EFFECTIVE PRESTRESSED MONOLITH REINFORCED CONCRETE SLABS WITH USING NON-REMOVABLE INSERTS-BLOCKOUTS

Authors

  • Igor Babiy Odessa State Academy of Civil Engineering and Architecture.
  • Veronika Kolomiychuk Odessa State Academy of Civil Engineering and Architecture

Keywords:

preliminary stressed concrete, inserts-blockouts, concrete, technology of arrangement, economic effect

Abstract

The paper presents technology for installation of floor slabs lightened by plastic core drivers which are preliminary
stressed under construction conditions. Efficiency of such constructive solution is justified by the action of preliminary
concrete compression in the tensile zone while reducing structure dead weight due to void arrangement.
The basic requirements for the materials and products necessary for the installation of voids in the body of the design
and the previous tension of the valve fittings are given.
The relationship between thickness of the slab, cost of concrete and reinforcement in the BPNC, depending on the
length span of the frame structure, show the advantage of using pre-stressed reinforcement over the normal.

Author Biographies

Igor Babiy, Odessa State Academy of Civil Engineering and Architecture.

Aassociate professor, assistant professor of Department of Technology of building production

Veronika Kolomiychuk, Odessa State Academy of Civil Engineering and Architecture

student

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Published

2018-05-30

How to Cite

[1]
I. Babiy and V. Kolomiychuk, “EFFECTIVE PRESTRESSED MONOLITH REINFORCED CONCRETE SLABS WITH USING NON-REMOVABLE INSERTS-BLOCKOUTS”, СучТехнБудів, vol. 24, no. 1, May 2018.

Issue

Vol. 24 No. 1 (2018)

Section

BUILDING CONSTRUCTION

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License

Copyright (c) 2018 Igor Babiy, Veronika Kolomiychuk

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.