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Composition and rheological characteristics of plaster mixtures

Marat AsamatdinovMoscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow, 129337, RussiaEkaterina ShokodkoMoscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow, 129337, RussiaAndrey UshakovMoscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow, 129337, RussiaIgor BessonovResearch Institute of Building Physics of the Russian Academy of Architecture and Building Sciences, Lokomotivniy Tr., 21, Moscow, 127238, RussiaSergey KozlovMoscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow, 129337, RussiaArtem ZhukovMoscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow, 129337, Russia
2019en
ABI

Аннотация

The applying of local building materials is an effective contribution to the savings of mineral resources, which are used for the production of basic building materials. Clay and gypsum compositions are the local raw materials in many regions of the country and some neighboring countries. The article discusses the method for determining the clay fraction in the clay and gypsum composition, as well as the method for assessing the rheological characteristics of the plaster mixtures for interior work based on clay and gypsum binder. It was established that the content of the clay fraction in the studied clay and gypsum composition is in the range of 30–32%. Plaster mixtures based on clay and gypsum binder can be considered as optimal compositions under the following conditions. The grade of mobility is not less than P K 3 (8–12 cm) in cone penetration test, the ultimate shear stresses in the first seconds of the thixotropic hardening ensure no runoff for the adjusted thickness of the applied layer. With the mentioned mobility, the “creeping” on the concrete surface is 10% and less, and the “creeping” on the brick surface is no more than 5%. The allowable water-solid ratio is 0,46–0,50.

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