Statika s.r.o.


Regeneration of panel buildings Jemnická
The existing precast wall building (system T06B) have 1 ug. floor and 8 ab.g floor. The lenght of the house is 36,5m, the high is 24,6 m. The span of the wall (th. 140) mm) is 3,6m. The ceelings panels are th of 120 mm. The strenthening of the new  door opennigs was persued. For stenthening was used steel activate frame and carbon belt and sheet. The existing recomondations is suitable for minimalizing of the reconstruction. It is neccecary design with of the openning the same as a openning i ...
ing. Emanuel Novák, 2005
Regeneration of prefabs houses in Strakonice
We evolved steel skeleton for extencion of precast. The anchorage of column is advantageous for occupant of house.
ing. Emanuel Novák, 2001
The reconstruction of precast houses in Tyn nad Vltavou
The six storeys precast house was demaged by translation of fundamentation. The translation of the fundamentaion was caused by realization line for sewerage. The reconstruction of fundamentation was solved by micropiles. The static calculation analyzed 3 dimension model with interaction fundamentations.
ing. Miroslav Císař, ing. Emanuel Novák, 2001
Static assesments of new openings in precast builging