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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