1997-07-02 Dispositif de pontage pour joints Expired - Lifetime EP0821104B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19630328A DE19630328C2 (de) 1996-07-26 1996-07-26 Überbrückungsvorrichtung für Fugenspalte
DE19630328 1996-07-26

Publications (3)

Publication Number Publication Date
EP0821104A2 EP0821104A2 (fr) 1998-01-28
EP0821104A3 EP0821104A3 (fr) 1998-03-25
EP0821104B1 true EP0821104B1 (fr) 1999-10-06

Family

ID=7801020

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97111026A Expired - Lifetime EP0821104B1 (fr) 1996-07-26 1997-07-02 Dispositif de pontage pour joints

Country Status (7)

Country Link
US (1) US5964069A (fr)
EP (1) EP0821104B1 (fr)
JP (1) JP3275230B2 (fr)
DE (2) DE19630328C2 (fr)
GR (2) GR980300024T1 (fr)
IL (1) IL121057A (fr)
TR (1) TR199700677A2 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2194190A1 (fr) 2008-12-04 2010-06-09 Mageba S.A. Dispositif pontant pour un joint de dilatation
CN102704390A (zh) * 2012-05-24 2012-10-03 成都市新筑路桥机械股份有限公司 隐埋隔离式钢-混组合梁专用伸缩装置
WO2014121935A2 (fr) 2013-02-08 2014-08-14 Rehau Ag + Co Dispositif de stockage et de distribution de fluides liquides et/ou gazeux sous pression et dispositif de conversion de l'énergie d'un carburant, et procédé de montage d'un dispositif de stockage et de distribution de fluides liquides et/ou gazeux sous pression

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2775991B1 (fr) * 1998-03-10 2000-08-04 Equip Tech Pour L Ind De La Co Joint de dilatation pour ouvrage routier
EP1355009B1 (fr) * 2002-04-17 2011-12-21 Maurer Söhne GmbH & Co. KG Dispositif de recouvrement pour joints
DE10222690A1 (de) * 2002-04-17 2003-11-06 Maurer Friedrich Soehne Überbrückungsvorrichtung für Fugenspalte
US20060067789A1 (en) * 2004-09-24 2006-03-30 Watson Bowman Acme Corporation Expansion joint system
US20080148499A1 (en) * 2006-12-13 2008-06-26 Construction Research & Technology Gmbh Expansion joint system
US8421718B2 (en) * 2007-05-21 2013-04-16 Lg Display Co., Ltd. Organic light emitting device
WO2011072234A1 (fr) * 2009-12-10 2011-06-16 Construction Research & Technology Gmbh Système de joint de dilatation à contrôle d'équidistance de zone
US8919065B2 (en) * 2010-05-17 2014-12-30 Construction Research & Technology Gmbh Expansion joint system using flexible moment connection and friction springs
DE102011050977A1 (de) 2011-06-09 2012-12-13 Maurer Söhne Engineering GmbH & Co. KG Überbrückungsvorrichtung in Mittelträgerbauweise für eine Bauwerksfuge
DE102012023129B3 (de) * 2012-11-27 2013-12-12 Mageba S.A. Dehnfugen-Überbrückungsvorrichtung
DE102013224460A1 (de) * 2013-11-28 2015-05-28 Maurer Söhne Engineering GmbH & Co. KG Überbrückungsvorrichtung
DE102015200419A1 (de) * 2015-01-14 2016-07-14 Maurer Söhne Engineering GmbH & Co. KG Überbrückungsvorrichtung für eine bewegliche Brücke und bewegliche Brücke mit einer solchen Überbrückungsvorrichtung

