CONSIDERATION OF ERECTION STAGE IN DESIGNING MONOLITHIC POST-STRAINED STRUCTURES

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Authors

T.R. Barkaya , A.V. Gavrilenko , A.V. Levikov , A.V. Shevkina

Abstract

The article presents general approaches to the assignment of compression forces in the calculation and design of post-stressed monolithic structures, taking into account the technology of their further construction. The interrelationships of the stages of construction and operation and the technical and economic parameters of the design solution are shown. The mutual influence of design and technological solutions is considered based on the analysis of a number of relevant factors that determine the optimal performance of the project as a whole.

Keywords

reinforced concrete, post stress, stress without coupling, monostrend, concrete crumpling, monolithic works, concrete holding.