EP0821104A2 - Dispositif de pontage pour joints - Google Patents

Dispositif de pontage pour joints Download PDF

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Publication number
EP0821104A2
EP0821104A2 EP97111026A EP97111026A EP0821104A2 EP 0821104 A2 EP0821104 A2 EP 0821104A2 EP 97111026 A EP97111026 A EP 97111026A EP 97111026 A EP97111026 A EP 97111026A EP 0821104 A2 EP0821104 A2 EP 0821104A2
Authority
EP
European Patent Office
Prior art keywords
joint
bridging device
securing
bridging
gaps according
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
EP97111026A
Other languages
German (de)
English (en)
Other versions
EP0821104A3 (fr
EP0821104B1 (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 starts with the recognition of the need for protection against destruction against excessive forces, such as can be triggered, for example, by displacements of the earth during earthquakes, and implements this protection by separate "element, which is firmly arranged in everyday operation between expansion joint construction and building part in such a way that the expansion joint construction remains securely in the joint gap in everyday operation, but is secured against destruction when a limit force is exceeded but with the adjacent construction parts against destruction.
  • the construction After the earthquake, the construction returns to its original position and thus enables vehicles to be 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 will.
  • 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 such that the expansion joint construction 5 slides out of the joint gap 1 when a limit force acting on the expansion joint construction 5 is exceeded.
  • the securing device 14 has a double-sided sliding ramp 15 arranged between the expansion joint construction 5 and the bridge part 4, with an inclined steel plane 16 on the building side and a further inclined steel plane 17 adapted to the inclined plane 16 of the structural part 4, which part of a steel frame construction S the securing device 14 forms.
  • the security device is here as a kind of prefabricated Box "executed, which is interchangeable. The two sloping planes 16, 17 lying on top of each other form the sliding ramp 15 together.
  • 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.

Landscapes

  • 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)
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 true EP0821104A2 (fr) 1998-01-28
EP0821104A3 EP0821104A3 (fr) 1998-03-25
EP0821104B1 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) TR199700677A3 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2775991A1 (fr) * 1998-03-10 1999-09-17 Equip Tech Pour L Ind De La Co Joint de dilatation pour ouvrage routier
EP1355009A2 (fr) 2002-04-17 2003-10-22 Maurer Söhne GmbH & Co. KG Dispositif de recouvrement pour joints
WO2008071386A1 (fr) * 2006-12-13 2008-06-19 Construction Research & Technology Gmbh Système de joint de dilatation
DE102011050977A1 (de) 2011-06-09 2012-12-13 Maurer Söhne Engineering GmbH & Co. KG Überbrückungsvorrichtung in Mittelträgerbauweise für eine Bauwerksfuge
WO2016113312A1 (fr) * 2015-01-14 2016-07-21 Maurer Söhne Engineering GmbH & Co. KG Dispositif de pontage pour un pont mobile et pont mobile équipé d'un tel dispositif de pontage
US9816668B2 (en) 2013-02-08 2017-11-14 Rehau Ag + Co. Device for storing and delivery of a liquid and/or gaseous medium under pressure, as well as a fuel energy conversion device and method for assembling a device for storing and delivery of a liquid and/or gaseous medium under pressure

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
US8421718B2 (en) * 2007-05-21 2013-04-16 Lg Display Co., Ltd. Organic light emitting device
EP2194190B1 (fr) 2008-12-04 2012-07-25 Mageba S.A. Dispositif pontant pour un joint de dilatation
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
CN102704390B (zh) * 2012-05-24 2014-05-14 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
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
DE102019132189A1 (de) * 2019-11-27 2021-05-27 Mageba S.A. Dehnfugen-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 (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2775991A1 (fr) * 1998-03-10 1999-09-17 Equip Tech Pour L Ind De La Co Joint de dilatation pour ouvrage routier
EP1355009A2 (fr) 2002-04-17 2003-10-22 Maurer Söhne GmbH & Co. KG Dispositif de recouvrement pour joints
JP2003342913A (ja) * 2002-04-17 2003-12-03 Maurer Soehne Gmbh & Co Kg ジョイント遊間結合装置
EP1355009A3 (fr) * 2002-04-17 2005-10-19 Maurer Söhne GmbH & Co. KG Dispositif de recouvrement pour joints
WO2008071386A1 (fr) * 2006-12-13 2008-06-19 Construction Research & Technology Gmbh Système de joint de dilatation
DE102011050977A1 (de) 2011-06-09 2012-12-13 Maurer Söhne Engineering GmbH & Co. KG Überbrückungsvorrichtung in Mittelträgerbauweise für eine Bauwerksfuge
WO2012168476A1 (fr) 2011-06-09 2012-12-13 Maurer Söhne Engineering GmbH & Co. KG Dispositif d'enjambement de type à support central pour un joint de construction
EA026449B1 (ru) * 2011-06-09 2017-04-28 Маурер Зоне Инжиниринг Гмбх Унд Ко. Кг Устройство перекрытия в виде промежуточной несущей конструкции для шва сооружения
US9816668B2 (en) 2013-02-08 2017-11-14 Rehau Ag + Co. Device for storing and delivery of a liquid and/or gaseous medium under pressure, as well as a fuel energy conversion device and method for assembling a device for storing and delivery of a liquid and/or gaseous medium under pressure
WO2016113312A1 (fr) * 2015-01-14 2016-07-21 Maurer Söhne Engineering GmbH & Co. KG Dispositif de pontage pour un pont mobile et pont mobile équipé d'un tel dispositif de pontage
RU2702487C2 (ru) * 2015-01-14 2019-10-08 Маурер Зёне Инжиниринг Гмбх Энд Ко. Кг Перекрывающее устройство для подвижного моста и подвижной мост, имеющий такое перекрывающее устройство

Also Published As

Publication number Publication date
GR980300024T1 (en) 1998-04-30
EP0821104A3 (fr) 1998-03-25
EP0821104B1 (fr) 1999-10-06
US5964069A (en) 1999-10-12
IL121057A0 (en) 1997-11-20
DE19630328C2 (de) 1999-11-18
GR3031730T3 (en) 2000-02-29
TR199700677A2 (xx) 1998-02-21
JP3275230B2 (ja) 2002-04-15
TR199700677A3 (tr) 1998-02-21
DE19630328A1 (de) 1998-01-29
JPH1077689A (ja) 1998-03-24
DE59700520D1 (de) 1999-11-11
IL121057A (en) 2000-11-21

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