If concrete of 160 m3 was required according to the standard project, then only 66 m3 was required for the implemented project, respectively, the reinforcement – 10.4 and 0.8 tons.
In accordance with the project of work, the construction of the courts was carried out in three stages:
Stage I – the device of a pile base from reinforced concrete piles and their test for the calculated load;
Stage II – the device of foundations and laying all underground utilities;
Stage III – the construction of the aboveground part of the court building.
Transportation of the elements of the shells from the plant to the installation site was carried out on platforms-platforms equipped with metal floors on which the elements of the structures of the shells were laid.
On the mounting platform, the elements of the shells were folded into stacks of 5 pieces in each, with leaning on wooden gaskets, which were located at a distance of 2 liters from the edges of the elements along the length.
Prior to the installation of the shell elements, all work was performed on the installation of supporting zones: vertical and inclined support racks were installed on reinforced concrete grillage, tightening (hidden in the ground) that perceive the vault of the arch; Mounted reinforced concrete beams; Mounted wall panels and brick walls. After that, inventory supporting forests consisting of mobile lattice metal towers and lattice crossbars were installed.
The installation of the shell was carried out in accordance with a previously developed technology reduced to the PPR map. The elements of the shell were connected into blocks – two elements at welding (embedded parts in the seams were welded among themselves). After enlargement, the width of the block, thus, was 4 m. First of all, the extreme blocks of the arch arch of the arch were installed, which at one end relied on subtive reinforced concrete beams, and on the other on the supporting inventory crossbars of forests.