EP2806067B1 - Pont ouvert doté d'une dalle de voie en tôle épaisse et procédé de fabrication d'un pont ouvert - Google Patents

Pont ouvert doté d'une dalle de voie en tôle épaisse et procédé de fabrication d'un pont ouvert Download PDF

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Publication number
EP2806067B1
EP2806067B1 EP14169210.3A EP14169210A EP2806067B1 EP 2806067 B1 EP2806067 B1 EP 2806067B1 EP 14169210 A EP14169210 A EP 14169210A EP 2806067 B1 EP2806067 B1 EP 2806067B1
Authority
EP
European Patent Office
Prior art keywords
trough
carriageway
deck
bridge
plate
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.)
Active
Application number
EP14169210.3A
Other languages
German (de)
English (en)
Other versions
EP2806067A1 (fr
Inventor
Günther Kurzweil
Bernhard Kohlpaintner
Dr. Günter Seidl
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.)
SSF Ingenieure AG
Original Assignee
SSF Ingenieure AG
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 SSF Ingenieure AG filed Critical SSF Ingenieure AG
Priority to PL14169210T priority Critical patent/PL2806067T3/pl
Publication of EP2806067A1 publication Critical patent/EP2806067A1/fr
Application granted granted Critical
Publication of EP2806067B1 publication Critical patent/EP2806067B1/fr
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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
    • E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • E01D19/125—Grating or flooring for bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/268—Composite concrete-metal

Definitions

  • EN 10029 defines heavy plate as a flat sheet steel product with a thickness of more than 3 mm.
  • the superstructure of trough bridges with a heavy plate slab can be largely prefabricated in the steelworks and transported in one piece to the construction site. Subsequently, the bridge superstructure can be lifted onto prepared bearings, which are located on abutments.
  • the production of the abutment can cause longer interruptions of the transferred traffic.
  • the abutments must be concreted in the final position and thus require a lot of effort by auxiliary bridges, under which the abutments are created, provided that the traffic must be maintained during the construction period. In addition, longer periods of regular closure are necessary to make significant manufacturing activities for the abutment can.
  • composite sheets are first welded to the carriageway plate of heavy plate, which are then concreted into the or in the tray cheeks and / or on or in the abutment.
  • the composite sheets can be welded in high accuracy in the factory and possibly provided with corrosion protection.
  • tolerances between the steel and the concrete structure can be mastered much easier than if the heavy plate had to be welded to concreted composite metal sheets. Due to the elimination of time-consuming welding work on the construction site, welding heat in particular can not exert any damaging influence on the already hardened concrete.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (10)

  1. Pont-canal, notamment pont ferroviaire, comportant des culées et au moins une superstructure en forme d'auge,
    - qui est apte à recevoir une voie de circulation,
    - qui comprend au moins deux faces d'auge, qui s'écoulent dans la direction longitudinale du pont et entre lesquelles est placé un tablier qui comprend une tôle forte,
    caractérisé en ce que les faces d'auge (13) forment conjointement avec les culées (3) un cadre composite monolithique en béton armé.
  2. Pont selon la revendication 1, caractérisé par une armature externe et/ou précontrainte du cadre composite.
  3. Pont selon la revendication 1 ou 2, comportant des piliers (12), caractérisé en ce que les faces d'auge (13) forment conjointement avec les culées (3) et les piliers (12) un cadre composite en béton armé.
  4. Pont selon l'une quelconque des revendications précédentes, caractérisé en ce que le tablier (14) est enserré de part et d'autre dans respectivement une face d'auge (13) et une culée (3) ou en ce que le tablier (14) est enserré de part et d'autre dans respectivement une face d'auge (13) ou une culée (3).
  5. Pont selon l'une quelconque des revendications précédentes, caractérisé en ce que le tablier (14) se termine en grande partie affleurant vers le côté inférieur (16) de la face d'auge (3) ou forme le côté inférieur (16) de la face d'auge (3).
  6. Pont selon l'une quelconque des revendications précédentes, caractérisé par des moyens de jonction (17 ; 18 ; 27) sur une surface du tablier (14), qui en position montée est en contact avec le béton, qui sont aptes à augmenter la jonction entre le tablier (14) et le béton de la face d'auge (13) ou la jonction entre le tablier (14) et la culée (3).
  7. Pont selon l'une quelconque des revendications précédentes, caractérisé par une tôle composite (17 ; 27) soudée sur le tablier (14) en tant que moyen de jonction entre le tablier (14) et la face d'auge (13) ou en tant que moyen de jonction entre le tablier (14) et la culée (3), laquelle tôle composite (17 ; 27) est bétonnée sur ou dans la face d'auge (13) ou laquelle tôle composite (17 ; 27) est bétonnée sur ou dans la culée (3).
  8. Pont selon la revendication 7, caractérisé par des moyens sur une surface de la tôle composite (17 ; 27) qui en position de montage est en contact avec le béton qui sont aptes à augmenter la jonction entre la tôle composite (17 ; 27) et le béton de la face d'auge (13) ou la culée (3) ou la jonction entre la tôle composite (17 ; 27) et le béton de la face d'auge (13) et la culée (3).
  9. Procédé de fabrication d'un pont-canal, notamment d'un pont ferroviaire sous la forme d'un ouvrage en cadre, comportant des culées et comportant au moins une superstructure en forme d'auge, qui est apte à recevoir une voie de circulation, qui comprend au moins deux faces d'auge qui s'écoulent dans la direction longitudinale du pont et entre lesquelles est placé un tablier qui comprend une tôle forte, caractérisé en ce qu'avec les culées (3) et les faces d'auge (13), on fabrique un cadre composite monolithique en béton armé dans lequel on fixe la tôle forte en tant que tablier (14).
  10. Procédé selon la revendication précédente, caractérisé en ce que dans les faces d'auge (13) ou les culées (3), on bétonne des tôles composites (17 ; 27) que l'on fixe sur le tablier (14) ou en ce que dans les faces d'auge (13) et les culées (3), on bétonne des tôles composites (17 ; 27) que l'on fixe sur le tablier (14).
EP14169210.3A 2013-05-22 2014-05-21 Pont ouvert doté d'une dalle de voie en tôle épaisse et procédé de fabrication d'un pont ouvert Active EP2806067B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL14169210T PL2806067T3 (pl) 2013-05-22 2014-05-21 Most korytowy z płytą jezdni z grubej blachy i sposób wykonania mostu korytowego

