Effect of various de-icers containing chloride ions on scaling resistance and chloride penetration depth of highway concrete

• Autorzy: Reiterman Pavel , Keppert Martin

Identyfikatory

DOI

10.7409/rabdim.020.003

Warianty tytułu

PL

Wpływ różnych środków odladzających zawierających jony chlorków na odporność betonu drogowego na wykruszanie i na głębokość ich wnikania

• Języki publikacji: EN PL

Abstrakty

EN

The use of chloride-based de-icers belongs to the most common road winter maintenance measures applied to prevent dangerous driving conditions. Chloride-based de-icers are the most frequently used worldwide. The essential difficulty with de-icers is their detrimental effect on concrete, other components of the road infrastructure and on vehicles. The interaction of various individual chloride salts with concrete is described in the paper; the experimental programme was focused on evaluation of the most frequently applied chloride-based de-icers in terms of damage to the air-entrained concrete used for highway construction. Three individual salts – NaCl, CaCl2, MgCl2 – and one blend (NaCl + CaCl2) were used. Their effect on concrete was investigated in terms of surface scaling during freezing-thawing cycles, residual mechanical properties and final ingress of chloride ions. Calcium chloride exhibited the most detrimental effect on the studied concrete.

PL

Użycie środków odladzających zawierających chlorki należy do najpopularniejszych zabiegów utrzymaniowych mających na celu zapewnienie bezpieczeństwa ruchu w zimie. Środki zawierające chlorki stanowią najczęściej stosowaną grupę środków odladzających na świecie. Podstawowym problemem związanym z użyciem takich środków jest ich negatywny wpływ na beton, inne elementy infrastruktury drogowej oraz pojazdy. W niniejszym artykule przedstawiono wpływ różnych soli chlorkowych na beton; badania poświęcone były ocenie najpopularniejszych środków odladzających zawierających chlorki w zakresie ich niszczącego wpływu na beton napowietrzony stosowany w nawierzchniach drogowych. Zbadano trzy sole – NaCl, CaCl2, MgCl2 – oraz jedną mieszankę (NaCl + CaCl2). Ich wpływ na beton analizowany był poprzez badanie łuszczenia powierzchniowego po cyklach zamrażania i rozmrażania, zmiany wytrzymałości próbek oraz głębokości wnikania jonów chlorkowych. Najsilniejszy niszczący wpływ na badany beton wykazał chlorek wapnia.

Słowa kluczowe

EN

chloride-based de-icers; chloride ingress; freezing-thawing; residual mechanical properties; wetting-drying cycles

PL

cykle nasączania-suszenia; cykle zamrażania-rozmrażania; środki odladzające zawierające chlorki; wnikanie chlorków; względna zmiana wytrzymałości

• Wydawca: Instytut Badawczy Dróg i Mostów
• Czasopismo: Roads and Bridges - Drogi i Mosty
• Rocznik: 2020
• Tom: Vol. 19, no. 1
• Strony: 51--64
• Opis fizyczny: Bibliogr. 53 poz., rys., tab.

Twórcy

autor

Reiterman Pavel

• Czech Technical University in Prague, Faculty of Civil Engineering, Thakurova 7, 166 29, Prague, Czech Republic

autor

Keppert Martin

• Czech Technical University in Prague, Faculty of Civil Engineering, Thakurova 7, 166 29, Prague, Czech Republic

Bibliografia

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).