Abstract

The problem of the effective organization of parking spaces, the need for the construction of a multi-storey garage complex located in the transport-service system of the city investigated. The requirements of the existing federal law and regulations governing the conditions for placing the garage complex and car maintenance areas in relation to residential, public and business buildings located in the immediate vicinity have been worked out and considered. The construction site of Autohall garage complex, having weak, water-saturated clay soils, has been investigated. A constructive solution is considered and the advantage of using reinforced concrete column piles as supports reinforcing the soil is revealed. MONOMACH software complex solves a wide range of problems and has a number of advantages over other automated systems. The program implements a wide range of possibilities for inter-program communication. The construction of a monolithic frame of the complex, its volumetric model in COMPONOVKA program was consistently performed. Program GRUNT determined spatial modeling of the soil body according to the given engineering and geological surveys, the physical and mechanical characteristics of the soil, the bed coefficient. A monolithic foundation slab on a pile foundation was imported into PLITA program and the calculation of the optimal thickness of the slab, reinforcement of the lower and upper zones, numerical modelling of the work of the stress-strain state, i.e. an optimal design solution was chosen that excluded uneven deformations of the base, i.e. the design solution excludes ultimate deformations of the base.

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