EP1359254A2 - Dispositif de recouvrement pour joints de dilatation dans des constructions - Google Patents

Dispositif de recouvrement pour joints de dilatation dans des constructions Download PDF

Info

Publication number: EP1359254A2
Authority: EP; European Patent Office
Prior art keywords: anchor; base leg; profile; positioning means; finger
Prior art date: 2002-04-30
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

EP03009104A

Other languages

German (de)

English (en)

Other versions

EP1359254A3 (fr

EP1359254B1 (fr

Inventor

Georg Michael Wolff

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.)

Reisner & Wolff Engineering GmbH

Reisner and Wolff Engineering GmbH and Co KG

Original Assignee

Reisner & Wolff Engineering GmbH

Reisner and Wolff Engineering 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.)

2002-04-30

Filing date

2003-04-19

Publication date

2003-11-05

2003-04-19 Application filed by Reisner & Wolff Engineering GmbH, Reisner and Wolff Engineering GmbH and Co KG filed Critical Reisner & Wolff Engineering GmbH

2003-04-19 Priority to AT03009104T priority Critical patent/ATE427383T1/de

2003-04-19 Priority to SI200331617T priority patent/SI1359254T1/sl

2003-11-05 Publication of EP1359254A2 publication Critical patent/EP1359254A2/fr

2005-10-26 Publication of EP1359254A3 publication Critical patent/EP1359254A3/fr

2009-04-01 Application granted granted Critical

2009-04-01 Publication of EP1359254B1 publication Critical patent/EP1359254B1/fr

2023-04-19 Anticipated expiration legal-status Critical

Status Expired - Lifetime legal-status Critical Current

Links

Images

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

Definitions

the invention relates to a device for bridging expansion joints on buildings, in particular road and bridge structures, as described in the preamble of claim 1 is.
EP 1 033 442 A1 describes a device for bridging expansion joints an oppositely offset arrangement of finger plates with overlapping ones Fingers - the same applicant - known, the finger plates interchangeable in the Structures anchored anchor profiles are attached, especially screwed. Through the high loads acting on these devices inevitably lead to damage on the finger plates, as well as on the fasteners. An exchange of damaged Parts turns out to be difficult in the known version because of the Anchoring in the building accessibility to the fasteners with tools is impaired. Therefore, it is often necessary to change the finger plates or the fastener is given, a high repair and cost because the substructure has to be completely or partially removed, which also longer-term traffic disruptions exist with such measures.
the problem is that to solve if the substructure over the entire width of the road at short intervals with grooves lying directly under the cover plate in the longitudinal direction of the structure or channels is provided, which to the adjacent asphalt layer and the bridge gap are open.
the water emerging from the asphalt layer is shared with the intermediate the surface water penetrating the finger plates into the drainage path of the transition initiated and discharged.
the drainage grooves can be made from the bridge gap at any time cleaned and freed from the contaminations that impair the function.
the object of the invention is to provide a device for bridging expansion joints To create structures with the expense of maintenance and replacement of parts of the Device is small.
This object of the invention is represented by the characterizing part of claim 1 Characteristics achieved.
the surprising advantage here is that the arrangement a positioning means for the fastening means of the screw connection the dimensions the device for bridging expansion joints can be minimized because for Fasten the finger plate tools only from the freely accessible top of the device are to be used and thus both the initial assembly and a subsequent one Replacing damaged finger plates is simplified.
a further advantageous embodiment is described in claim 5 because it has a high resistance to deformation for deformation-free absorption when tightening the fasteners resulting torque force is reached.
training according to claim 6 is also advantageous, because this makes the application extended fastening screws are made possible, which have an increased degree of expansion, so that the preload force of the screw connection is maintained even with alternating loads remains, which prevents fatigue fractures of the fastening screws.
the training as described in claims 21 to 23 are also advantageous whereby to achieve a total length of the device predetermined by the roadway width Standard lengths can be manufactured and possibly only with end areas Special lengths have to be added. Furthermore, any repairs or replacements are required devices to be renewed that only affect partial areas, only a partial lock of roadways for traffic, which reduces disabilities in traffic handling become.
