WO2006002992A2 - Dispositif de pontage - Google Patents

Dispositif de pontage Download PDF

Info

Publication number
WO2006002992A2
WO2006002992A2 PCT/EP2005/007280 EP2005007280W WO2006002992A2 WO 2006002992 A2 WO2006002992 A2 WO 2006002992A2 EP 2005007280 W EP2005007280 W EP 2005007280W WO 2006002992 A2 WO2006002992 A2 WO 2006002992A2
Authority
WO
WIPO (PCT)
Prior art keywords
bridging device
profile
width
edge profiles
abutment
Prior art date
Application number
PCT/EP2005/007280
Other languages
German (de)
English (en)
Other versions
WO2006002992A3 (fr
Inventor
Gianni Moor
Original Assignee
Mageba S.A.
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 S.A. filed Critical Mageba S.A.
Priority to CN2005800292102A priority Critical patent/CN101023221B/zh
Priority to JP2007519709A priority patent/JP2008505268A/ja
Priority to PL05760037T priority patent/PL1763613T3/pl
Priority to EP05760037A priority patent/EP1763613B1/fr
Priority to AT05760037T priority patent/ATE442484T1/de
Priority to DE502005008111T priority patent/DE502005008111D1/de
Priority to KR1020077002320A priority patent/KR101228655B1/ko
Publication of WO2006002992A2 publication Critical patent/WO2006002992A2/fr
Publication of WO2006002992A3 publication Critical patent/WO2006002992A3/fr
Priority to US11/620,160 priority patent/US20070199267A1/en

