EP1614808A1 - Überbrückungsvorrichtung - Google Patents

Überbrückungsvorrichtung Download PDF

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Publication number
EP1614808A1
EP1614808A1 EP04015930A EP04015930A EP1614808A1 EP 1614808 A1 EP1614808 A1 EP 1614808A1 EP 04015930 A EP04015930 A EP 04015930A EP 04015930 A EP04015930 A EP 04015930A EP 1614808 A1 EP1614808 A1 EP 1614808A1
Authority
EP
European Patent Office
Prior art keywords
bridging device
superstructure
width
profiles
edge profiles
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Withdrawn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
EP04015930A
Other languages
German (de)
English (en)
French (fr)
Inventor
Gianni Moor
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.)
Mageba SA
Original Assignee
Mageba SA
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 Mageba SA filed Critical Mageba SA
Priority to EP04015930A priority Critical patent/EP1614808A1/de
Priority to JP2007519709A priority patent/JP2008505268A/ja
Priority to RU2006146012/03A priority patent/RU2379410C2/ru
Priority to KR1020077002320A priority patent/KR101228655B1/ko
Priority to PL05760037T priority patent/PL1763613T3/pl
Priority to AT05760037T priority patent/ATE442484T1/de
Priority to PCT/EP2005/007280 priority patent/WO2006002992A2/de
Priority to EP05760037A priority patent/EP1763613B1/de
Priority to DE502005008111T priority patent/DE502005008111D1/de
Priority to CN2005800292102A priority patent/CN101023221B/zh
Publication of EP1614808A1 publication Critical patent/EP1614808A1/de
Priority to US11/620,160 priority patent/US20070199267A1/en
Withdrawn legal-status Critical Current

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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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints

Definitions

  • the present invention relates to a bridging device for a arranged between an abutment and a superstructure expansion joint in a driveable structure, wherein the abutment and the superstructure have adjacent the expansion joint recesses, which are filled with polymer concrete, in each of which a holding portion of a metallic edge profile is embedded , And extends between the two edge profiles an elastic sealing profile, which is sealingly connected to the two edge profiles.
  • Bridging devices as used in particular on road bridges to compensate for the thermal expansion caused changes in the length of the superstructure, are known in different designs and in use. Differences are in particular bridging devices with lamellae, which are arranged within the joint gap between and parallel to the joint edges and are supported on the expansion joint bridging trusses, on the one hand and lamellar bridging devices on the other. Bridging devices with slats are particularly suitable for bridging expansion joints with a comparatively large working range (difference between maximum and minimum joint width). However, they are relatively expensive to produce, require a large installation space and also the installation is complicated and time consuming.
  • bridging devices without lamellae, in which both the production and the installation are associated with less effort.
  • edge profiles not directly to the supporting structure of the superstructure and the abutment (ie in the case of execution of abutment and superstructure with a Substructure and a road surface applied thereto on the substructure) must be anchored but rather on their holding sections in which the recesses of the abutment or the superstructure filling polymer concrete are sufficiently anchored, which does not preclude that in addition they also selectively in individual cases directly to the respective support structure are anchored, which can be determined by means of appropriate Behelfsanker the installation position of the edge profiles.
  • a disadvantage of known bridging devices of the generic type is that their use is limited because of otherwise unacceptably high stress on applications with a maximum working range of about 80mm.
  • Object of the present invention is to provide a characterized by a particularly low manufacturing and assembly costs bridging device of the generic, can be bridged with the expansion joints with a larger work area, as is possible with conventional bridging devices of the generic type.
  • bridging devices according to the invention can also be used on structures in which the working range of the expansion joint is up to 100 mm or even more. This opens up, as explained, in many respects extremely attractive bridging device of the type specified recognizable entirely new applications.
  • the present invention also with regard to the conversion of existing structures with replacement of conventional bridging devices of any type by those of the present invention.
  • the bridging device according to the invention manages with a minimum installation space in height, so that typically - In the case of the execution of abutment and superstructure with a substructure (in particular of structural concrete) and a road surface applied thereon (especially asphalt) - the thickness of the road surface sufficient for the accommodation of the bridging device.
  • the recess to be filled with polymer concrete generally does not have to extend into the substructure.
  • the extremely short time required for the installation of the bridging device according to the invention which contributes significantly that it requires no direct anchoring of the edge profiles in the respective support structure of the abutment and the superstructure.
  • the correspondingly short installation time for the bridging device according to the invention leads to a minimal duration of the blocking of the corresponding structure during its conversion.
  • edge profiles of the Kochbrükkungsvoriques are not anchored directly in the support structure of abutment and superstructure, but their position assurance is done exclusively by anchoring in the polymer concrete, the recesses in the adjacent to the expansion joint Areas of abutment and superstructure fills.
  • a between the underside of the edge profile and the abutment or the superstructure below the recess extending, in particular attached to the edge profile Abschalblech, which is to be filled with polymer concrete space for Fugue limited in this sense is not to be understood as a (load-bearing) anchoring of the corresponding edge profile on the supporting structure.
  • An additional punctiform anchoring of the edge profiles of the respective support structure is, however, in the context of the present invention quite possible, in particular to keep the edge profiles during assembly of the Matterbrükkungsvoroplasty in its installed position.
  • the width of the recesses of the road surface between the 2,4- times 4.0 times the working range of the expansion joint, more preferably between 2.8 times and 3.3 times the working range of the expansion joint.
  • the holding sections of the edge profiles having polymer concrete filled openings.
  • the area of those breakthroughs is preferably in each case at least 120 cm 2 , particularly preferably at least 180 cm 2 .
  • the polymer concrete during installation of the bridging device according to the invention can be filled easily and reliably in the lying below the respective holding portion portion of the recess.
  • a preferred development of the invention is characterized in that the width of the edge profiles together with their holding sections more than 0.8 times the value of the width of the recesses, more preferably more than 0.85 times the value of the width of the recesses is.
  • the total area of the apertures of each holding section is between 0.8 times and 2.0 times the area (length x width) of the expansion joint at its mean width.
  • the shape of the apertures is not severely limited, it is still particularly advantageous if the apertures are substantially rectangular and their lengthwise extension is between 1.4 times and 3.0 times the width of each other two remaining adjacent openings breakthroughs is. This in turn also contributes to particularly favorable conditions when installing the bridging device according to the invention as well as during its use.
  • a rectangular shape of the openings is not mandatory. Rather, these too circular, oval, elliptical or otherwise executed.
  • the tooth profiles are screwed to the edge profiles. This proves to be favorable in particular with regard to a quick mounting of the bridging device. Because of those threaded holes of the edge profiles, are screwed into the later serving the attachment of the tooth profiles screws, first Spreaders can be bolted to the edge profiles, which are placed on the road surfaces of the superstructure and the abutment outside of the recesses to the edge profiles in their installed position to hold and level. After setting the polymer concrete, the screws are loosened, the transfer spreaders removed and the tooth profiles screwed to the edge profiles.
  • the present invention allows for considerable freedom of design.
  • sinusoidal tooth profiles and zigzag-shaped tooth profiles with more or less rounded tips are possible.
  • the respective tips of the teeth can be slightly bevelled.
  • the tooth height is adapted to the working area of the expansion joints.
  • edge profiles used in the context of the present invention can be made in one piece. Most preferably, however, they are joined together from several parts, in particular by each of the edge profiles comprises a fastening strip which is welded to a base strip comprising the holding portion and attached to the associated tooth profile is. This development is particularly advantageous with regard to the production costs for the edge profiles.
  • the sealing profile is designed as a bumped hollow profile, wherein the bump extends into the space bounded laterally by the two fastening strips and above by the two tooth profiles.
  • a sealing profile see DE 29907832 U1 particularly takes into account the large working range of the bridging device which is possible by means of the present invention. It also prevents the accumulation of excessive amounts of dirt in the area above the seal.
  • a corresponding embodiment of the sealing profile is in the same way favorable for one-piece edge profiles.
  • a H is provided in the region of the transition from the abutment or superstructure to the polymer concrete in the region of the road surface.
  • this H seals the transition from the road surface to the polymer concrete.
  • the bridging device 1 shown in the drawing serves to bridge an expansion joint 2, as provided in a navigable structure such as in particular a bridge between an abutment 3 and a superstructure 4.
  • the abutment 3 comprises an existing concrete construction substructure 5 and applied thereon, about 100mm thick pavement 6 of asphalt, between the substructure 5 and the pavement 6, a waterproof insulation 7 is arranged.
  • the superstructure 4 is executed.
  • Adjacent to the expansion joint 2 of the road surface 6 is recessed both on the abutment 3 and on the superstructure 4, on a width of about 300mm.
  • the insulation 7 is largely removed in the region of the recesses 8; a narrow edge region 9 of the insulation 7 is, however, left standing in the region of the recess 8 in order to provide a connection of the insulation 7 to the polymer concrete 10, with which the recesses 8 are filled and whose surface 11 is flush with the surface 12 of the adjacent road surface 6.
  • the exposed surface of the structural concrete is dry and sandblasted prior to the casting of the polymer concrete 10.
  • the with the polymer concrete eg "Roboflex Plus" Fa. Mageba SA, CH -Bülach) areas to be filled are limited to the expansion joint 2 in each case by a Abschalblech 13, which is attached to the corresponding edge profile 14.
  • a respective holding portion 16 of a metallic edge profile 14 is embedded, which is composed of two strips welded together, namely a base strip 17 which surrounds the holding section 16 and a fastening strip 18 welded thereto.
  • the fastening strips have threaded bores 19, are screwed into the fastening screws 20, which serve the attachment of a respective tooth profile 21 on the associated edge profile 14.
  • the surfaces 22 of the tooth profiles 21 terminate with the surfaces 11 and 12 of the polymer concrete 10 and the associated roadway covering 6.
  • the tooth height is about 100mm, resulting in a working range of the lock-up device 1 of about 100mm.
  • the sealing profile 27 is designed as a bump-hollow profile, wherein the bump 30 extends into the laterally by the two fastening strips 18 and above through the two tooth profiles 21 limited space inside.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Seal Device For Vehicle (AREA)
  • Window Of Vehicle (AREA)
EP04015930A 2004-07-07 2004-07-07 Überbrückungsvorrichtung Withdrawn EP1614808A1 (de)