claims 29 to 30 describe advantageous developments for the whole Design of such a bridging device to meet the requirements regarding Wear, corrosion, and thus the requirements for the longest possible functional period to meet.
This device 1 consists of the structure 5 of the bridge and the abutment 4 itself
Direction of extension of the expansion joint 2 arranged anchor profiles 7, on which finger plates 8 with oppositely interlocking finger arrangements 9, the expansion joint 2 covering, are attached.
the finger plates are detachably connected 8 by means of screw connections 10, formed by fastening screws 11, which with a screw shaft 12, the finger plate 8 and a base leg 13 of the anchor profiles 7 in breakthrough 14 and through fasteners 15, in particular hexagon nuts 16, under the base leg 13.
the anchor profiles 7 extend on both sides of the expansion joint 2 and are in the opposite End areas of the structures, in particular the abutment 4 and the supporting structure 5, via a Width 17 of the buildings, embedded in concrete and often interlocked connectable partial lengths. They are by a thickness 18 of the finger plates 8 compared to a surface 19 of a road surface 20 recessed base legs 13, in particular from a flat steel which runs parallel to the surface 19 and one connection bracket 21 for the road surface 20 and one in the area opposite each other End faces 22 of the abutment 4 and the structure 5 extending vertically Web plate 23 formed. The from the base leg 13, the connection bracket 21 and the Web plate 23 formed anchor profiles 7 are created in a welded construction.
Cross bars 25 are provided for stiffening, on which anchoring bracket 26 in particular are welded from reinforcing steel, on the one hand for positioning the anchor profiles 7 in a reinforcement grid 27 of the structures before casting an assembly receptacle 28 with a concrete filling 29 and anchoring in total in this concrete filling 29 serve.
Positioning means 30 which are a guide arrangement, are arranged on the underside 24 of the base legs 13 Form 31 for the hexagon nuts 16.
these positioning means 30 consist of a U-profile 32, which with legs 33, 34 on the underside 24 of the base leg 13 e.g. are welded by tack seams and with a The longitudinal extension is perpendicular to the web plates 23 and these in a recess 35 project through.
the U-profile 32 is vertical extending leg 36 of the connecting bracket 21 connected by welding.
the positioning means 30 are in the area of the openings 14 for the fastening screws 11 and to the openings 14 with respect to a longitudinal central axis 37 extending symmetrically arranged.
To form the guide arrangement 31 for the hexagon nuts 16 is an inner width 38 of the U-profile 32 slightly larger than a wrench size 39 Hexagon nut 16.
a leg height 40 of the U-profile 32 is greater than a nut height 41, plus any protrusion of the fastening screw 11.
An opening at the front 42 of the U-profile 32 in the region of the web plate 23 is preferably with an insertable Plastic plug 43 closed, which prevents the ingress of contaminants, Moisture concrete etc. in the positioning means 30 is effectively prevented.
the finger plates 8 are now mounted in the at least one hexagon nut 16 is inserted into the positioning means 30 and positioned with respect to the opening 14.
the fastening screw 11 inserted into the openings 14 and screwed to the hexagon nut 16, whereby through the formed guide arrangement 31 of the positioning means 30 a reliable protection against rotation when applying the intended torque for the Given screw 10 and accessibility for a counter tool is not required is.
this also enables the screw connection 10 to be released later
Replacing the fastening means 15 or for exchanging the finger plate 8 is that screw heads 45 in a recess 46 of the finger plate 8 and thus an upper side 47 of the finger plate 8 are not recessed in the finger plate 8.
the screw connections 10 for fastening the finger plates 8 in a single arrangement alternating with a pair Arrangement in the direction of the longitudinal extent of the anchor profile 7 are provided.
an arrangement is provided as an assembly aid, in the case of screw connections 10 arranged in pairs, two of the hexagon nuts 16 at a distance formed by a center distance 48 of the screw connections 10 49 on a carrier strip 50, e.g. made of thin sheet metal, by gluing, latching etc., are fixed and can thus be introduced in a simplified manner into the positioning means 30 and positionally assigned to the openings 14. This enables a very quick Installation, since the position of the hexagon nuts 16 exactly the hole pattern and thus the mounting screws 11 are assigned.
the carrier strip 50 which is expediently provided without a bore, from the hexagon nuts 16 released and can be removed from the positioning means 30 or remain in it. It is also mentioned that even with a single screw connection 10, the application of the carrier strip 50 for positioning the hexagon nut 16 in the positioning means 30 can of course be possible and appropriate.