Links

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 an expansion joint arranged between an abutment and a superstructure in a drivable structure, wherein the abutment and the superstructure adjoining the expansion joint have recesses which are filled with polymer concrete in each case flat, strip-shaped holding portion of a metallic Rand ⁇ profile is embedded, and extends between the two edge profiles an elastic sealing profile which is dichtlos connected to the two edge profiles.
  • Bridging devices as used in particular on road bridges, in order to compensate for the changes in the length of the superstructure caused by thermal expansions, are known and used in different embodiments. Differences are in particular bridging devices with La ⁇ , 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 slat-free 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 manufacture, require a large installation space, and also the installation is complicated and time consuming. For this reason, it is endeavored to use bridging devices without lamellae, in which both the manufacture and the installation with less effort
  • edge profiles are not mechanically anchored directly to the supporting structure of the superstructure or abutment via corresponding anchors (ie in the case of abutment and superstructure with a substructure and a substructure applied thereto Road surface on the substructure) son ⁇ but rather on their flat, strip-shaped Gar ⁇ sections in which the recesses of the abutment or the superstructure filling polymer concrete are anchored.
  • anchors ie in the case of abutment and superstructure with a substructure and a substructure applied thereto Road surface on the substructure
  • the edge profiles are not mechanically anchored directly to the supporting structure of the superstructure or abutment via corresponding anchors (ie in the case of abutment and superstructure with a substructure and a substructure applied thereto Road surface on the substructure) son ⁇ but rather on their flat, strip-shaped Gar ⁇ sections in which the recesses of the abutment or the superstructure filling polymer concrete are anchored.
  • the object of the present invention is to provide a bridging device of the generic type which is distinguished by a particularly low manufacturing and assembly effort, with which expansion joints can be bridged over a larger working range than with conventional bridging devices of the generic type Art is possible.
  • a tooth profile is connected to each edge profile on its upper side, the surface of which essentially closes with the surface of the polymer clay and the associated abutment or superstructure and its teeth Comb with the teeth of the other tooth profile.
  • the present invention makes use of the finding that the two tooth profiles which mesh with the edge profiles and which mesh with one another substantially reduce those dynamic loads which are exerted on the edge profiles when driving over the bridging device with motor vehicles compared to the generic ones Bridging devices without derar ⁇ tige tooth profiles.
  • bridging devices of the type specified at the beginning, which require particularly low manufacturing and assembly costs and without exceeding the permissible loads on the edge profiles by dynamic shocks, even in those applications in which hitherto, as a result of the required Work area to more complex constructions. had to be seized.
  • bridging devices according to the invention can also be used on such structures in which the working range of the expansion joint is up to 100 mm or even more. As can be seen, this opens up completely new possibilities of application, as shown in various respects, with an extremely attractive bridging device of the type specified at the outset.
  • 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 with a minimum installation space in height manages so that typi ⁇ cally - in the case of the execution of abutment and superstructure with a substructure (in particular of structural concrete) and a road surface applied thereon (in particular Asphalt) - the thickness of the road surface is sufficient to accommodate the bridging device.
  • the recess to be filled with polymer clay generally does not have to extend into the substructure but may be limited to the height of the road surface.
  • the extremely short time required for the installation of the bridging device according to the invention which contributes significantly to the fact that there is no direct mechanical anchoring of the edge profiles in the respective supporting structure of the bearing and the superstructure needs.
  • the corresponding 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 bridging device are not mechanically anchored directly in the load-bearing structure of abutment and superstructure, but rather their load-bearing position securing in the installed state by anchoring the strip-shaped holding sections the edge profiles in the polymer concrete takes place, which fills the recesses in the areas adjacent the expansion joint areas of the abutment and superstructure.
  • a scarf plate extending between the underside of the edge profile and the abutment or the superstructure extending below the recess, in particular attached to the edge profile encloses the space to be filled with polymer concrete limited to the joint, in this sense, as a (load-removing) Ver ⁇ anchoring of the corresponding edge profile of the Tragkon ⁇ construction is to understand as an additional selective support of the edge profiles of the respective support structure to the edge profiles during assembly of the lock-up device in their To keep mounting position (see above).
  • such mounting supports are expediently yielding; spieltagen, said mounting supports may comprise spring elements.
  • the width of the recesses of the road surface between 2.4 times and 4.0 times the value of the working area of the expansion joint, especially preferably between 2.8 times and 3, 3 times the value of the working range of the expansion joints.
  • the holding sections of the edge profiles have apertures filled with polymer concrete.
  • 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 can be easily and safely filled into the region of the recess below the respective holding section when the bridging device according to the invention is installed.
  • 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 preferably more than 0.85 times the value of the width the recesses is.
  • the total area of the openings of each holding section is preferably between 0.8 times and 2.0 times. times the value of the area (length x width) of the expansion joint at its average width.
  • the shape of the apertures is not subject to strict restrictions, it is nevertheless particularly advantageous if the apertures are essentially rectangular and their extent in the longitudinal direction of the joint is between 1.4 times and 3.0 times Value of the width of the webs remaining between in each case two adjacent openings. This in turn also contributes to particularly favorable conditions when installing the bridging device according to the invention and during its use.
  • a rectangular shape of the apertures is not zwin ⁇ ing. Rather, they can also be circular, oval, elliptical or otherwise executed.
  • the tooth profiles are screwed to the edge profiles.
  • the superstructure and the abutment can be placed outside of the recesses in order to keep the edge profiles in their installed position and to 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 permits considerable freedom of design here.
  • 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.
  • they are in particular made up of several parts, in particular in that each of the edge profiles comprises a fastening strip which is welded to a base strip comprising the holding section and to which the associated tooth profile is fastened. 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, with the bump extending into the space bounded laterally by the two fastening strips and at the top by the two tooth profiles.
  • a sealing profile (see DE 29907832 Ul) contributes in particular to the possible by the present invention large working area of the bridging device. It also prevents the accumulation of excessive amounts of dirt in the area above the seal.
  • a corresponding embodiment of the sealing profiled is in the same way favorable for one-piece edge profiles.
  • FIG. 1 shows a vertical section through an inventively executed, built into a building Bridging kung device
  • Fig. 2 is a plan view of the lock-up device according to Fig. 1 (not mounted).
  • the Sprintmannungsvorrich ⁇ shown in the drawing device 1 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 a substructure 5 consisting of structural concrete and a NEN applied thereon, about 100mm strong Fahrbahn ⁇ covering 6 made of asphalt, between the Unterkonstruk ⁇ tion 5 and the road surface S a wasserun twistläs ⁇ sige insulation 7 is arranged.
  • the superstructure 4 is executed.
  • the road surface 6 Adjacent to the expansion joint 2, the road surface 6 is aus ⁇ both on the abutment 3 and on the superstructure 4 saves, on a width of about 300mm.
  • the insulation 7 is also largely removed in the region of the recesses 8; a narrow edge region 9 of the insulation 7 is allowed to stand 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 is.
  • the exposed surface of the structural concrete is dry and sandblasted prior to the casting of the polymer concrete 10.
  • the areas to be filled with the polymer concrete are each limited to the expansion joint 2 by a scraping plate 13, which is attached to the corresponding edge profile 14.
  • a strip-shaped holding portion 16 of a metallic edge profile 14 is embedded in each case, which is composed of two strips welded together, namely the base strip 17 enclosing the holding section 16 and a fastening strip 18 welded thereto.
  • the fastening strips have threaded bores 19, into which fastening screws 20 are screwed, which are the Attaching each of a tooth profile 21 on the zuge ⁇ arranged edge profile 14 serve.
  • the surfaces 22 of the tooth profiles 21 terminate with the surfaces 11 and 12 of the polymer concrete 10 and the associated Fahrbahnbe ⁇ lags 6 from.
  • the tooth height is about 100mm, resulting in a working range of the bridging device 1 of about 100mm.
  • the sealing profile 27 is designed as a bumped hollow profile, with the bump 30 extending into the space bounded laterally by the two fastening strips 18 and above by the two tooth profiles 21.

