EP0786566A1 - Dichtungsvorrichtung für eine Bewegungsfuge - Google Patents

Dichtungsvorrichtung für eine Bewegungsfuge Download PDF

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Publication number
EP0786566A1
EP0786566A1 EP97100171A EP97100171A EP0786566A1 EP 0786566 A1 EP0786566 A1 EP 0786566A1 EP 97100171 A EP97100171 A EP 97100171A EP 97100171 A EP97100171 A EP 97100171A EP 0786566 A1 EP0786566 A1 EP 0786566A1
Authority
EP
European Patent Office
Prior art keywords
longitudinal
bridging unit
leg
unit
movement joint
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.)
Withdrawn
Application number
EP97100171A
Other languages
German (de)
English (en)
French (fr)
Inventor
Torsten Dipl.-Ing. Beenders
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 Fugensysteme 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 Fugensysteme GmbH filed Critical Migua Fugensysteme GmbH
Publication of EP0786566A1 publication Critical patent/EP0786566A1/de
Withdrawn legal-status Critical Current

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Classifications

    • 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
    • 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 sealing device for a movement joint between two building bodies, consisting of two anchoring units arranged on opposite sides of the movement joint and connected to the building bodies, as well as an elastic bridging unit which is connected at its longitudinal edges to the anchoring units in such a way that each one approximately perpendicular Longitudinal leg of an anchoring unit protruding from the building body engages in a longitudinal groove in the bridging unit which is open towards the respectively assigned building body.
  • a fixing leg is also formed in the anchoring unit on the side of the longitudinal leg facing away from the movement joint.
  • This fixing leg has a longitudinal groove on its side facing the longitudinal leg, in which a fixing strip adapted to it and movable perpendicular to the longitudinal extension of the joint is slidably mounted. Threaded holes, which can be screwed into the fixing legs, are arranged in the longitudinal direction, distributed in the longitudinal direction, into which grub screws can be screwed. Because the threaded bores are connected to the longitudinal grooves in the fixing legs in the area of the groove base, the fixing strip is pressed out of the longitudinal groove when the grub screws are screwed in due to their conical tip.
  • the fixing strips are pressed with their serrated end faces into a longitudinal side of the bridging unit, which is made of a rubber-elastic material, which in particular also results in a positive connection between the bridging and anchoring unit with the serrated opposite longitudinal side of the longitudinal leg of the anchoring unit facing the movement joint.
  • the known device is very complicated in construction and requires a large amount of assembly work when screwing in the large number of grub screws. It is also difficult to remove the bridging unit after the device has been installed once, since the fixing strips do not return to their starting position on the groove base even after the grub screws have been unscrewed, which is why the positive engagement cannot be easily canceled again.
  • the invention is based on the object of proposing a sealing device for a movement joint in which the occurrence of leaks - for example as a result of assembly errors - is reliably avoided and which can be avoided easy manufacture and ease of installation, especially for repairs.
  • the bridging unit at both longitudinal edges is in each case W-shaped around a clamping leg of the anchoring unit, which also projects perpendicularly from the structure and is located on the side of the longitudinal leg facing away from the movement joint, on which the Bridging unit is attached by means of an adapted W-shaped terminal block made of spring steel.
  • the bridging unit is fastened to the anchoring unit on both longitudinal edges by means of the W-shaped clamping strip made of spring steel on an adapted W-shaped clamping leg.
  • the W-shaped clamping strip made of spring steel on an adapted W-shaped clamping leg.
  • the bridging unit is plugged on both sides of the movement joint in each case with a longitudinal groove onto a longitudinal leg of the anchoring unit protruding from the building body.
  • the bridging unit with its opposing longitudinal edge strips is guided in a W-shape around a clamping leg that also projects perpendicularly from the building body and is parallel to the longitudinal leg.
  • This first assembly step of loosely laying on or plugging onto the two anchoring units is followed only by a second assembly step, which consists in that an adapted W-shaped clamping strip made of spring steel is clipped or pressed onto the bridging unit in the region of the clamping leg, as a result of which a force fit and due to the W-shape also a certain form fit is achieved between the anchoring unit and the bridging unit.
  • the upstream longitudinal leg in relation to the clamping leg prevents a tension or compression existing within the central part of the bridging unit from being transmitted to the terminal strip or the clamping leg and a connection joint located between the clamping leg and an end face of a floor covering.
  • the upstream longitudinal leg thus acts as a kind of tension and pressure relief for the actual attachment of the bridging unit to the clamping legs.
  • the terminal strip be essentially flush with the level of a floor covering and the top of the bridging unit, since in this way an overall essentially flat surface can be achieved in the area of the bridged movement joint.
  • the bridging unit be arranged between the longitudinal legs of the anchoring units two symmetrically to a central plane of the bridging unit and in the longitudinal direction of the Movement joint extending cavities, between which there is a longitudinal groove in the bridging unit facing away from the movement joint and oriented perpendicular to the plane of the floor covering, the depth of which is at least half the thickness of the bridging unit between the anchoring units.