the carrier strip 50 in the area of the screw passage to be provided with a bore and the hexagon nut 16 on its underside attach e.g. glue, weld, etc.
the carrier strip 50 in particular if this is made of hard material, the function of an insert for pressure distribution take.
FIG. 5 A further variant of the device 1 is shown in FIG. 5.
This is the positioning device 30 for the hexagon nuts 16 of the screw connections 10 preferably by Formed tube 51 is formed, which is parallel to the underside 24 of the base leg 13 and in one Distance 52 is arranged.
the holes 14 for the fastening screws 11 coaxially encompassing pipe sections 53 are provided. These are welded to the base leg 13 and to the shaped tube 51.
FIG. 6 and 7 is another embodiment of the device 1 for fastening the finger plates 8 shown on the anchor profile 7.
the positioning means 30 is reached the one box-like cavity and the guide arrangement 31 for the hexagon nut 16 trains and shields against the concrete filling 29.
a recess 59 is arranged, which consists of a Bore 60 and a subsequent elongated hole 61 is formed.
the bore 60 points has a diameter 62 that is slightly larger than a corner dimension 63 of the hexagon nut 16.
a slot width 64 of the elongated hole 61 is slightly larger than a diameter 65 Fastening screws 11.
Symmetrical to a longitudinal central axis 66 of the recess 59, the shaped tube section 54 is arranged, which has an inner width 67 that is slightly is larger the wrench size 39 of the hexagon nut 16.
An inner distance 70 between transverse side walls 71 is slight larger than twice the corner dimension 63 of the hexagon nut 16.
the hexagon nut 16 in the Area of the bore 60 of the recess 59 inserted into the positioning means 30 and in Direction of the elongated hole 61 in a coinciding with the opening 14 in the finger plate 8 Position shifted.
the mounting screws can now 11 screwed to the hexagon nut 16 and thus the finger plate 8 on the base leg 13 and thus be connected to the anchor profile 7.
the longitudinal central axis 66 of the recess is provided 59 to be arranged at an angle to the direction of the longitudinal extent of the anchor profile 7.
On Angle 72 is smaller or larger than 90 °.
a drainage channel 73 is provided for surface and leachate, which is preferred is formed from a channel-shaped, transparent plastic sheet 74 which is attached to the web plates 23 by means of anchoring means 75 and with which a derivative of the water in the longitudinal direction of the device 1.
a drainage channel 73 is provided for surface and leachate, which is preferred is formed from a channel-shaped, transparent plastic sheet 74 which is attached to the web plates 23 by means of anchoring means 75 and with which a derivative of the water in the longitudinal direction of the device 1.
Drainage slots 76 are provided which extend over the underside 24 of the base leg 13 arranged channels 77 are connected to the flow and thus a leachate - according Arrow 78 - the drainage channel 73 is supplied.
the device 1 Appropriate disposal of part aggressive water is for reasons of corrosion protection and therefore for the long service life the device 1 of special decision. It is also preferred for these reasons at least in some areas the device 1 with a coating 79, e.g. one corrosion-resistant plastic or the like.
a total length 80 of the device is preferred 1, which results from the width 17 for the buildings, from several sections of the Anchor profiles 7 formed with a length 81.
the length 81 is expediently one Grid pitch of the screw connection 10 adapted, resulting in a modular structure and partial series production is achieved. Furthermore, the length 81 is preferably smaller or equal to half the width 17 of the building.
To make the total length 80 have the anchor profiles 7 in end regions 82 connecting flanges 83 for screw connections 84 for mounting on.
the length 81 of the anchor profiles 7 is also preferably an integral multiple a width 85 of the finger plate measured in the direction of the longitudinal extent of the device 1 8 i.e. that to achieve the required total length 80 of the device 1 a
a plurality of finger plates 8 are attached to the anchor profiles 7.
the device 1 for bridging expansion joints 2 of course in the training according to the invention also on steel bridges and / or Steel abutment constructions can be used and compared to the Known solutions has a significantly reduced space requirement, which means that this also for the renovation of existing expansion joints - bridging devices used can be.
FIGS. 1, 2, 3, 4, 5, 6, 7 can be the subject form independent solutions according to the invention.
the relevant invention Tasks and solutions are to the detailed descriptions of these figures remove.