Priority Applications (11)

Application Number Priority Date Filing Date Title
EP04015930A EP1614808A1 (de) 2004-07-07 2004-07-07 Überbrückungsvorrichtung
AT05760037T ATE442484T1 (de) 2004-07-07 2005-07-06 Überbrückungsvorrichtung
RU2006146012/03A RU2379410C2 (ru) 2004-07-07 2005-07-06 Перекрывающее устройство
KR1020077002320A KR101228655B1 (ko) 2004-07-07 2005-07-06 브릿지 장치
PL05760037T PL1763613T3 (pl) 2004-07-07 2005-07-06 Urządzenie dylatacyjne
JP2007519709A JP2008505268A (ja) 2004-07-07 2005-07-06 架橋装置
PCT/EP2005/007280 WO2006002992A2 (de) 2004-07-07 2005-07-06 Überbrückungsvorrichtung
EP05760037A EP1763613B1 (de) 2004-07-07 2005-07-06 Überbrückungsvorrichtung
DE502005008111T DE502005008111D1 (de) 2004-07-07 2005-07-06 Überbrückungsvorrichtung
CN2005800292102A CN101023221B (zh) 2004-07-07 2005-07-06 搭接装置
US11/620,160 US20070199267A1 (en) 2004-07-07 2007-01-05 Bridging Device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP04015930A EP1614808A1 (de) 2004-07-07 2004-07-07 Überbrückungsvorrichtung

Publications (1)

Publication Number Publication Date
EP1614808A1 true EP1614808A1 (de) 2006-01-11

Family

ID=34925646

Family Applications (2)

Application Number Title Priority Date Filing Date
EP04015930A Withdrawn EP1614808A1 (de) 2004-07-07 2004-07-07 Überbrückungsvorrichtung
EP05760037A Active EP1763613B1 (de) 2004-07-07 2005-07-06 Überbrückungsvorrichtung

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP05760037A Active EP1763613B1 (de) 2004-07-07 2005-07-06 Überbrückungsvorrichtung

Country Status (10)

Country Link
US (1) US20070199267A1 (ja)
EP (2) EP1614808A1 (ja)
JP (1) JP2008505268A (ja)
KR (1) KR101228655B1 (ja)
CN (1) CN101023221B (ja)
AT (1) ATE442484T1 (ja)
DE (1) DE502005008111D1 (ja)
PL (1) PL1763613T3 (ja)
RU (1) RU2379410C2 (ja)
WO (1) WO2006002992A2 (ja)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202010009204U1 (de) 2010-06-07 2010-09-16 Cdk Zarmutek Gbr (Vertretungsberechtigter Gesellschafter: Herrnclaus F. Zarmutek, 57234 Wilnsdorf-Niederdielfen) Fahrbahnübergangssystem
CN102493337A (zh) * 2011-12-15 2012-06-13 宁波路宝科技实业集团有限公司 一种减振降噪型桥梁伸缩缝装置
EP3351686A4 (en) * 2015-09-15 2019-05-08 Jinhyung Construction Co., Ltd. BRIDGE EXPANSION JOINT DEVICE