  • Such a configuration allows the bridging unit on the one hand to compensate for large horizontal joint play and on the other hand also enables the bridging unit to be angled in the region of the longitudinal groove in the event of a greater vertical offset between the building structures.
  • the anchoring units are of F-shaped design and are anchored to the respectively assigned building structure by means of screws at the free end of their connecting leg.
  • Such a design of the anchoring units is particularly expedient if the device is mounted on a structural floor to which, in a subsequent step, a floor covering is to be applied, which is flush with the top of the bridging unit and the terminal strip.
  • anchoring units are L-shaped, with a further, also L-shaped and with its free end facing away from the movement joint on a free L-leg designed as a clamping leg on a side facing the movement joint Longitudinal leg is provided which engages in the groove of the bridging unit.
  • This embodiment is particularly useful when a sealing film separating the floor covering from the building bodies is to be connected to the anchoring units, which is to be angled in the area of the anchoring units from the structural floor and pulled up to the bridging unit.
  • a further embodiment of the invention provides that the bridging unit has a longitudinal groove between a longitudinal leg and the associated clamping leg, into which the terminal strip engages and whose groove reveal facing the longitudinal leg is adapted to the curvature of the terminal strip in the region of a groove opening.
  • the opening cross section of the longitudinal groove can be kept particularly small and even with a large tensile stress within the bridging unit, due to the longitudinal leg absorbing this tensile stress, there is no widening of this longitudinal groove.
  • FIGS. 1 and 2 show a sealing device 1 for a movement joint 2 filled with an insulating material, which is located between two building bodies 3 and 4 is located.
  • the sealing device 1 consists of two anchoring units 5 arranged on opposite sides of the movement joint 2 and connected to the structures 3 and 4 as well as an elastic bridging unit 6.
  • the bridging unit 6 is connected at its longitudinal edges to the anchoring units 5 in such a way that each one is approximately perpendicular from Building body 3, 4 protruding longitudinal leg 7 of an anchoring unit 5 engages in a longitudinal groove 8 in the bridging unit 6 which is open towards the respectively associated building body 3, 4.
  • the anchoring units 5 are furthermore each provided with a clamping leg 9 parallel to the longitudinal leg 7 and arranged on the side of the longitudinal leg 7 facing away from the movement joint 2, around which the bridging unit 6 extends in a W-shape in the region of the respectively assigned longitudinal edge.
  • the bridging unit 6 is fastened to these clamping legs 9, which also protrude perpendicularly from the assigned building structure 3, 4, by means of an adapted W-shaped clamping strip 10 made of a stainless spring steel. Due to the very high pretension of the terminal strip 10, there is a very effective non-positive connection between the bridging unit 6 and the clamping legs 9 of the anchoring units 5. Due to the W-shape of the clamping legs 9 and the adapted W-shape of the terminal strips 10, there is furthermore also a certain form fit between the anchoring units 5 and the bridging unit 6 before.
  • a connecting leg 11 of the anchoring units 5 with an F-shaped cross section is provided in an edge region with countersunk through holes 12 which are arranged in the longitudinal direction of the sealing device 1 and which serve to receive screws 13 with lenticular countersunk heads.
  • a leveling compound 14 is applied to the edge regions of the structures 3 and 4 close to the joint in order to achieve a to obtain level and stable support for the connecting legs 11 of the anchoring units 5.
  • a floor covering 15 is applied and then an intermediate space located between an end face 16 of the floor covering 15 and the terminal strip 10 is filled with a sealing compound 17 essentially flush with the level of the floor covering 15.
  • Fig. 3 shows an alternative sealing device 1 ', in which the anchoring units 5' are essentially L-shaped in cross section.
  • the anchoring units 5' are essentially L-shaped in cross section.
  • a free L-leg designed as a clamping leg 9 ', a further, also L-shaped and with its free end pointing away from the motion joint 2, longitudinal leg 7' is arranged on a side facing the movement joint 2.
  • This longitudinal leg 7 ′ engages in the longitudinal groove 8 in the bridging unit 6, which is identical to that according to FIG. 2.
  • the bridging unit 6 has two cavities 21 which are arranged symmetrically to a central plane of the bridging unit 6 and extend in the longitudinal direction of the movement joint 2 between the longitudinal legs 7 and 7 'of the anchoring units 5 and 5'. Between these cavities 21 there is a longitudinal groove 22 in the bridging unit 6 facing away from the movement joint and oriented perpendicular to the plane of the floor covering 15 or 15 '. The depth of this longitudinal groove 22 is at least half the thickness of the bridging unit 6 in the area between the anchoring units 5 This configuration of the bridging unit 6 achieves very good adaptability both in the case of horizontal and vertical displacements of the building bodies 3 or 3 'and 4 or 4' to one another.
  • FIGS. 2 and 3 also show that the bridging unit 6 has a longitudinal groove 23 between a longitudinal leg 7 or 7 'and the associated clamping leg 9 or 9'.
  • the terminal strip 10 engages with one of its free legs.
  • the groove side 24 facing the longitudinal leg 7 or 7 ' is adapted in the region of a groove opening to the curvature of the terminal strip 10, which means that regardless of the current state of displacement of the building bodies 3 or 3' and 4 or 4 'to be bridged, one always very small opening of the longitudinal groove 23 results.