Landscapes

Engineering & Computer Science (AREA)
Architecture (AREA)
Civil Engineering (AREA)
Structural Engineering (AREA)
Bridges Or Land Bridges (AREA)
Road Paving Structures (AREA)
Joining Of Building Structures In Genera (AREA)

EP03009104A 2002-04-30 2003-04-19 Dispositif de recouvrement pour joints de dilatation dans des constructions Expired - Lifetime EP1359254B1 (fr)

Priority Applications (2)

Application Number	Priority Date	Filing Date	Title
AT03009104T ATE427383T1 (de)	2002-04-30	2003-04-19	Vorrichtung zum uberbrucken von dehnungsfugen an bauwerken
SI200331617T SI1359254T1 (sl)	2002-04-30	2003-04-19	Naprava za premoĹˇÄŤanje diletacijskih fug pri konstrukcijah

Applications Claiming Priority (2)

Application Number	Priority Date	Filing Date	Title
AT0066902A AT413989B (de)	2002-04-30	2002-04-30	Vorrichtung zum überbrücken von dehnungsfugen an bauwerken
AT6692002		2002-04-30

Publications (3)

Publication Number	Publication Date
EP1359254A2 true EP1359254A2 (fr)	2003-11-05
EP1359254A3 EP1359254A3 (fr)	2005-10-26
EP1359254B1 EP1359254B1 (fr)	2009-04-01

Family

ID=28795536

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP03009104A Expired - Lifetime EP1359254B1 (fr)	2002-04-30	2003-04-19	Dispositif de recouvrement pour joints de dilatation dans des constructions

Country Status (6)

Country	Link
EP (1)	EP1359254B1 (fr)
AT (2)	AT413989B (fr)
DE (1)	DE50311361D1 (fr)
DK (1)	DK1359254T3 (fr)
PL (1)	PL359915A1 (fr)
SI (1)	SI1359254T1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE102007025159A1 (de) *	2007-05-29	2008-12-04	Maurer Söhne Gmbh & Co. Kg	Verfahren zum Auswechseln von Fahrbahnübergängen, Traversenkastendeckel und Verwendung eines Traversenkastendeckels
WO2011126413A2 (fr)	2011-01-31	2011-10-13	Kozlachkov Sergey Waleriewich	Joint de déformation
WO2016086247A1 (fr) *	2014-12-04	2016-06-09	Xtend Patentverwertungs Og	Agencement de fixation pour plaques à doigts pour des transitions de chaussée
AT15211U1 (de) *	2015-01-15	2017-03-15	Xtend Patentverwertungs Og	Befestigungssystem für Fingerplatten bei Fahrbahnübergängen
AT15212U1 (de) *	2014-12-04	2017-03-15	Xtend Patentverwertungs Og	Befestigungsanordnung für Fingerplatten bei Fahrbahnübergängen
CN115142341A (zh) *	2022-07-26	2022-10-04	陕西融创交通科技有限公司	预制装配式桥梁伸缩装置及安装方法

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE202009003860U1 (de)	2009-03-09	2009-06-18	Muggelberg, Peter	Fahrzeughalterung und elektrische Anschlusseinheit für elektronische Geräte, insbesondere mobile Navigationsgeräte
EP2940225A1 (fr)	2014-04-29	2015-11-04	Mageba GmbH	Dispositif d'enjambement d'un joint de dilatation
DE102016205081A1 (de)	2016-03-29	2017-10-05	Maurer Söhne Engineering GmbH & Co. KG	Übergangskonstruktion zur Überbrückung einer Bauwerksfuge

Citations (1)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP0033442A1 (fr)	1980-02-02	1981-08-12	NEFF-WERKE Carl Neff GmbH	Tables de cuisson encastrables fonctionnant au gaz