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1992756A (en) * 1934-10-03 1935-02-26 Masterson Peter Pressure relieving joint for building construction
DE1138081B (de) * 1958-10-11 1962-10-18 Vernon Ferdinand Bartlett Abdeckvorrichtung fuer Dehnungsfugen in Fahrbahnen von Bruecken od. dgl.
AT308173B (de) * 1970-02-03 1973-06-25 Maurer Friedrich Soehne Überbrückungsvorrichtung für Dehnungsfugen in Brücken od. dgl.
AT310233B (de) * 1971-01-26 1973-09-25 Rheinstahl Ag Fahrbahnübergang für Dehnfugen an Straßenbrücken od.dgl.
US3880540A (en) * 1971-03-08 1975-04-29 Brown Co D S Modular expansion joint
CH549696A (de) * 1971-11-23 1974-05-31 Mageba Sa Fahrbahnuebergang, insbesondere fuer dilatationsfugen von brueckenfahrbahnen.
CH546311A (de) * 1972-04-10 1974-02-28 Mageba Sa Vorrichtung zum ueberbruecken von dehnungsfugen in bruecken, strassen oder aehnlichen verkehrswegbauten.
US3854159A (en) * 1973-09-24 1974-12-17 Acme Highway Prod Composite expansion joint assembly
US4111584A (en) * 1974-11-25 1978-09-05 Elastometal Limited Expansion joints seal assembly
CH595509A5 (fr) * 1975-07-29 1978-02-15 Bertschmann Silvio
US4075728A (en) * 1976-12-27 1978-02-28 Acme Highway Products Corporation Adjustable embossment connector for a composite expansion joint assembly
US4339214A (en) * 1980-05-02 1982-07-13 Acme Highway Products Corporation Composite expansion joint
DE3622253A1 (de) * 1986-07-02 1988-01-21 Hartkorn Alfred Fugenueberbrueckungskonstruktion fuer bauwerke
EP0401401B1 (fr) * 1989-06-06 1993-09-08 Friedrich Maurer Söhne GmbH & Co. KG Système de commande élastique pour construction de ponts pour joints de chaussées avec des lames intermédiaires
DE4138347C3 (de) * 1991-11-21 1999-05-20 Alfred Hartkorn Wasserdichte Fugenüberbrückungskonstruktion für Brücken o. dgl. Bauwerke
FR2698400B1 (fr) * 1992-10-29 1995-03-03 Sncf "Dispositif parasismique" pour ouvrages de construction notamment pour ponts et plate-forme offshore.
DE4303268C2 (de) * 1993-02-04 1997-01-30 Alfred Hartkorn Steuerung für eine Fugenüberbrückungskonstruktion für Bauwerke, insbesondere Brücken
DE4433909C2 (de) * 1994-09-22 1997-11-27 Alfred Hartkorn Fugenüberbrückungsvorrichtung
US5887308A (en) * 1997-07-28 1999-03-30 Watson Bowman Acme Corp. Expansion joint system with seismic accommodation

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2194190A1 (fr) 2008-12-04 2010-06-09 Mageba S.A. Dispositif pontant pour un joint de dilatation
CN102704390A (zh) * 2012-05-24 2012-10-03 成都市新筑路桥机械股份有限公司 隐埋隔离式钢-混组合梁专用伸缩装置
WO2014121935A2 (fr) 2013-02-08 2014-08-14 Rehau Ag + Co Dispositif de stockage et de distribution de fluides liquides et/ou gazeux sous pression et dispositif de conversion de l'énergie d'un carburant, et procédé de montage d'un dispositif de stockage et de distribution de fluides liquides et/ou gazeux sous pression
DE102013101425A1 (de) 2013-02-08 2014-08-28 Rehau Ag + Co Vorrichtung zur Speicherung und Abgabe von flüssigen und / oder gasförmigen Medien unter Druck sowie Kraftstoffenergieumwandlungsvorrichtung und Verfahren zur Montage einer Vorrichtung zur Speicherung und Abgabe von flüssigen und/oder gasförmigen Medien unter Druck

Also Published As

Publication number Publication date
US5964069A (en) 1999-10-12
JPH1077689A (ja) 1998-03-24
JP3275230B2 (ja) 2002-04-15
DE19630328A1 (de) 1998-01-29
DE59700520D1 (de) 1999-11-11
DE19630328C2 (de) 1999-11-18
EP0821104A3 (fr) 1998-03-25
IL121057A (en) 2000-11-21
IL121057A0 (en) 1997-11-20
GR980300024T1 (en) 1998-04-30
EP0821104A2 (fr) 1998-01-28
GR3031730T3 (en) 2000-02-29
TR199700677A3 (tr) 1998-02-21
TR199700677A2 (xx) 1998-02-21

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