EP2053172A2 - Dispositif d'enjambement d'un joint de dilatation doté d'une surface revêtue - Google Patents

Dispositif d'enjambement d'un joint de dilatation doté d'une surface revêtue Download PDF

Info

Publication number: EP2053172A2
Authority: EP; European Patent Office
Prior art keywords: stainless steel; brass; bronze; bridging unit; bridging
Prior art date: 2007-10-25
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

EP08105663A

Other languages

German (de)

English (en)

Other versions

EP2053172A3 (fr

EP2053172B1 (fr

Inventor

Andreas Wolf

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.)

2007-10-25

Filing date

2008-10-27

Publication date

2009-04-29

2008-10-27 Application filed by Migua Fugensysteme GmbH filed Critical Migua Fugensysteme GmbH

2008-10-27 Priority to PL08105663T priority Critical patent/PL2053172T3/pl

2009-04-29 Publication of EP2053172A2 publication Critical patent/EP2053172A2/fr

2011-11-23 Publication of EP2053172A3 publication Critical patent/EP2053172A3/fr

2012-11-28 Application granted granted Critical

2012-11-28 Publication of EP2053172B1 publication Critical patent/EP2053172B1/fr

Status Not-in-force legal-status Critical Current

2028-10-27 Anticipated expiration legal-status Critical

Links

229910001220 stainless steel Inorganic materials 0.000 claims abstract description 43
239000010935 stainless steel Substances 0.000 claims abstract description 43
229910001369 Brass Inorganic materials 0.000 claims abstract description 28
239000010951 brass Substances 0.000 claims abstract description 28
229910000906 Bronze Inorganic materials 0.000 claims abstract description 26
238000004873 anchoring Methods 0.000 claims abstract description 26
239000010974 bronze Substances 0.000 claims abstract description 26
KUNSUQLRTQLHQQ-UHFFFAOYSA-N copper tin Chemical compound [Cu].[Sn] KUNSUQLRTQLHQQ-UHFFFAOYSA-N 0.000 claims abstract description 26
229910052782 aluminium Inorganic materials 0.000 claims abstract description 17
XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 17
239000000853 adhesive Substances 0.000 claims abstract description 5
230000001070 adhesive effect Effects 0.000 claims abstract description 5
239000013013 elastic material Substances 0.000 claims abstract description 5
230000003044 adaptive effect Effects 0.000 claims abstract description 3
239000003822 epoxy resin Substances 0.000 claims abstract description 3
229920000647 polyepoxide Polymers 0.000 claims abstract description 3
238000000576 coating method Methods 0.000 claims description 18
239000011248 coating agent Substances 0.000 claims description 17
239000011888 foil Substances 0.000 claims description 8
238000005253 cladding Methods 0.000 claims description 6
238000007747 plating Methods 0.000 claims description 3
238000010276 construction Methods 0.000 abstract description 3
238000009434 installation Methods 0.000 abstract description 2
239000000463 material Substances 0.000 description 6
238000005299 abrasion Methods 0.000 description 3
239000004033 plastic Substances 0.000 description 3
229910000831 Steel Inorganic materials 0.000 description 2
238000009408 flooring Methods 0.000 description 2
239000004570 mortar (masonry) Substances 0.000 description 2
239000010959 steel Substances 0.000 description 2
238000004026 adhesive bonding Methods 0.000 description 1
150000001875 compounds Chemical class 0.000 description 1
230000001419 dependent effect Effects 0.000 description 1
230000000694 effects Effects 0.000 description 1
230000007613 environmental effect Effects 0.000 description 1
238000001125 extrusion Methods 0.000 description 1
239000003292 glue Substances 0.000 description 1
JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
239000004922 lacquer Substances 0.000 description 1
230000005923 long-lasting effect Effects 0.000 description 1
238000012423 maintenance Methods 0.000 description 1
238000004519 manufacturing process Methods 0.000 description 1
229910052751 metal Inorganic materials 0.000 description 1
239000002184 metal Substances 0.000 description 1
230000000149 penetrating effect Effects 0.000 description 1
238000007789 sealing Methods 0.000 description 1