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE1235974B (de) *	1962-12-07	1967-03-09	Cie Ind De Precontrainte Et D	Abdeckvorrichtung fuer Dehnungsfugen in Bruecken, Strassen und anderen Ingenieurbauten
DE1231281B (de) *	1963-04-25	1966-12-29	Beteiligungs & Patentverw Gmbh	Abdeckvorrichtung fuer Dehnungsfugen in Verkehrswegen, insbesondere Bruecken
DE3151516C2 (de) *	1981-12-24	1985-04-18	Migua Hammerschmidt GmbH, 5628 Heiligenhaus	Vorrichtung zur Überbrückung von Bewegungsfugen
DE4340566A1 (de) *	1993-11-29	1995-06-01	Mapotrix Gmbh Bedachungszubeho	Vorrichtung zur Abdichtung
DE4433909C2 (de) *	1994-09-22	1997-11-27	Alfred Hartkorn	Fugenüberbrückungsvorrichtung
AT413829B (de) *	1999-03-02	2006-06-15	Reisner & Wolff Eng	Vorrichtung zum überbrücken von dehnfugen in fahrbahnen

2002
- 2002-04-30 AT AT0066902A patent/AT413989B/de not_active IP Right Cessation
2003
- 2003-04-19 AT AT03009104T patent/ATE427383T1/de not_active IP Right Cessation
- 2003-04-19 DK DK03009104T patent/DK1359254T3/da active
- 2003-04-19 DE DE50311361T patent/DE50311361D1/de not_active Expired - Lifetime
- 2003-04-19 SI SI200331617T patent/SI1359254T1/sl unknown
- 2003-04-19 EP EP03009104A patent/EP1359254B1/fr not_active Expired - Lifetime
- 2003-04-29 PL PL03359915A patent/PL359915A1/xx not_active IP Right Cessation

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP0033442A1 (fr)	1980-02-02	1981-08-12	NEFF-WERKE Carl Neff GmbH	Tables de cuisson encastrables fonctionnant au gaz

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE102007025159A1 (de) *	2007-05-29	2008-12-04	Maurer Söhne Gmbh & Co. Kg	Verfahren zum Auswechseln von Fahrbahnübergängen, Traversenkastendeckel und Verwendung eines Traversenkastendeckels
DE102007025159B4 (de)	2007-05-29	2023-10-26	Maurer Söhne Gmbh & Co. Kg	Verfahren zum Auswechseln von Fahrbahnübergängen, Traversenkastendeckel und Verwendung eines Traversenkastendeckels
WO2011126413A2 (fr)	2011-01-31	2011-10-13	Kozlachkov Sergey Waleriewich	Joint de déformation
WO2016086247A1 (fr) *	2014-12-04	2016-06-09	Xtend Patentverwertungs Og	Agencement de fixation pour plaques à doigts pour des transitions de chaussée
AT15212U1 (de) *	2014-12-04	2017-03-15	Xtend Patentverwertungs Og	Befestigungsanordnung für Fingerplatten bei Fahrbahnübergängen
AT15211U1 (de) *	2015-01-15	2017-03-15	Xtend Patentverwertungs Og	Befestigungssystem für Fingerplatten bei Fahrbahnübergängen
CN115142341A (zh) *	2022-07-26	2022-10-04	陕西融创交通科技有限公司	预制装配式桥梁伸缩装置及安装方法

Also Published As

Publication number	Publication date
EP1359254A3 (fr)	2005-10-26
ATE427383T1 (de)	2009-04-15
PL359915A1 (en)	2003-11-03
EP1359254B1 (fr)	2009-04-01
DE50311361D1 (de)	2009-05-14
AT413989B (de)	2006-08-15
DK1359254T3 (da)	2009-08-03
ATA6692002A (de)	2005-11-15
SI1359254T1 (sl)	2009-10-31