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102013105243.6A DE102013105243B3 (de) 2013-05-22 2013-05-22 Trogbrücke mit einer Fahrbahnplatte aus Grobblech und Verfahren zur Herstellung einer Trogbrücke

Publications (2)

Publication Number Publication Date
EP2806067A1 EP2806067A1 (fr) 2014-11-26
EP2806067B1 true EP2806067B1 (fr) 2019-12-11

Family

ID=50735961

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14169210.3A Active EP2806067B1 (fr) 2013-05-22 2014-05-21 Pont ouvert doté d'une dalle de voie en tôle épaisse et procédé de fabrication d'un pont ouvert

Country Status (3)

Country Link
EP (1) EP2806067B1 (fr)
DE (1) DE102013105243B3 (fr)
PL (1) PL2806067T3 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016114855A1 (de) 2016-08-10 2018-02-15 Max Bögl Stiftung & Co. Kg Trogförmiger Überbau für eine Brücke, Brücke, Betonfertigteil für eine Trogwange einer Brücke sowie Verfahren zur Herstellung einer Brücke
DE102017131351A1 (de) 2016-12-28 2018-06-28 Max Bögl Stiftung & Co. Kg Trogförmiger Überbau für eine Brücke, Brücke, Fertigteil für eine Trogwange einer Brücke sowie Verfahren zur Herstellung einer Brücke
WO2018121902A1 (fr) 2016-12-28 2018-07-05 Max Bögl Stiftung & Co. Kg Superstructure en forme de cuvette pour pont, pont, pièce finie pour joue de cuvette d'un pont et procédé de fabrication d'un pont
CN113026542A (zh) * 2021-03-22 2021-06-25 中国铁路设计集团有限公司 一种一端固结一端活动的框架墩结构及其施工方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4300320A (en) * 1979-11-13 1981-11-17 Havens Steel Company Bridge section composite and method of forming same
DE102008011176A1 (de) * 2008-02-26 2009-09-03 Ssf-Ingenieure Gmbh Stahl-Beton-Verbundträger und Verfahren zu seiner Herstellung
DE102008032209B4 (de) * 2008-07-09 2013-03-14 Ssf Ingenieure Ag Stahl-Beton-Verbundtrog als Brückenüberbau und Verfahren zu seiner Herstellung
DE102010045454A1 (de) * 2010-09-15 2012-03-15 Ssf Ingenieure Ag Brückenüberbau mit externer Bewehrung
KR101042674B1 (ko) * 2010-11-18 2011-06-20 박영희 프리캐스트 거더를 이용한 연속 합성형 라멘교 및 그 시공법

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP2806067A1 (fr) 2014-11-26
PL2806067T3 (pl) 2020-06-29
DE102013105243B3 (de) 2014-06-26

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