Images

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

Definitions

the invention relates to a device for bridging a joint between two parts of the structure, with two anchoring units anchored on respective opposite sides of the joint to the respective structural part and a bridging unit connecting the two anchoring units and bridging the joint, the device being dependent on a changing width the joint assumes an adaptive width and wherein the anchoring units and / or the bridging unit are extruded aluminum profiles.
joint profile Devices for bridging an expansion joint, which are also referred to below as joint profile, are constructed such that, with the connection of two structural parts, horizontal relative movements between the two structural parts, as e.g. at bridge or building sections, allow. Such relative movements can be caused by weather conditions, construction conditions or loads on the building parts.
the joint profiles usually consist of two anchoring units, which are fixedly connected to their associated building parts via mounting flanges, and a bridging unit, either from a fixed to the anchoring units flexible or foldable material or two or more to the anchoring units and relative movably mounted rigid component are constructed.
Such trained joint profiles are known in the art. For example, describe the pamphlets CA 2 194 506 . DE 30 20 035 A1 . DE 23 44 225 A1 and CH 548 491 Joint profiles in which the bridging unit consists of an elastic and / or foldable material, wherein in the two latter documents in addition to the anchoring units movable, rigid support member is installed, which supports supporting the elastic bridging member.
Rigid, with respect to the anchoring units movably mounted components as bridging units, which are used in particular for bridge structures are in different versions, for example in the publications DE 197 05 531 A1 and DE 30 50 317 C1 disclosed.
These rigid components are usually made of steel, but can also be made of extruded aluminum or plastic ( DE 20 2005 014 500 U1 ) consist.
joint profiles made of steel are not always visually appealing, in particular, they may after some time have rust marks, which often spread to the adjacent concrete components.
lighter and faster joint profiles made of aluminum or plastic whose appearance remains longer, have the disadvantage that they have lower abrasion resistance due in some cases to insufficient surface hardness and thus to higher costs due to maintenance and renewal.
joint profiles are known from the prior art, which are made entirely of stainless steel.
the considerably higher material costs also have a disadvantageous effect on the joint profiles made of stainless steel.
the anchoring units and / or the bridging unit consist partly of stainless steel and / or brass and / or bronze.
increased demands on the aesthetics of architecture can thus be met in a cost-saving manner, especially if otherwise "silver-colored” stainless steel parts or rather “gold-colored” brass parts or bronze-colored parts are used in the building.
the inventively proposed "real metal coatings" are characterized by improved durability.
a preferred embodiment is that in the installed state of the device only the visible surface areas made of stainless steel and / or brass and / or Bonze exist, resulting in high abrasion resistance of the tread surface and long-lasting good appearance to a material saving and thus cost savings.
all visible surface areas in the installed state of the device should advantageously consist of stainless steel and / or brass and / or bronze.
a further embodiment provides that the aluminum extruded profiles are coated with stainless steel and / or brass and / or bronze.
the coating may consist of a stainless steel, brass or bronze foil or a stainless steel or brass or bronze cladding, which in turn leads to an additional material savings, without affecting the appearance or the abrasion resistance.
For a good adhesion of the coating on the aluminum extruded profile it should be materially connected to the aluminum extruded profile. This can be done in particular by gluing, wherein as a glue for preferably a two-component epoxy resin adhesive is provided.
the foil or plating is folded from stainless steel, brass or bronze and covers two mutually at an angle and separated by an edge surfaces of the aluminum extruded profile. This leads to an additional hold of the film or the cladding on the aluminum extruded profile.
the bridging unit consists at least partially of a rubber-elastic material.
the bridging unit is advantageously connected at the opposite ends of the side parts with the respectively associated anchoring unit articulated.
the stainless steel, brass or bronze coating in a range of At the ends of the side parts located rotary joint bushings has a curved end portion. This curved end portion extends below an edge of a hinge mount into a gap area between this hinge mount and the pivot socket.
a particular embodiment of the invention provides that the width of the bridging unit can be changed by virtue of the fact that two parts of the rigidly executed bridging unit are slidable into one another in the manner of a tongue and groove connection. This allows a high degree of motion compensation for relative movements of the building parts due to weather conditions, different construction conditions or loads with simultaneous high load capacity perpendicular to the surface of the joint profile.
FIG. 1 a cross-section through a device 1 according to the invention for bridging an expansion joint 2 of two structural parts 3 is shown.
This device 1 which is mainly made of extruded aluminum, consists of two anchoring units 4, each of which is constructed of a mounting flange 9 and a hinge mount 10, and of a bridging unit 5, which is composed of two side parts 7 and a middle part 6 movably mounted in the latter.
Parts of the bridging unit 5 can also be made in special embodiments of a rubber-elastic material.
Under the mounting flanges 9 is a layer of mounting mortar 8, which serves to compensate for unevenness of the building parts 3.
FIG. 2 illustrates the anchoring units 4 by means of anchors 11 attached to the building parts 3.
the seated on the mounting flanges 9 pivot supports 10 are secured by screws 17.
On the hinge brackets 10 are expansion joint side pivot axes 19 a n-brought sitting in the assembled state of the device 1 in pivot bushings 20 of the side parts 7 of the bridging unit 5 to form hinges 18, which serve to compensate for vertical relative movements of the building parts 3, as they can occur by settling or even loads of building parts 3 perpendicular to the joint profile surface.
the side parts 7 of the bridging unit 5 at one end of the aforementioned rotary joint bushing 20, the other end is formed from a expansion joint side tapered upper cheek 12 and a lower cheek 13, which together form a groove 14 in which the Middle part 6 of the bridging unit 5 is mounted laterally movable.
the middle part 6 also has on the two building-side ends on its underside each have a skirt 15, which together with the edge strips 16, which are each at the expansion joint ends on the top of the two lower cheeks 13, slipping out of the middle part 6 from the grooves 14 should prevent.
Both the upper side of the central part 6 and the upper sides of the two upper cheeks 12 of the side parts 7 and the upper sides of the two swivel mounts 10 are provided with a stainless steel coating 23, which may consist of a glued stainless steel foil or stainless steel cladding (stainless steel sheet).
a stainless steel coating 23 By coating the top of the swivel mounts 10 with stainless steel foil or in the form of a stainless steel plating also the fastening screws 17 which connect the swivel mounts 10 with the mounting flanges 9, protected against environmental influences or against disassembly by unauthorized persons.
the stainless steel coating 23 should have a thickness of about 1.0 mm and is in the FIGS. 1 to 3 shown for better identification by a thickened line.
this located on the upper part of the pivot bushes 20 area 24 can be covered with a stainless steel coating 23.
the stainless steel coating 23 is curved on the outer side of the upper part of the pivot bushings 20 around this and led around and glued. In this case, then the stainless steel coating 23 extends under an edge 25 of the pivot bracket 10 in the gap between the upper part of the pivot bushing 20 and the pivot bracket 10 in, to the extent that in any angular position of the pivot joint 18 from the surface sides of the anchoring units 4 and Bridging 5 ago only the stainless steel coating 23 can be seen. This ensures a uniform, good surface appearance at all times.
the sealing of the gap between the pivot bushes 20 and the pivot supports 10 by cord-shaped seals 22 is not affected by this alternative embodiment.

