The design and construction of bridge structure erected by balanced cantilevers method situated on the Prague bypass

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00201368" target="_blank" >RIV/68407700:21110/12:00201368 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21110/12:00204352 RIV/68407700:21110/12:00201365

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

The design and construction of bridge structure erected by balanced cantilevers method situated on the Prague bypass

Popis výsledku v původním jazyce

The bridge across the Berounka river valley forms a part of the new south-western part of Prague's by-pass and with its total length of more than two kilometers is one of the biggest infrastructure projects in the Czech Republic and has a great importance in calming of the traffic congestion in the capital. Three different construction methods took a part in the building of the bridge - fixed scaffolding, the overhead movable scaffold system and the balanced cantilever method using of up to four pairs of form travelers respectively, with the longest span of 114 m. The main contractor for the No. 204 and No. 205 section was Boegl and Krysl. The bridge was designed by Novak & Partner consulting company as a continuous span with the box girder section ofa variable height of 2.6 to 6.5 m. Over 1500 tons of post-tensioning (PT) were installed during the course of construction in years 2008-2009. The PT contractor, VSL Systems has submitted a modified alternative of the PT in order to achie

Název v anglickém jazyce

The design and construction of bridge structure erected by balanced cantilevers method situated on the Prague bypass

Popis výsledku anglicky

The bridge across the Berounka river valley forms a part of the new south-western part of Prague's by-pass and with its total length of more than two kilometers is one of the biggest infrastructure projects in the Czech Republic and has a great importance in calming of the traffic congestion in the capital. Three different construction methods took a part in the building of the bridge - fixed scaffolding, the overhead movable scaffold system and the balanced cantilever method using of up to four pairs of form travelers respectively, with the longest span of 114 m. The main contractor for the No. 204 and No. 205 section was Boegl and Krysl. The bridge was designed by Novak & Partner consulting company as a continuous span with the box girder section ofa variable height of 2.6 to 6.5 m. Over 1500 tons of post-tensioning (PT) were installed during the course of construction in years 2008-2009. The PT contractor, VSL Systems has submitted a modified alternative of the PT in order to achie

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2012

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Bridge Maintenance, Safety, Management, Resilience and Sustainability

ISBN

978-0-415-62124-3

ISSN

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e-ISSN

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Počet stran výsledku

4

Strana od-do

3831-3834

Název nakladatele

Taylor and Francis

Místo vydání

London

Místo konání akce

Stresa, Laggo Magiore

Datum konání akce

8. 7. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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