EP2806067B1 - Trogbrücke mit einer Fahrbahnplatte aus Grobblech und Verfahren zur Herstellung einer Trogbrücke - Google Patents

Trogbrücke mit einer Fahrbahnplatte aus Grobblech und Verfahren zur Herstellung einer Trogbrücke 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)
French (fr)
Other versions
EP2806067A1 (de
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/de
Application granted granted Critical
Publication of EP2806067B1 publication Critical patent/EP2806067B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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)
EP14169210.3A 2013-05-22 2014-05-21 Trogbrücke mit einer Fahrbahnplatte aus Grobblech und Verfahren zur Herstellung einer Trogbrücke Active EP2806067B1 (de)

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 (de) 2014-11-26
EP2806067B1 true EP2806067B1 (de) 2019-12-11

Family

ID=50735961

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14169210.3A Active EP2806067B1 (de) 2013-05-22 2014-05-21 Trogbrücke mit einer Fahrbahnplatte aus Grobblech und Verfahren zur Herstellung einer Trogbrücke

Country Status (3)

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

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 (de) 2016-12-28 2018-07-05 Max Bögl Stiftung & Co. Kg Trogförmiger überbau für eine brücke, brücke, fertigteil für eine trogwange einer brücke sowie verfahren zur herstellung einer brücke
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
DE102013105243B3 (de) 2014-06-26
PL2806067T3 (pl) 2020-06-29
EP2806067A1 (de) 2014-11-26

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