Application of ferro-concrete designs with usual or preliminary intense reinforcing allows carrying out building of garage by three ways:

From the monolithic concrete stacked in the usual way, — the timbering device, packing of armature and concreting of building elements, designed according to static calculations and constructive requirements;

From the modular elements prepared for installation, — modular elements which, as a rule, are produced at factories, are transported, established and filled in with concrete in the necessary position;

From monolithic concrete and modular designs in a corresponding combination, if necessary also with application of steel.

The choice of ways of building is connected with the following factors which account has crucial importance for profitability of building:

Garage position on a city map (here as a limiting situation building erection is considered on a close site or on a gardening site);

The plan form, and it is necessary to distinguish regular platforms (a square, a triangle, a circle) from the irregular;

The capacity depending on the area and number of floors;

Building type (here it is important to establish, whether is considered the separate garage or a part of a multi-purpose building, for example storage in a cellar or on a covering, or it is a question of the adjoining blocks connected in a garage complex);

presence of stages, placing of entrances and departures which according to local conditions often define the form of stages (direct or screw);
In height of separate floors, minimal requirements to it or absence of restrictions for economic reasons;

Duration of building — the usual or limited short term;
Conditions of installation, which should be checked up in all cases taking into account possibility of delivery of modular elements, including at night.

Advantages of monolithic concrete should be shown in all cases, when:
Building position excludes transportation and installation of modular elements, and manufacture of works is authorized only in the limited intervals of time that does application of modular designs uneconomical;

The form in the plan is so irregular that regular repetition of identical building details is impossible;
The sizes of a site are such, that limit application of modular elements;

The certain type of a building is required the monolithic way of erection rather approaches for the underground garage perceiving pressure of a ground and water;
Such restriction on height is established that the problem can be solved only at the device of thin overlapping for which modular elements do not approach.

In garages the step of columns is accepted multiple to width of places of parking and, as a rule, includes from two to four places. Therefore the optimum distance between columns is in an interval of 4,6-9,6 m. In a cross-section direction depending on an arrangement of the strips occupied with thoroughfares and places of parking, bay to 16,5 m (two strips with places of parking and one thoroughfare) are formed.

Such building material as usual or preliminary intense ferro-concrete, allows receiving bays of bigger lengths, however it is impossible to forget that the prize in freedom of placing, cars can be reached only at the expense of higher cost of one place for the car.

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