Landscapes

Engineering & Computer Science (AREA)
Architecture (AREA)
Physics & Mathematics (AREA)
Electromagnetism (AREA)
Civil Engineering (AREA)
Structural Engineering (AREA)
Building Environments (AREA)
Finishing Walls (AREA)
Bridges Or Land Bridges (AREA)

EP08105663A 2007-10-25 2008-10-27 Dispositif d'enjambement d'un joint de dilatation doté d'une surface revêtue Not-in-force EP2053172B1 (fr)

Priority Applications (1)

Application Number	Priority Date	Filing Date	Title
PL08105663T PL2053172T3 (pl)	2007-10-25	2008-10-27	Urządzenie do przekrycia szczeliny dylatacyjnej mające powlekaną powierzchnię

Applications Claiming Priority (1)

Application Number	Priority Date	Filing Date	Title
DE102007051426A DE102007051426A1 (de)	2007-10-25	2007-10-25	Beschichtung von Oberflächen einer Vorrichtung zur Überbrückung einer Dehnfuge mit Edelstahl

Publications (3)

Publication Number	Publication Date
EP2053172A2 true EP2053172A2 (fr)	2009-04-29
EP2053172A3 EP2053172A3 (fr)	2011-11-23
EP2053172B1 EP2053172B1 (fr)	2012-11-28

Family

ID=40228073

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP08105663A Not-in-force EP2053172B1 (fr)	2007-10-25	2008-10-27	Dispositif d'enjambement d'un joint de dilatation doté d'une surface revêtue

Country Status (4)

Country	Link
EP (1)	EP2053172B1 (fr)
DE (1)	DE102007051426A1 (fr)
ES (1)	ES2400305T3 (fr)
PL (1)	PL2053172T3 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP3680419A1 (fr) *	2019-01-14	2020-07-15	MIGUA Fugensysteme GmbH	Dispositif de recouvrement de joint de dilatation
CN111877572A (zh) *	2020-08-27	2020-11-03	中机中联工程有限公司	建筑外围护结构伸缩构造系统
CN114263104A (zh) *	2022-01-18	2022-04-01	西安茜草工程技术有限公司	一种桥梁伸缩缝装置

