Free-of-Cement Sulfate-Slag Binder with Increased Phosphoanhydrite Content

Мұқаба

Дәйексөз келтіру

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Рұқсат жабық Рұқсат берілді
Рұқсат жабық Рұқсат ақылы немесе тек жазылушылар үшін

Аннотация

For the sustainable development of mankind, a necessary condition is the reduction of the volume of CO2 emissions, a significant share of which is created by the production of Portland cement. In this regard, the development of alternative products is relevant, one of which, experiencing its rebirth at a new stage of development, is sulfate-slag binder. The article considers the issues of obtaining its cement-free variety with an excess content of phosphoanhydrite, which acts as a sulfate activator of slag hardening. The possibility of obtaining water-resistant free-of-cement excess-sulfate-slag binders with a compressive strength of hardened stone up to 50 MPa has been established. The features of the structure formation processes and the nature of new formations of free-of-cement excess-sulfate-slag binders with a phosphoanhydrite content of 40% have been revealed. Based on the combination of properties, the developed binder can become an effective replacement for Portland cement when solving the problems of obtaining large volumes of concrete of medium strength classes with low heat generation and high sulfate resistance, in cases where it is possible to ensure a favorable temperature and humidity regime for 28–90 days. Cement-free excess-sulfate-slag binders have prospects for further development, their production and application will entail a significant positive environmental and economic effect, which will consist of the possibility of recycling phosphogypsum into a commercial product with high added value, reducing CO2 emissions into the environment, and freeing up territories occupied by waste storage.

Толық мәтін

Рұқсат жабық

Авторлар туралы

N. Alfimova

Shukhov Belgorod State Technological University

Хат алмасуға жауапты Автор.
Email: alfimovan@mail.ru

Candidate of Sciences (Engineering), Associate Professor

Ресей, 46, Kostyukov St., Belgorod, 308012

K. Levitskaya

Shukhov Belgorod State Technological University; Belgorod National Research University

Email: levickayalevickaya@gmail.com

Junior Researcher

Ресей, 46, Kostyukov St., Belgorod, 308012; 85, Pobeda St., Belgorod, 308015

M. Elistratkin

Shukhov Belgorod State Technological University

Email: mr.elistratkin@yandex.ru

Candidate of Sciences (Engineering), Associate Professor

Ресей, 46, Kostyukov St., Belgorod, 308012

I. Nikulin

National Research Moscow State University of Civil Engineering

Email: ivanikulin@yandex.ru

Candidate of Sciences (Engineering), Associate Professor

Ресей, 26, Yaroslavskoe Hwy, Moscow, 129347

A. Buryanov

National Research Moscow State University of Civil Engineering

Email: rga-service@mail.ru

Doctor of Sciences (Engineering), Professor

Ресей, 26, Yaroslavskoe Hwy, Moscow, 129347

Әдебиет тізімі

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1. JATS XML
2. Fig. 1. Morphology of new formations of free-of-cement excess-sulphate-slag binder with 40% phosphoanhydrite content at the age of 28 (а) and 90 days (b)

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3. Fig. 2. X-ray images of free-of-cement excess-sulphate-slag binder with 40% phosphoanhydrite content at the age of 28 days (blue) and 90 days (red): E – ettringite; A – anhydrite; C – calcite

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4. Fig. 3. Morphology of neoplasms of the free-of-cement excess-sulphate-slag binder with 40% content of phosphoanhydrite at the age of 180 days: а – central region; b – superficial layer

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5. Fig. 4. X-ray images of the central part of the free-of-cement excess-sulphate-slag binder sample with 40% phosphoanhydrite content at the age of 180 days: E – ettringite; A – anhydrite; C – calcite

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6. Fig. 5. Changing the depth of immersion of the needle, automatic device Vika E044N Vicatronic when determining the setting time

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