Paviath Integrated Solution Paviath

The building of the indoor swimming pool

The construction site of the building: ul. Academician Bakuleva 5.

The design of the overlap of the building of the indoor swimming pool consists of three parts, built in axes 2-6, 6-10, 10-15. The total length of the construction of 76950 mm. Overlapping building indoor swimming pool is glued wooden structures. Overlapping building in axes 2-6, 6-10 holds the curved beam of variable section, 140 mm wide. The overlap of the axes 10-15 is a truss structure, which is the upper belt of the beam cross section 450h150 mm, bottom chord - curvilinear beam with variable cross section 150 mm in width. The upper and lower belts are glued together by rallying plane. Wooden floors of the building construction is based on reinforced concrete walls.

 
General view of the building
 
General view of the building
 
The layout of the overlap of the building of a swimming pool (random view) in the axes 2-6
 
The layout of the overlap of the building of a swimming pool (random view) in the axes 6-10
 
The layout of the overlap of the building of a swimming pool (random view) in axes 10-15
 
The layout of the overlap of the building of a swimming pool (random view) in axes 10-15

The calculation results

According to the calculation of the end of the following results were obtained:

 
Equivalent stress distribution map in the floor structure of the building; SVM, MPa in axes 2-6
 
Equivalent stress distribution map in the floor structure of the building; SVM, MPa axes 6-10
 
Equivalent stress distribution map in the floor structure of the building; SVM, MPa axes 10-15
 
Map of distribution of total displacement of the building floors; USUM, in axes 2-6 mm
 
Map of distribution of total displacement of the building floors; USUM, 6-10 mm in axes
 
Map of distribution of total displacement of the building floors; USUM, in axis 10-15 mm
 
Map deformations in beams and frames overlap along the axis 4
 
Map deformations in beams and frames overlap along the axis 8
 
Map deformations in beams and frames overlap along the axis 12

Summarizing the results, we can conclude that the design of the building is capable of carrying the load applied to it, corresponding to the construction area, and does not require additional measures to increase the strength characteristics.


 
 
 
 
 
 
 
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