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)
EP97100171A 1996-01-27 1997-01-08 Dichtungsvorrichtung für eine Bewegungsfuge Withdrawn EP0786566A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19602982A DE19602982C1 (de) 1996-01-27 1996-01-27 Dichtungsvorrichtung für eine Bewegungsfuge
DE19602982 1996-01-27

Publications (1)

Publication Number Publication Date
EP0786566A1 true EP0786566A1 (de) 1997-07-30

Family

ID=7783885

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97100171A Withdrawn EP0786566A1 (de) 1996-01-27 1997-01-08 Dichtungsvorrichtung für eine Bewegungsfuge

Country Status (8)

Country Link
US (1) US5791111A (cs)
EP (1) EP0786566A1 (cs)
CA (1) CA2194506C (cs)
CZ (1) CZ292478B6 (cs)
DE (1) DE19602982C1 (cs)
HU (1) HU221094B1 (cs)
PL (1) PL182248B1 (cs)
SK (1) SK7397A3 (cs)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103541441A (zh) * 2013-09-18 2014-01-29 阿博建材（昆山）有限公司 中间成型网

Families Citing this family (42)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10025178C1 (de) 2000-05-24 2001-10-18 Migua Fugensysteme Gmbh & Co K Dichtungsvorrichtung für eine Bewegungsfuge
US6751918B2 (en) 2000-08-30 2004-06-22 Constuction Research & Technology Gmbh Cover assembly for structural members
US6460214B1 (en) * 2001-03-27 2002-10-08 Ming-Huang Chang Vibration resistive instant responding roadway or bridge expansion joint and construction method of the same
DE10208359A1 (de) * 2002-02-27 2003-09-11 Migua Fugensysteme Gmbh & Co K Dichtungsvorrichtung für eine Bewegungsfuge
EP1516963A1 (en) 2003-09-19 2005-03-23 Siplast-Icopal An expansion joint, and an elastically yielding member for use in an expansion joint
US7757450B2 (en) * 2005-01-13 2010-07-20 Dietrich Industries, Inc. Control joint
US7144190B1 (en) * 2005-06-29 2006-12-05 Saint-Goban Technical Fabrics Canada, Ltd Road surfacing material over roadway joints, method of manufacturing, and method using the same
CN101310084A (zh) * 2005-08-08 2008-11-19 克劳诺斯潘技术有限公司 平齐定位的成形膨胀元件
US20070062137A1 (en) * 2005-09-16 2007-03-22 Vinyl Corp. Screed joints
US8584416B2 (en) * 2005-12-02 2013-11-19 Alabama Metal Industries Corporation Movement control screed
ES2367401T3 (es) * 2006-11-22 2011-11-03 Construction Research And Technology Gmbh Conjunto de cubierta para órganos estructurales.
DE102007051426A1 (de) 2007-10-25 2009-04-30 Migua Fugensysteme Gmbh & Co. Kg Beschichtung von Oberflächen einer Vorrichtung zur Überbrückung einer Dehnfuge mit Edelstahl
US9739050B1 (en) 2011-10-14 2017-08-22 Emseal Joint Systems Ltd. Flexible expansion joint seal system
US10316661B2 (en) 2008-11-20 2019-06-11 Emseal Joint Systems, Ltd. Water and/or fire resistant tunnel expansion joint systems
US9637915B1 (en) 2008-11-20 2017-05-02 Emseal Joint Systems Ltd. Factory fabricated precompressed water and/or fire resistant expansion joint system transition
US9670666B1 (en) 2008-11-20 2017-06-06 Emseal Joint Sytstems Ltd. Fire and water resistant expansion joint system
