The longest Czech bridge on the Prague Ring Road, section Lahovice-Radotín

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00199932" target="_blank" >RIV/68407700:21110/12:00199932 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

The longest Czech bridge on the Prague Ring Road, section Lahovice-Radotín

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 largest 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 114m. The main contractor was B?egl and Krysl. The bridge was designed by Novak & Partner consulting company as a continuous girder with the box section of a variable height of 2.6 to 6m. Over 1500tons of a post-tensioning steel (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 achieve the material savings and overall s

Název v anglickém jazyce

The longest Czech bridge on the Prague Ring Road, section Lahovice-Radotín

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 largest 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 114m. The main contractor was B?egl and Krysl. The bridge was designed by Novak & Partner consulting company as a continuous girder with the box section of a variable height of 2.6 to 6m. Over 1500tons of a post-tensioning steel (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 achieve the material savings and overall s

Druh

C - Kapitola v odborné knize

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GAP104%2F11%2F1301" target="_blank" >GAP104/11/1301: Účinky dotvarování a smršťování v singulárních oblastech betonových prvků</a><br>

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 knihy nebo sborníku

Engineering Structures V4

ISBN

978-80-87438-29-9

Počet stran výsledku

8

Strana od-do

46-53

Počet stran knihy

266

Název nakladatele

Česká komora autorizovaných inženýrů a techniků činných ve výstavbě

Místo vydání

Praha

Kód UT WoS kapitoly

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