Influence of partial replacement of cement CEM I 42.5R by milled limestone on the propeties of cement pastes and mortars

Tkaczewska, Ewelina

doi:10.7409/rabdim.023.006

Artykuł - szczegóły

Tytuł artykułu

Influence of partial replacement of cement CEM I 42.5R by milled limestone on the propeties of cement pastes and mortars

Autorzy

Tkaczewska Ewelina

Wybrane pełne teksty z tego czasopisma

http://www.rabdim.pl/index.php/rb/issue/archive

Identyfikatory

DOI

10.7409/rabdim.023.006

Warianty tytułu

Wpływ częściowego zastąpienia cementu CEM I 42,5R przez mielony wapień na właściwości zaczynów i zapraw cementowych

Języki publikacji

EN PL

Abstrakty

Paper analyses the properties of cement pastes and mortars prepared with a mixture of Portland cement (PC) and milled limestone (ML) in the amount of 5%, 15%, 30%, 35%, 40% and 50% by weight. For cement pastes, the hydration heat, standard consistency and initial setting time were studied. For cement mortars, the compressive strength was determined. As the share of ML increases, the rate of hydration heat release decreases. Compared to control cement, cement with up to 35% ML shows similar initial setting time, while at the share of 40% and 50% ML the initial setting time is noticeably shortened. Cement containing 5% and 15% ML is in the strength class of 42.5R, while that with 30% and 35% ML is in the strength class of 32.5N. At 40% and 50% ML, cements do not meet the requirements of the PN-EN 197-1:2012 standard with respect to the strength class.

Przedmiotem artykułu jest analiza właściwości zaczynu i zaprawy przygotowanych z mieszaniny cementu portlandzkiego CEM I 42,5R (CEM I) i mielonego wapienia (ML) w ilości 5%, 15%, 30%, 35%, 40% i 50% masy spoiwa. Badania właściwości zaczynów cementowych obejmowały ciepło hydratacji, konsystencję normową i początek czasu wiązania. W przypadku zapraw cementowych określono ich wytrzymałość na ściskanie. Ze wzrostem udziału wapienia następuje zmniejszenie szybkości wydzielania ciepła hydratacji. Cement zawierający do 35% ML wykazuje zbliżony czas początku wiązania w stosunku do cementu kontrolnego, natomiast przy udziale 40% i 50% ML czas początku wiązania ulega wyraźnemu skróceniu. Cement z dodatkiem 5% i 15% ML osiąga klasę wytrzymałości 42,5R, natomiast cement z dodatkiem 30% i 35% ML – jedynie klasę wytrzymałości 32,5N. Przy dodatku 40% i 50% ML cement nie spełnia wymagań normy PN-EN 197-1:2012 odnośnie klasy wytrzymałości.

Słowa kluczowe

compressive strength hydration heat initial setting time milled limestone Portland cement standard consistency

cement portlandzki ciepło hydratacji konsystencja normowa mielony wapień początek czasu wiązania wytrzymałość na ściskanie

Wydawca

Instytut Badawczy Dróg i Mostów

Czasopismo

Roads and Bridges - Drogi i Mosty

Rocznik

2023

Tom

Vol. 22, no. 2

Strony

119--139

Opis fizyczny

Bibliogr. 78 poz., rys., tab.

Twórcy

autor

Tkaczewska Ewelina

tkaczews@agh.edu.pl

AGH University of Science and Technology, Faculty of Material Science and Ceramics, 30 Mickiewicza Av., 30-059 Cracov

https://orcid.org/0000-0001-6871-3515

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