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE102012107901B3 (de)	2012-08-28	2013-09-19	Migua Fugensysteme Gmbh & Co. Kg	Fugenprofil für eine Bewegungsfuge

Citations (19)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
US3659390A (en)	1970-11-02	1972-05-02	Balco Inc	Expansion joint cover assembly
CH548491A (de)	1971-03-27	1974-04-30	Hammerschmidt Migua Mitteldeut	Vorrichtung zur abdeckung einer fussbodendehnungsfuge.
DE2344225A1 (de)	1973-09-01	1975-03-13	Hammerschmidt & Co Migua	Abdeckprofil fuer dehnungsfugen
DE3020035A1 (de)	1980-05-24	1982-01-14	Migua - Mitteldeutsche Gummi- und Asbest Gesellschaft Hammerschmidt GmbH & Co, 5628 Heiligenhaus	Bewegungsfugen-dichtungsprofilen4
DE3015011C2 (de)	1980-04-18	1984-03-01	Donau-Eisen Stahlbau Gmbh, 8070 Ingolstadt	Vorrichtung zum Überbrücken einer Dehnungsfuge
DE3426461C1 (de)	1984-07-18	1985-10-17	P. Schulte-Stemmerk KG für Industrie und Handel, 4100 Duisburg	Dichtungsvorrichtung
DE3050317C1 (de)	1980-04-18	1985-10-31	Donau-Eisen Stahlbau Gmbh, 8070 Ingolstadt	Vorrichtung zum UEberbruecken einer Dehnungsfuge
DE4104402A1 (de)	1991-02-14	1992-08-20	Deflex Bautentechnik Gmbh	Dehnfugenkonstruktion
EP0499854A1 (fr)	1991-02-19	1992-08-26	Construction Specialties, Inc.	Couvre-joint antisismique
DE4341224A1 (de)	1993-02-06	1994-08-11	Heinrich Pulm Gmbh	Verschlußvorrichtung
US5406763A (en)	1992-09-01	1995-04-18	Al-Saleh; Abdul A. A.	Tiling networks with geometrical and ornamental patterns
DE4403383A1 (de)	1994-02-04	1995-08-10	Deflex Bautentechnik Gmbh	Anordnung zur Begrenzung von Boden- oder Wandflächen
CA2194506A1 (fr)	1996-01-27	1997-07-28	Torsten Beenders	Dispositif d'etancheite pour joint de tassement
DE19646811C1 (de)	1996-11-13	1998-02-05	Deflex Bautentechnik Gmbh	Wasserdichte Dehnfugen-Profilanordnung
DE19645637C1 (de)	1996-11-06	1998-02-26	Deflex Bautentechnik Gmbh	Fugenanordnung für eine Feldbegrenzungsfuge
DE19705531A1 (de)	1997-02-13	1998-08-20	Maurer Friedrich Soehne	Vorrichtung zur Überbrückung von Dehnfugen
DE19709745A1 (de)	1997-03-10	1998-09-24	Deflex Bautentechnik Gmbh	Dehnfugenkonstruktion
DE19753937C1 (de)	1997-12-05	1999-05-27	Deflex Bautentechnik Gmbh	Anordnung zur Begrenzung von feldartig aufgeteilten Belägen eines Bauwerks
DE202005014500U1 (de)	2004-09-24	2005-12-01	Migua Fugensysteme Gmbh & Co. Kg	Überfahrbares Fugenprofil

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* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
FR1500668A (fr) *	1966-11-17	1967-11-03	Secomastic Ltd	Perfectionnements aux garnitures d'étanchéité en bandes
DE8405831U1 (de) *	1984-02-25	1984-08-02	Industrieböden Gottfried Schmitz GmbH & Co KG, 5000 Köln	Bauwerkstrennfugenprofil
DE8423936U1 (de) *	1984-08-11	1984-11-08	Migua Hammerschmidt GmbH, 5628 Heiligenhaus	Vorrichtung zum verschliessen einer fuge mit einem elastischen ueberbrueckungsprofil
DE3529877C1 (en) *	1985-08-21	1987-09-10	Schulte Stemmerk Kg	Apparatus for bridging expansion joints
DE29814329U1 (de) *	1998-08-10	1998-12-03	ESN Bauprofile GmbH, 94544 Hofkirchen	Dehnungsfugenprofil
DE10141480B4 (de) *	2001-08-29	2006-07-27	Richard Malcher	Dehnungsprofil

