MATEC Web Conf.
Volume 265, 2019International Geotechnical Symposium “Geotechnical Construction of Civil Engineering & Transport Structures of the Asian-Pacific Region” (GCCETS 2018)
|Number of page(s)||6|
|Section||Foundations and Underground Structures|
|Published online||30 January 2019|
Experience of using high-rigidity bearing reinforcement in monolithic lightweight concrete slabs
Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow, 129337, Russia
2 Joint-Stock Company ‘Design & Engineering Bureau of Concrete and Reinforced Concrete’, 2-nd Institutskaya street., 6, p. 15 A, Moscow, 109428, Russia
3 Kucherenko research institute of building constructions 109428, Moscow, 6 2nd Institutskaya Str., Russia
* Corresponding author: firstname.lastname@example.org
The article describes the experience of erecting lightweight concrete monolithic slabs with the use of reinforcing bars of increased rigidity. As a result, a reduction in costs of 25 ... 30%, compared with the floors of heavy concrete without pre-stressed reinforcement is reached.
© The Authors, published by EDP Sciences, 2019
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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