Legal Events

Date	Code	Title	Description
2003-09-19	PUAI	Public reference made under article 153(3) epc to a published international application that has entered the european phase	Free format text: ORIGINAL CODE: 0009012
2003-11-05	AK	Designated contracting states	Kind code of ref document: A2 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR
2003-11-05	AX	Request for extension of the european patent	Extension state: AL LT LV MK
2005-09-09	PUAL	Search report despatched	Free format text: ORIGINAL CODE: 0009013
2005-10-26	AK	Designated contracting states	Kind code of ref document: A3 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR
2005-10-26	AX	Request for extension of the european patent	Extension state: AL LT LV MK
2006-02-08	17P	Request for examination filed	Effective date: 20051214
2006-07-05	AKX	Designation fees paid	Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR
2007-04-04	17Q	First examination report despatched	Effective date: 20070301
2008-11-11	GRAP	Despatch of communication of intention to grant a patent	Free format text: ORIGINAL CODE: EPIDOSNIGR1
2009-02-20	GRAS	Grant fee paid	Free format text: ORIGINAL CODE: EPIDOSNIGR3
2009-02-27	GRAA	(expected) grant	Free format text: ORIGINAL CODE: 0009210
2009-04-01	AK	Designated contracting states	Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR
2009-04-01	REG	Reference to a national code	Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH
2009-04-15	REG	Reference to a national code	Ref country code: CH Ref legal event code: EP
2009-04-29	REG	Reference to a national code	Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN
2009-05-14	REF	Corresponds to:	Ref document number: 50311361 Country of ref document: DE Date of ref document: 20090514 Kind code of ref document: P
2009-07-31	REG	Reference to a national code	Ref country code: CH Ref legal event code: NV Representative=s name: ABP PATENT NETWORK SWISS GMBH
2009-08-03	REG	Reference to a national code	Ref country code: DK Ref legal event code: T3
2009-08-04	REG	Reference to a national code	Ref country code: SE Ref legal event code: TRGR
2009-10-28	REG	Reference to a national code	Ref country code: IE Ref legal event code: FD4D
2009-10-30	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090712 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090902 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090401 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090401
2009-10-30	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: DK Payment date: 20090701 Year of fee payment: 7
2009-10-31	BERE	Be: lapsed	Owner name: REISNER & WOLFF ENGINEERING -G. M.B.H. Effective date: 20090430
2009-11-30	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: GB Payment date: 20090702 Year of fee payment: 7 Ref country code: SE Payment date: 20090701 Year of fee payment: 7 Ref country code: SI Payment date: 20090701 Year of fee payment: 7
2010-01-29	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: IE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090401 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090401
2010-02-05	PLBE	No opposition filed within time limit	Free format text: ORIGINAL CODE: 0009261
2010-02-05	STAA	Information on the status of an ep patent application or granted ep patent	Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT
2010-02-08	REG	Reference to a national code	Ref country code: SK Ref legal event code: T3 Ref document number: E 6344 Country of ref document: SK
2010-03-01	REG	Reference to a national code	Ref country code: HU Ref legal event code: AG4A Ref document number: E006604 Country of ref document: HU
2010-03-10	26N	No opposition filed	Effective date: 20100105
2010-03-31	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090701
2010-04-30	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090430
2010-05-31	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090430
2010-05-31	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: SK Payment date: 20100331 Year of fee payment: 8
2010-07-30	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: HU Payment date: 20100625 Year of fee payment: 8
2010-08-31	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090419
2010-10-29	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090702
2010-11-30	EUG	Se: european patent has lapsed
2010-12-13	REG	Reference to a national code	Ref country code: DK Ref legal event code: EBP
2010-12-29	GBPC	Gb: european patent ceased through non-payment of renewal fee	Effective date: 20100419
2010-12-31	REG	Reference to a national code	Ref country code: SI Ref legal event code: KO00 Effective date: 20101126
2011-01-21	REG	Reference to a national code	Ref country code: FR Ref legal event code: ST Effective date: 20101230
2011-02-28	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: SI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100420
2011-03-31	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090401 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100419
2011-04-29	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090419 Ref country code: DK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100503
2011-08-31	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090401
2011-08-31	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: NL Payment date: 20110503 Year of fee payment: 9
2011-09-30	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090401
2011-09-30	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: FR Payment date: 20090915 Year of fee payment: 7
2012-01-04	REG	Reference to a national code	Ref country code: SK Ref legal event code: MM4A Ref document number: E 6344 Country of ref document: SK Effective date: 20110419
2012-01-31	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: HU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110420
2012-02-29	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: SK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110419
2012-07-31	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100430
2012-07-31	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: CZ Payment date: 20120405 Year of fee payment: 10 Ref country code: CH Payment date: 20120426 Year of fee payment: 10
2012-09-28	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: SE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100420
2012-11-14	REG	Reference to a national code	Ref country code: NL Ref legal event code: V1 Effective date: 20121101
2013-03-29	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20121101
2013-11-29	REG	Reference to a national code	Ref country code: CH Ref legal event code: PL
2014-01-31	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20130430 Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20130419 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20130430
2014-04-09	REG	Reference to a national code	Ref country code: DE Ref legal event code: R082 Ref document number: 50311361 Country of ref document: DE Representative=s name: RAU, SCHNECK & HUEBNER PATENTANWAELTE RECHTSAN, DE
2014-05-15	REG	Reference to a national code	Representative=s name: GRAETTINGER MOEHRING VON POSCHINGER PATENTANWA, DE Representative=s name: GRAETTINGER MOEHRING VON POSCHINGER PATENTANWA, DE Ref country code: DE Ref legal event code: R082 Ref document number: 50311361 Country of ref document: DE Effective date: 20140409 Ref country code: DE Ref legal event code: R082 Ref document number: 50311361 Country of ref document: DE Effective date: 20140424 Ref country code: DE Ref legal event code: R081 Ref document number: 50311361 Country of ref document: DE Owner name: MAGEBA-SH AG, CH Free format text: FORMER OWNER: REISNER & WOLFF ENGINEERING GESELLSCHAFT M.B.H., WELS, AT Effective date: 20140409
2019-01-31	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: DE Payment date: 20181031 Year of fee payment: 16
2019-11-01	REG	Reference to a national code	Ref country code: DE Ref legal event code: R119 Ref document number: 50311361 Country of ref document: DE
2020-01-31	PG25	Lapsed in a contracting state [announced via postgrant information from national office to epo]	Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20191101

