Manufacturing of columns, beams and plates of overlapping at factory can be carried out simultaneously with erection of the bases of garages. However it is necessary to mean that at such technology of building, designing should be finished long before the beginning of works, and modification of the project, possible because of course of manufacture of monolithic works, at modular designs is excluded.
It is natural that considerable reduction of terms of building as at monolithic, and modular designs conducts to growth of expenses owing to the raised expense of a timbering that is not counterbalanced by decrease in amortization of the equipment.
The distance between columns is defined by constructive possibilities of monolithic concrete. Usually columns, are carried out in the form of a uniform element in height to 25 m with consoles on each floor for packing of longitudinal and cross-section beams which is established in the prepared sleeves of the bases, is leveled and filled in with a solution.
As bearing designs of one direction beams with usual or preliminary intense armature span of 4,2-9,2 m across which stack ridge plates in length to 16,5 m with one are applied, and it is better two edges. Plates lean against the consoles, which are passing on all length of beams.
If a ridge plate is divided into a beam and a plate there is a system from the main and minor beams with uniaxially reinforced plates, which incorporate among themselves in a spatial design and are filled in with concrete. Despite aspiration to manufacturing split-hair accuracy quite often there are great difficulties in reception of horizontal planes. Therefore, especially at application of ridge plates of the big span, it has appeared expedient to put in concrete at sides of plates short steel sheets. After packing of plates these sheets weld that not only levels differences on height of plates, but allows to transform overlapping into a hard disk, capable to transfer horizontal loadings on support more effectively, than at pouring of seams by a solution. On overlapping from modular elements it is recommended to stack finish coat, raising density of seams.
Modular designs are suitable for a construction of direct stages; screw stages basically are carried out by the monolithic. The question on manufacturing of modular staircases was considered also. However as staircases often serve for rigidity maintenance on wind loadings and should perceive horizontal loadings and in the course of building, does not remain other choice, as application of monolithic concrete whenever possible in a sliding timbering — for reduction of duration of building.
If stability of a building in the course of building is insufficient, it is recommended to apply easy steel framework, it’s elements after the building termination can be again used for erection of other buildings. Advantage of modular ferro-concrete designs in comparison with monolithic is possibility of reception of almost all elements with purely processed external surface as line factory process of manufacturing of products demands use of steel forms or dressed wooden decking.
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