PROTECTION OF THE CAST BASALT SEWERS FOR ENHANCING RESISTANCE TO BIOCORROSION
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU133435" target="_blank" >RIV/00216305:26110/19:PU133435 - isvavai.cz</a>
Výsledek na webu
—
DOI - Digital Object Identifier
—
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
PROTECTION OF THE CAST BASALT SEWERS FOR ENHANCING RESISTANCE TO BIOCORROSION
Popis výsledku v původním jazyce
The concrete and masonry walls of sewers, in addition to the bases, are not only exposed to sulphates from wastewater but also to highly aggressive sulfuric acid, which is a consequence of bacterial biogenic corrosion. The most effective solution for preventing sewer defects involves the use of highly durable building materials (e.g. cast basalt tiles and profiles) and consistent details, or, joints solving. The cast basalt elements show both high abrasion resistance and high resistance to chemical stress. However, a problem with chemical resistance can occur when dealing with details (e.g. solving brick grouting). This paper deals with the rehabilitation of sewers, which can be severely degraded largely due to chemical stress, or, biocorrosion. The problem of significant biocorrosion can be caused by restricting sewerage ventilation to the surface, which results in increased concentrations of moisture, hazardous gases and aerosol-generated gas. Cast basalt tiles are very smooth, meaning the aggressive precipitated liquid transfers into the joints, which then become highly chemically stressed. Cement-based joint grouts exhibit higher water absorption, meaning severe deterioration caused by the biocorrosion occurs in the joints. A strongly acidic environment (up to pH 1) can be measured on the surface of the air chamber sewer facing. For this reason, it is necessary to use highly resistant jointing grout materials. Here, the presented solution is built on epoxy resin-based composites that are resistant to chemical loads and can also be applied to damp surfaces, and which, after curing, will exhibit high cleanability and non-absorbability.
Název v anglickém jazyce
PROTECTION OF THE CAST BASALT SEWERS FOR ENHANCING RESISTANCE TO BIOCORROSION
Popis výsledku anglicky
The concrete and masonry walls of sewers, in addition to the bases, are not only exposed to sulphates from wastewater but also to highly aggressive sulfuric acid, which is a consequence of bacterial biogenic corrosion. The most effective solution for preventing sewer defects involves the use of highly durable building materials (e.g. cast basalt tiles and profiles) and consistent details, or, joints solving. The cast basalt elements show both high abrasion resistance and high resistance to chemical stress. However, a problem with chemical resistance can occur when dealing with details (e.g. solving brick grouting). This paper deals with the rehabilitation of sewers, which can be severely degraded largely due to chemical stress, or, biocorrosion. The problem of significant biocorrosion can be caused by restricting sewerage ventilation to the surface, which results in increased concentrations of moisture, hazardous gases and aerosol-generated gas. Cast basalt tiles are very smooth, meaning the aggressive precipitated liquid transfers into the joints, which then become highly chemically stressed. Cement-based joint grouts exhibit higher water absorption, meaning severe deterioration caused by the biocorrosion occurs in the joints. A strongly acidic environment (up to pH 1) can be measured on the surface of the air chamber sewer facing. For this reason, it is necessary to use highly resistant jointing grout materials. Here, the presented solution is built on epoxy resin-based composites that are resistant to chemical loads and can also be applied to damp surfaces, and which, after curing, will exhibit high cleanability and non-absorbability.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
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)
Ostatní
Rok uplatnění
2019
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 SEVENTH INTERNATIONAL COLLOQUIUM ON PERFORMANCE, PROTECTION AND STRENGTHENING OF STRUCTURES UNDER EXTREME LOADING AND EVENTS
ISBN
978-0-88865-341-3
ISSN
—
e-ISSN
—
Počet stran výsledku
12
Strana od-do
1-12
Název nakladatele
The University of British Columbia
Místo vydání
Whistler, Kanada
Místo konání akce
Whistler, Kanada
Datum konání akce
15. 9. 2019
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—