CONTROL FOR CONCRETE CHARACTERISTICS UNDER WINTER CONDITIONS

Authors

  • G.A. Pikous
  • K.M. Mozgalev

Abstract

The estimate of the requirements for concrete of monolithic structures, ripen under winter conditions
is given. Such important characteristics as concrete strength, its rate of cooling, temperature
difference between the outside air and concrete at stripping, temperature differential across the concrete
section are considered. A critical analysis of the normalized values of concrete strength is given;
and recommendations for their correction are highlighted. Theoretically proved comments on the
effective way to control the strength of concrete are specified. The solution to control favourable
thermal stress of concrete in the structure is performed.
Keywords: winter concreting, control of concrete strength, thermal stresses.

Author Biographies

G.A. Pikous

South Ural State University, Chelyabinsk, Russian Federation

K.M. Mozgalev

South Ural State University, 6th territorial subdivision of the Department of Regional State
Construction Supervision of Ministry of Construction, Infrastructure and Road Facilities for Chelyabinsk region,
Chelyabinsk, Russian Federation

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Issue

Section

Construction engineering