2007
- 2007-10-25 DE DE102007051426A patent/DE102007051426A1/de not_active Withdrawn
2008
- 2008-10-27 EP EP08105663A patent/EP2053172B1/fr not_active Not-in-force
- 2008-10-27 PL PL08105663T patent/PL2053172T3/pl unknown
- 2008-10-27 ES ES08105663T patent/ES2400305T3/es active Active

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
US3659390A (en)	1970-11-02	1972-05-02	Balco Inc	Expansion joint cover assembly
CH548491A (de)	1971-03-27	1974-04-30	Hammerschmidt Migua Mitteldeut	Vorrichtung zur abdeckung einer fussbodendehnungsfuge.
DE2344225A1 (de)	1973-09-01	1975-03-13	Hammerschmidt & Co Migua	Abdeckprofil fuer dehnungsfugen
DE3015011C2 (de)	1980-04-18	1984-03-01	Donau-Eisen Stahlbau Gmbh, 8070 Ingolstadt	Vorrichtung zum Überbrücken einer Dehnungsfuge
DE3050317C1 (de)	1980-04-18	1985-10-31	Donau-Eisen Stahlbau Gmbh, 8070 Ingolstadt	Vorrichtung zum UEberbruecken einer Dehnungsfuge
DE3020035A1 (de)	1980-05-24	1982-01-14	Migua - Mitteldeutsche Gummi- und Asbest Gesellschaft Hammerschmidt GmbH & Co, 5628 Heiligenhaus	Bewegungsfugen-dichtungsprofilen4
DE3426461C1 (de)	1984-07-18	1985-10-17	P. Schulte-Stemmerk KG für Industrie und Handel, 4100 Duisburg	Dichtungsvorrichtung
DE4104402A1 (de)	1991-02-14	1992-08-20	Deflex Bautentechnik Gmbh	Dehnfugenkonstruktion
EP0499854A1 (fr)	1991-02-19	1992-08-26	Construction Specialties, Inc.	Couvre-joint antisismique
US5406763A (en)	1992-09-01	1995-04-18	Al-Saleh; Abdul A. A.	Tiling networks with geometrical and ornamental patterns
DE4341224A1 (de)	1993-02-06	1994-08-11	Heinrich Pulm Gmbh	Verschlußvorrichtung
DE4403383A1 (de)	1994-02-04	1995-08-10	Deflex Bautentechnik Gmbh	Anordnung zur Begrenzung von Boden- oder Wandflächen
CA2194506A1 (fr)	1996-01-27	1997-07-28	Torsten Beenders	Dispositif d'etancheite pour joint de tassement
DE19645637C1 (de)	1996-11-06	1998-02-26	Deflex Bautentechnik Gmbh	Fugenanordnung für eine Feldbegrenzungsfuge
DE19646811C1 (de)	1996-11-13	1998-02-05	Deflex Bautentechnik Gmbh	Wasserdichte Dehnfugen-Profilanordnung
DE19705531A1 (de)	1997-02-13	1998-08-20	Maurer Friedrich Soehne	Vorrichtung zur Überbrückung von Dehnfugen
DE19709745A1 (de)	1997-03-10	1998-09-24	Deflex Bautentechnik Gmbh	Dehnfugenkonstruktion
DE19753937C1 (de)	1997-12-05	1999-05-27	Deflex Bautentechnik Gmbh	Anordnung zur Begrenzung von feldartig aufgeteilten Belägen eines Bauwerks
DE202005014500U1 (de)	2004-09-24	2005-12-01	Migua Fugensysteme Gmbh & Co. Kg	Überfahrbares Fugenprofil

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP3680419A1 (fr) *	2019-01-14	2020-07-15	MIGUA Fugensysteme GmbH	Dispositif de recouvrement de joint de dilatation
US11021869B2 (en) *	2019-01-14	2021-06-01	Migua Fugensysteme Gmbh	Gap bridging device
CN111877572A (zh) *	2020-08-27	2020-11-03	中机中联工程有限公司	建筑外围护结构伸缩构造系统
CN114263104A (zh) *	2022-01-18	2022-04-01	西安茜草工程技术有限公司	一种桥梁伸缩缝装置

Also Published As

Publication number	Publication date
PL2053172T3 (pl)	2013-05-31
ES2400305T3 (es)	2013-04-09
EP2053172A3 (fr)	2011-11-23
DE102007051426A1 (de)	2009-04-30
EP2053172B1 (fr)	2012-11-28

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