US11180995B2 (en) 2008-11-20 2021-11-23 Emseal Joint Systems, Ltd. Water and/or fire resistant tunnel expansion joint systems
US10851542B2 (en) 2008-11-20 2020-12-01 Emseal Joint Systems Ltd. Fire and water resistant, integrated wall and roof expansion joint seal system
US9631362B2 (en) 2008-11-20 2017-04-25 Emseal Joint Systems Ltd. Precompressed water and/or fire resistant tunnel expansion joint systems, and transitions
US8365495B1 (en) 2008-11-20 2013-02-05 Emseal Joint Systems Ltd. Fire and water resistant expansion joint system
US8341908B1 (en) 2009-03-24 2013-01-01 Emseal Joint Systems Ltd. Fire and water resistant expansion and seismic joint system
US8813450B1 (en) 2009-03-24 2014-08-26 Emseal Joint Systems Ltd. Fire and water resistant expansion and seismic joint system
AT508847B1 (de) * 2009-09-30 2012-07-15 Reisner & Wolff Engineering Gmbh Vorrichtung zur überbrückung einer dehnfuge
CA2763385A1 (en) 2011-01-12 2012-07-12 Construction Research & Technology Gmbh Expansion joint cover assembly for structural members
US8950154B1 (en) * 2011-06-21 2015-02-10 Scott William Casey SR thermal break device and method of use
CN102493625B (zh) * 2011-12-21 2014-12-10 张家铭 锁扣式板材连接件及其板材
US9068297B2 (en) 2012-11-16 2015-06-30 Emseal Joint Systems Ltd. Expansion joint system
US20150211240A1 (en) * 2014-01-28 2015-07-30 Florin Coca Device and method for preventing debris from falling through a gap
DE102015105092B4 (de) 2015-04-01 2021-12-23 Migua Fugensysteme Gmbh Verfahren zum Überbrücken einer Schwundfuge
US9765486B1 (en) * 2016-03-07 2017-09-19 Schul International Company, LLC Expansion joint seal for surface contact applications
US10767320B2 (en) 2016-10-20 2020-09-08 Watson Bowman Acme Corporation Cover assembly for structural members
US10494818B2 (en) 2016-10-25 2019-12-03 E-Z Bead, Llc Vented stop bead apparatus, vented weep screed apparatus, and related systems and methods thereof
US10358814B2 (en) * 2017-01-10 2019-07-23 Ez Bead, Llc Expansion/control joint for stucco surfaces and related systems and methods
US11091921B2 (en) 2017-09-22 2021-08-17 E-Z Bead, Llc Stop bead for panel-based siding, and related methods and systems
US10648184B2 (en) 2017-09-22 2020-05-12 E-Z Bead, Llc Stop bead for panel-based siding, and related methods and systems
CN110409643B (zh) * 2019-08-03 2020-06-19 安徽亚强节能科技有限公司 一种装配整体式夹芯保温复合板
US11629503B2 (en) 2019-12-13 2023-04-18 E-Z Bead, Llc Bead stop for a wall having interior cement board layer
US11180922B2 (en) 2019-12-13 2021-11-23 E-Z Bead, Llc Bead stop for a wall having in interior cement board layer
DE202020103699U1 (de) * 2020-06-26 2021-09-28 Schlüter-Systems Kg Dehnungsfugenprofilsystem
US11885138B2 (en) 2020-11-12 2024-01-30 Clarkwestern Dietrich Building Systems Llc Control joint
USD1026252S1 (en) 2020-11-12 2024-05-07 Clarkwestern Dietrich Building Systems Llc Control joint
DE202021100478U1 (de) 2021-02-01 2022-05-03 Schlüter-Systems Kg Profilsystem

