期刊
JOURNAL OF COMPOSITES SCIENCE
卷 6, 期 9, 页码 -出版社
MDPI
DOI: 10.3390/jcs6090273
关键词
lightweight fiber-reinforced concrete; aggregates; chemical activation; centrifugation; vibro-centrifugation; concrete; properties
资金
- administration of Don State Technical University
This article explores a new method for activating concrete aggregates and finds that using an aqueous solution of natural bischofite is the most effective. Through this method, the strength and strain characteristics of the concrete are significantly improved. Additionally, an innovative technology is proposed for manufacturing improved lightweight fiber-reinforced concrete, which can save on manufacturing costs and improve structural properties.
One of the most essential building materials for sustainable development is concrete. However, there is a problem with a lack of inexpensive, efficient ways to make it high-strength and ultra-dense. A promising direction is the additional processing or activation of the cheapest component of the concrete mixture-inert aggregate. The article is devoted to a promising method for the simultaneous activation of both large and small aggregates using vibro-centrifuge technology. It has been established that the activation of concrete aggregates with aqueous solutions of natural bischofite at a concentration of 6 g of dry matter per 1 L of water is the most rational and contributes the maximum increase in strength characteristics and the best values of strain characteristics. Strength characteristics increased up to 16% and ultimate strains increased to 31%, respectively, and the modulus of elasticity increased to 9%. A new improved lightweight fiber-reinforced concrete was created and an innovative technology is proposed that makes it possible to achieve savings in manufacturing due to a significant improvement in structural properties and reducing the working sections of reinforced concrete elements. Regularities between the fundamental chemical processes of the surface activation of aggregates and the physical processes of structure formation of compacted and hardened concrete were revealed. An improvement in the structure of concrete at the micro- and macro-levels was recorded due to a point decrease in crack formation at the interfaces of the cement matrix-aggregate and cement matrix-fiber phases, and a decrease in the number of micropore defects was also found. Economic efficiency reached 25-27%.
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