Publication	Publication Date	Title
EP2483477B1 (fr)	2020-02-19	Dispositif de pontage d'un joint de dilatation
DE2803021A1 (de)	1978-08-03	Baugruppe zur bildung eines niveaugleichen uebergangs einer strasse ueber ein bahnschienenpaar
DE4313105A1 (de)	1994-11-03	Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und ein nach dem Verfahren hergestellter Gleisoberbau
EP0382681B1 (fr)	1993-03-31	Obturateur à enroulement pour recouvrir des joints, en particulier pour joints de dilatation dans des tabliers de pont
DD282487A5 (de)	1990-09-12	Dehnungsfugenverschluss und verfahren zur herstellung
EP1469128A1 (fr)	2004-10-20	Construction de joint de dilatation étanche
DE202020102433U1 (de)	2020-05-27	Betonfertigwand und Betonfertigwandteil
EP1359254B1 (fr)	2009-04-01	Dispositif de recouvrement pour joints de dilatation dans des constructions
DE10004194C2 (de)	2002-04-18	Verfahren zur Fertigung einer festen Schienenfahrbahn auf einer Brücke
EP1039030A1 (fr)	2000-09-27	Voie ferrée sans ballast
EP1846630B1 (fr)	2009-08-05	Element de voie de drainage ou de dallage pour la pose sur couche mince de dalles pour l'assechement ou la ventilation
WO2007042213A1 (fr)	2007-04-19	Procede pour renover un edifice praticable
EP2806067B1 (fr)	2019-12-11	Pont ouvert doté d'une dalle de voie en tôle épaisse et procédé de fabrication d'un pont ouvert
WO2017167830A1 (fr)	2017-10-05	Structure de transition servant au pontage d'un joint de construction
EP2392732B1 (fr)	2013-11-13	Système de pontage pour joints de dilatation
DE202013103285U1 (de)	2013-09-12	Dilatations- und Kontraktionsfugen bei Verkehrsflächen aus Beton
DE10311894A1 (de)	2004-10-14	Belag, bestehend aus einzelnen Platten aus mineralischem Material
DE19649476C2 (de)	2001-04-26	Verfahren und Fugendichtung zum nachträglichen Abdichten von Bauwerksfugen zwischen Betonbauteilen
DE19837080A1 (de)	2000-03-02	Flüssigkeitsbehälter, insbesondere Klärwerksbecken, und Verfahren zur Herstellung einer Abdeckung desselben
EP2194190B1 (fr)	2012-07-25	Dispositif pontant pour un joint de dilatation
DE10222032A1 (de)	2002-12-05	Dichtanordnung
EP2088240B1 (fr)	2015-07-15	Système et procédé de remplissage d'un joint entre un rail et une surface limitrophe
EP0166719A2 (fr)	1986-01-02	Joint d'étanchéité profilé
DE3915483A1 (de)	1989-12-21	Anordnung an einer stossfuge von beton-bodenplatten
EP2829657B1 (fr)	2016-06-29	Joint de dilatation et de contraction pour des surfaces de voies de circulation en béton