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3020035A1 (de) * 1980-05-24 1982-01-14 Migua - Mitteldeutsche Gummi- und Asbest Gesellschaft Hammerschmidt GmbH & Co, 5628 Heiligenhaus Bewegungsfugen-dichtungsprofilen4
GB2093885A (en) * 1981-02-06 1982-09-08 Hartkorn Alfred Means to span the joint between structural members of a bridge or like structure
GB2158120A (en) * 1984-04-30 1985-11-06 Alfred Hartkorn Expansion joint seal for bridges or similar structures
DE8902257U1 (de) * 1989-02-25 1989-05-11 Dichtungstechnik GmbH, 4200 Oberhausen Vorrichtung zum Abdecken von Dehnungsfugen in Bauwerken
DE4104401C1 (en) 1991-02-14 1992-08-27 Deflex-Bautentechnik Gmbh, 4600 Dortmund, De Expansion joint structure with 2 metal support profiles - has fastening strip on each profile, away from joint, slidable in longitudinal groove
EP0615828A1 (en) * 1993-03-18 1994-09-21 Konrad Baerveldt Joint seal retaining element

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4184298A (en) * 1978-09-20 1980-01-22 Balco, Inc. Expansion joint filler strip and cover assembly
US4271650A (en) * 1978-11-22 1981-06-09 Construction Specialties, Inc. Expansion joint cover
US4735395A (en) * 1986-02-25 1988-04-05 Quaker Plastic Corporation Interfacial separator for concrete structures
US5048249A (en) * 1990-12-26 1991-09-17 Construction Specialties, Inc. Gasket for flush expansion joint cover

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3020035A1 (de) * 1980-05-24 1982-01-14 Migua - Mitteldeutsche Gummi- und Asbest Gesellschaft Hammerschmidt GmbH & Co, 5628 Heiligenhaus Bewegungsfugen-dichtungsprofilen4
DE3020035C2 (de) 1980-05-24 1985-01-10 Migua Hammerschmidt GmbH, 5628 Heiligenhaus Bewegungsfugen-Dichtungsvorrichtung
GB2093885A (en) * 1981-02-06 1982-09-08 Hartkorn Alfred Means to span the joint between structural members of a bridge or like structure
GB2158120A (en) * 1984-04-30 1985-11-06 Alfred Hartkorn Expansion joint seal for bridges or similar structures
DE8902257U1 (de) * 1989-02-25 1989-05-11 Dichtungstechnik GmbH, 4200 Oberhausen Vorrichtung zum Abdecken von Dehnungsfugen in Bauwerken
DE4104401C1 (en) 1991-02-14 1992-08-27 Deflex-Bautentechnik Gmbh, 4600 Dortmund, De Expansion joint structure with 2 metal support profiles - has fastening strip on each profile, away from joint, slidable in longitudinal groove
EP0615828A1 (en) * 1993-03-18 1994-09-21 Konrad Baerveldt Joint seal retaining element

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103541441A (zh) * 2013-09-18 2014-01-29 阿博建材（昆山）有限公司 中间成型网

Also Published As

Publication number Publication date
HUP9700239A2 (hu) 1998-12-28
US5791111A (en) 1998-08-11
PL318081A1 (en) 1997-08-04
CZ1197A3 (cs) 1998-07-15
CZ292478B6 (cs) 2003-09-17
CA2194506A1 (en) 1997-07-28
CA2194506C (en) 2001-07-24
DE19602982C1 (de) 1997-01-09
HUP9700239A3 (en) 1999-04-28
HU9700239D0 (en) 1997-03-28
HU221094B1 (en) 2002-08-28
SK7397A3 (en) 1997-10-08
PL182248B1 (pl) 2001-11-30

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