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KR100841796B1 (ko) * 2007-10-25 2008-06-27 김해영 도로구조물의 신축이음부 시공방법
US10316661B2 (en) 2008-11-20 2019-06-11 Emseal Joint Systems, Ltd. Water and/or fire resistant tunnel expansion joint systems
US9631362B2 (en) 2008-11-20 2017-04-25 Emseal Joint Systems Ltd. Precompressed water and/or fire resistant tunnel expansion joint systems, and transitions
US9739050B1 (en) 2011-10-14 2017-08-22 Emseal Joint Systems Ltd. Flexible expansion joint seal system
US11180995B2 (en) 2008-11-20 2021-11-23 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
US8365495B1 (en) 2008-11-20 2013-02-05 Emseal Joint Systems Ltd. Fire and water resistant expansion joint system
US10851542B2 (en) 2008-11-20 2020-12-01 Emseal Joint Systems Ltd. Fire and water resistant, integrated wall and roof expansion joint seal system
US9670666B1 (en) 2008-11-20 2017-06-06 Emseal Joint Sytstems Ltd. Fire and water resistant expansion joint system
US8813450B1 (en) 2009-03-24 2014-08-26 Emseal Joint Systems Ltd. Fire and water resistant expansion and seismic joint system
US8341908B1 (en) 2009-03-24 2013-01-01 Emseal Joint Systems Ltd. Fire and water resistant expansion and seismic joint system
GB201115940D0 (en) * 2011-09-14 2011-10-26 Permaban Ltd Movement joint
CA2852983A1 (en) * 2011-10-19 2013-04-25 Hans Voet Article of manufacture made of composite material, for incorporation into a civil engineering structure
AR090164A1 (es) * 2012-02-27 2014-10-22 Hengelhoef Concrete Joints Mfg Nv Junta de expansion
US9068297B2 (en) 2012-11-16 2015-06-30 Emseal Joint Systems Ltd. Expansion joint system
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
KR101643734B1 (ko) * 2014-01-09 2016-07-28 신원수 콘크리트 크랙 유도용 신축줄눈 설치방법 및 그 장치
KR101795337B1 (ko) * 2017-01-25 2017-11-08 주식회사 케이이테크 걸침판부를 가지는 핑거 조인트
US10087591B1 (en) * 2017-10-17 2018-10-02 Watson Bowman Acme Corporation Expansion joint system
CN109778687B (zh) * 2017-11-14 2020-12-22 长沙理工大学 一种装配组合可更换模数式伸缩装置及其制备工艺
CN109987309B (zh) * 2019-05-06 2021-06-25 义乌市君胜科技有限公司 建筑物料的预储备装置
CN110409755B (zh) * 2019-07-25 2020-09-08 中泰建工(北京)建筑工程有限公司 一种建筑装修地面防水结构
US11987942B2 (en) * 2019-10-02 2024-05-21 Daebong B.M.Technology Co., Ltd Finger-type expansion joint device without drainage sheet
CN115341469B (zh) * 2022-01-27 2024-06-28 浙江理工大学 一种可调节临时连接件
CN114892512B (zh) * 2022-06-22 2023-08-18 山西省交通规划勘察设计院有限公司 一种桥梁伸缩缝装置

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FR2737231A1 (fr) * 1995-07-28 1997-01-31 Equip Tech Pour L Ind De La Co Joint de dilatation pour ouvrage routier
DE19917384A1 (de) * 1999-04-16 2000-10-26 Alfred Hartkorn Fugenüberbrückungskonstruktion
FR2841266A1 (fr) * 2002-06-21 2003-12-26 Baudin Chateauneuf Sa Joint de dilatation a porte a faux et a dents sous chaussee pour ponts

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202010009204U1 (de) 2010-06-07 2010-09-16 Cdk Zarmutek Gbr (Vertretungsberechtigter Gesellschafter: Herrnclaus F. Zarmutek, 57234 Wilnsdorf-Niederdielfen) Fahrbahnübergangssystem
EP2392732A2 (de) 2010-06-07 2011-12-07 CDK Zarmutek GbR Fahrbahnübergangssystem
DE102010029736A1 (de) 2010-06-07 2011-12-08 Cdk Zarmutek Gbr (Vertretungsberechtigter Gesellschafter: Herrnclaus F. Zarmutek, 57234 Wilnsdorf-Niederdielfen) Fahrbahnübergangssystem
EP2392732A3 (de) * 2010-06-07 2012-01-18 CDK Zarmutek GbR Fahrbahnübergangssystem
CN102493337A (zh) * 2011-12-15 2012-06-13 宁波路宝科技实业集团有限公司 一种减振降噪型桥梁伸缩缝装置
EP3351686A4 (en) * 2015-09-15 2019-05-08 Jinhyung Construction Co., Ltd. BRIDGE EXPANSION JOINT DEVICE

Also Published As

Publication number Publication date
DE502005008111D1 (de) 2009-10-22
CN101023221A (zh) 2007-08-22
RU2379410C2 (ru) 2010-01-20
ATE442484T1 (de) 2009-09-15
WO2006002992A2 (de) 2006-01-12
US20070199267A1 (en) 2007-08-30
KR20070045212A (ko) 2007-05-02
CN101023221B (zh) 2011-02-09
JP2008505268A (ja) 2008-02-21
PL1763613T3 (pl) 2010-02-26
EP1763613B1 (de) 2009-09-09
WO2006002992A3 (de) 2006-07-27
EP1763613A2 (de) 2007-03-21
RU2006146012A (ru) 2008-08-20
KR101228655B1 (ko) 2013-01-31

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