Abstract

La présente invention concerne un dispositif de pontage (1) destiné à un joint d'expansion (2) disposé entre une butée (3) et une superstructure (4), dans une construction carrossable. Selon l'invention, la butée et la superstructure présentent, de façon adjacente au joint d'expansion, des évidements (8) qui sont remplis de béton polymère (10) dans lequel est noyé respectivement une section de retenue (16) d'un profilé marginal métallique (14). Entre les deux profilés marginaux s'étend un profilé d'étanchéité élastique (27) qui est raccordé de façon étanche aux deux profilés marginaux. Au côté supérieur de chaque profilé marginal (14), est relié un profilé denté (21) dont la surface (22) se prolonge sensiblement par la surface (11, 12) du béton polymère (10) et du revêtement de chaussée (6), et dont les dents s'engrènent avec les dents de l'autre profilé denté respectif.
PCT/EP2005/007280 2004-07-07 2005-07-06 Dispositif de pontage WO2006002992A2 (fr)

Priority Applications (8)

Application Number Priority Date Filing Date Title
CN2005800292102A CN101023221B (zh) 2004-07-07 2005-07-06 搭接装置
JP2007519709A JP2008505268A (ja) 2004-07-07 2005-07-06 架橋装置
PL05760037T PL1763613T3 (pl) 2004-07-07 2005-07-06 Urządzenie dylatacyjne
EP05760037A EP1763613B1 (fr) 2004-07-07 2005-07-06 Dispositif de pontage
AT05760037T ATE442484T1 (de) 2004-07-07 2005-07-06 Überbrückungsvorrichtung
DE502005008111T DE502005008111D1 (de) 2004-07-07 2005-07-06 Überbrückungsvorrichtung
KR1020077002320A KR101228655B1 (ko) 2004-07-07 2005-07-06 브릿지 장치
US11/620,160 US20070199267A1 (en) 2004-07-07 2007-01-05 Bridging Device

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP04015930A EP1614808A1 (fr) 2004-07-07 2004-07-07 Dispositif de recouvrement pour joint d'expansion
EP04015930.3 2004-07-07

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US11/620,160 Continuation US20070199267A1 (en) 2004-07-07 2007-01-05 Bridging Device

Publications (2)

Publication Number Publication Date
WO2006002992A2 true WO2006002992A2 (fr) 2006-01-12
WO2006002992A3 WO2006002992A3 (fr) 2006-07-27

Family

ID=34925646

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2005/007280 WO2006002992A2 (fr) 2004-07-07 2005-07-06 Dispositif de pontage

Country Status (10)

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

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KR100841796B1 (ko) * 2007-10-25 2008-06-27 김해영 도로구조물의 신축이음부 시공방법

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US11180995B2 (en) 2008-11-20 2021-11-23 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
US10316661B2 (en) 2008-11-20 2019-06-11 Emseal Joint Systems, Ltd. Water and/or fire resistant tunnel expansion joint systems
US9739050B1 (en) 2011-10-14 2017-08-22 Emseal Joint Systems Ltd. Flexible expansion joint seal system
US8365495B1 (en) 2008-11-20 2013-02-05 Emseal Joint Systems Ltd. Fire and water resistant expansion joint system
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
US10851542B2 (en) 2008-11-20 2020-12-01 Emseal Joint Systems Ltd. Fire and water resistant, integrated wall and roof expansion joint seal 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
DE102010029736A1 (de) 2010-06-07 2011-12-08 Cdk Zarmutek Gbr (Vertretungsberechtigter Gesellschafter: Herrnclaus F. Zarmutek, 57234 Wilnsdorf-Niederdielfen) Fahrbahnübergangssystem
GB201115940D0 (en) * 2011-09-14 2011-10-26 Permaban Ltd Movement joint
SG11201401594YA (en) * 2011-10-19 2014-05-29 Hans Voet Article of manufacture made of composite material, for incorporation into a civil engineering structure
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
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
KR101610141B1 (ko) * 2015-09-15 2016-04-08 진형건설(주) 교량용 신축이음장치
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
WO2021066568A1 (fr) * 2019-10-02 2021-04-08 대봉비엠텍 주식회사 Dispositif de joint de dilatation à doigts sans feuille de drainage
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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KR100841796B1 (ko) * 2007-10-25 2008-06-27 김해영 도로구조물의 신축이음부 시공방법

Also Published As

Publication number Publication date
RU2379410C2 (ru) 2010-01-20
WO2006002992A3 (fr) 2006-07-27
DE502005008111D1 (de) 2009-10-22
RU2006146012A (ru) 2008-08-20
KR101228655B1 (ko) 2013-01-31
CN101023221B (zh) 2011-02-09
EP1763613A2 (fr) 2007-03-21
ATE442484T1 (de) 2009-09-15
JP2008505268A (ja) 2008-02-21
EP1614808A1 (fr) 2006-01-11
EP1763613B1 (fr) 2009-09-09
US20070199267A1 (en) 2007-08-30
CN101023221A (zh) 2007-08-22
KR20070045212A (ko) 2007-05-02
PL1763613T3 (pl) 2010-02-26

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