Crack elimination in concrete floors and foundations

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083473" target="_blank" >RIV/61989100:27120/12:86083473 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/62304178:_____/12:#0000026

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Crack elimination in concrete floors and foundations

Popis výsledku v původním jazyce

Using the rheological sliding joint is effective method to decrease the friction between deforming structure and subsoil. Convenient material for sliding joint is bitumen asphalt belt, widely available and reasonably priced material. Sliding joints wereapplied successfully on several buildings in Czech Republic in the undermined region where the subsoil has been deformed. But the application of slide joint is concededly much wider, e.g. pre-stressed foundations, creep and shrinkage, thermal strain andothers. Original experiments of shear resistance of bitumen slide joint as a function of time dates from the 80th of last century. Material characteristic of bitumen belt has been changed significantly since that time and this fact demanded new experiments. At VSB ? Technical University of Ostrava unique equipment was designed for shear resistance measuring. Renewed experiments for different types of bitumen belts passed in 2008. One of the important factor which affect the shear resista

Název v anglickém jazyce

Crack elimination in concrete floors and foundations

Popis výsledku anglicky

Using the rheological sliding joint is effective method to decrease the friction between deforming structure and subsoil. Convenient material for sliding joint is bitumen asphalt belt, widely available and reasonably priced material. Sliding joints wereapplied successfully on several buildings in Czech Republic in the undermined region where the subsoil has been deformed. But the application of slide joint is concededly much wider, e.g. pre-stressed foundations, creep and shrinkage, thermal strain andothers. Original experiments of shear resistance of bitumen slide joint as a function of time dates from the 80th of last century. Material characteristic of bitumen belt has been changed significantly since that time and this fact demanded new experiments. At VSB ? Technical University of Ostrava unique equipment was designed for shear resistance measuring. Renewed experiments for different types of bitumen belts passed in 2008. One of the important factor which affect the shear resista

Druh

O - Ostatní výsledky

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/FR-TI2%2F746" target="_blank" >FR-TI2/746: *Reologická kluzná spára s teplotně řízenými viskoelastickými vlastnostmi</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