Development of building materials based on a high content of fly ash and polycondensation products from Chinese heat and power plants

• Autorzy: Bieliatynskyi Andrii , Yang Shilin , Pershakov Valerii , Shao Meiyu , Ta Mingyang

Identyfikatory

DOI

10.2478/msp-2022-0025

• Języki publikacji: EN

Abstrakty

EN

The addition of fly ash from thermal power plants (TPP) and chemical additives, such as polycondensation products of acetone and formaldehyde, is an effective and economical method for increasing the strength and durability of building materials, in particular concrete. Fly ash added to the concrete and mortars at 10%–15% does not reduce their technical properties, while polycondensation products of acetone and formaldehyde plasticize and accelerate the hardening process of concrete. The study aims to substantiate the possibility of obtaining concrete on dense aggregates with a high content of fly ash through the use of polycondensation products of acetone and formaldehyde as additives, which are highly soluble in water and polyfunctional. The strength indicators were determined using standard methods. The study has shown quantitative changes in the properties of the fly ash-concrete mixture, improvement of its physical and technical characteristics, and durability of the fly ash concrete with the addition of polycondensation products of acetone and formaldehyde. In the present study, the authors determine the effect of fly ash addition on the properties of a concrete mixture, as well as the maximum possible content of fly ash that can be added to concrete to maximize certain properties required of the mixture; additionally, the same action is conducted with the addition of polycondensation products of acetone and formaldehyde concomitant with the addition of fly ash.

Słowa kluczowe

EN

acetone-formaldehyde resins; ash-and-slag mixture; concrete properties; fly ash; mineral additive

• Wydawca: De Gruyter
• Czasopismo: Materials Science Poland
• Rocznik: 2022
• Tom: Vol. 40, No. 2
• Strony: 270--288
• Opis fizyczny: Bibliogr. 37 poz., rys., tab.

Twórcy

autor

Bieliatynskyi Andrii

• School of Civil Engineering, North Minzu University, 750021, 204 Wenchang Road, Yinchuan, NingXia, P.R. China

autor

Yang Shilin

• Department of Computer Technologies of Construction and Reconstruction of Airports, Faculty of Architecture, CivilEngineering and Design, National Aviation University, 03058, 1 Liubomyra Huzara Ave., Kyiv, Ukraine

autor

Pershakov Valerii

• Department of Computer Technologies of Construction and Reconstruction of Airports, Faculty of Architecture, CivilEngineering and Design, National Aviation University, 03058, 1 Liubomyra Huzara Ave., Kyiv, Ukraine

autor

Shao Meiyu

• Department of Computer Technologies of Construction and Reconstruction of Airports, Faculty of Architecture, CivilEngineering and Design, National Aviation University, 03058, 1 Liubomyra Huzara Ave., Kyiv, Ukraine

autor

Ta Mingyang

• School of Civil Engineering, North Minzu University, 750021, 204 Wenchang Road, Yinchuan, NingXia, P.R. China

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