Diagnosis of Myslinka Stone Railway Bridge
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F16%3A00303721" target="_blank" >RIV/68407700:21610/16:00303721 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.714.186" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/KEM.714.186</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.714.186" target="_blank" >10.4028/www.scientific.net/KEM.714.186</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Diagnosis of Myslinka Stone Railway Bridge
Popis výsledku v původním jazyce
Within the solution of the research project GACR P105/12/G059 a detailed diagnosis of the stone railway bridge on the railway line Plzen - Tachov was performed. The bridge is created by two parallel vaulted tubes made from sandstone where a frequented road of second category goes through under one of them and Myslinsky brook flows under the second. The bridge was built approximately in 1978 and in 2006 a reinforced concrete frame structure was built to the bridge portal. Length of both tubes is about 45.5 m, width about 5.7 m, height of the tube above the road is about 6.0 m and above the brook 7.8 m. The arch is made as an annular vault. On the basis of the diagnostic works the structure is evaluated from the point of view of moisture, amount of water soluble salts, strengths of sandstone and there is also a visual observation of a condition of the structure itself performed. In the end there recommendations for a consequent procedure in case of the revitalization are stated.
Název v anglickém jazyce
Diagnosis of Myslinka Stone Railway Bridge
Popis výsledku anglicky
Within the solution of the research project GACR P105/12/G059 a detailed diagnosis of the stone railway bridge on the railway line Plzen - Tachov was performed. The bridge is created by two parallel vaulted tubes made from sandstone where a frequented road of second category goes through under one of them and Myslinsky brook flows under the second. The bridge was built approximately in 1978 and in 2006 a reinforced concrete frame structure was built to the bridge portal. Length of both tubes is about 45.5 m, width about 5.7 m, height of the tube above the road is about 6.0 m and above the brook 7.8 m. The arch is made as an annular vault. On the basis of the diagnostic works the structure is evaluated from the point of view of moisture, amount of water soluble salts, strengths of sandstone and there is also a visual observation of a condition of the structure itself performed. In the end there recommendations for a consequent procedure in case of the revitalization are stated.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/GBP105%2F12%2FG059" target="_blank" >GBP105/12/G059: Kumulativní časově závislé procesy ve stavebních materiálech a konstrukcích</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2016
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Proceedings of the 17th Conference on the Rehabilitation and Reconstruction of Buildings (CRRB 2015)
ISBN
978-3-03835-719-3
ISSN
1013-9826
e-ISSN
—
Počet stran výsledku
6
Strana od-do
186-191
Název nakladatele
Trans Tech Publications
Místo vydání
Zurich
Místo konání akce
Praha
Datum konání akce
12. 11. 2015
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—