Issue |
MATEC Web Conf.
Volume 230, 2018
7th International Scientific Conference “Reliability and Durability of Railway Transport Engineering Structures and Buildings” (Transbud-2018)
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Article Number | 03009 | |
Number of page(s) | 6 | |
Section | Construction Materials, Protection and Repair of Structures and Buildings | |
DOI | https://doi.org/10.1051/matecconf/201823003009 | |
Published online | 16 November 2018 |
Resource-saving technologies for advanced concrete in the Republic of Bashkortostan
1
Kharkiv National University of Civil Engineering and Architecture, Sumska St. 40, 61002, Ukraine
2
Ufa State Petroleum Technological University, Mendeleeva St. 195, Ufa, 450000, Russia
* Corresponding author: my_motherland@ukr.net
Properties of both organo-mineral superplasticized unmodified and modified concretes are considered, impact of workability of concrete and water-binder ratio on strength properties of concrete are analyzed herein. Gonsistent aggregate grading with minimum void, accordingly with maximum packed density under optimum content of dispersed particles in concrete is to be applied to make mortars and concrete with stable properties and less variations in values. The proposed solution enables to simplify proportioning as different combination of aggregates is not required for each proportion. Comparative analysis of various fillers being by-products and materials for making mortars and asphalt-concrete has been made. The results for reinforced steel consumption reducing together with efficient combination of higher grade concrete were considered at amending the “reinforced-concrete structures” section. Computational algorithms made under economic and mathematical methods to improve construction solutions over the reinforced concrete frame are given. Efficient engineering solutions to use high strength concrete and rebar that were applied in some facilities are proposed.
© The Authors, published by EDP Sciences, 2018
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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