Statika s.r.o.

Projects:

HILASE - New Laser for Industry and Research -Prague

Description The main objective of the presented project „HILASE“ is to develop laser technology with breakthrough technical parameters. Laser Centre „HILASE“ with these parameters will be unique not only in the Czech Republic, but also in Europe.
„HILASE“ object is divided into two parts, two laser-storey building hall and three-storey office section. The  measures of the laser hall is 25.9 x49,9m, object height is 8.90 m. The ceiling above 1. st floor (t ...
2013
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JE Temelín - Store of spent fissionable fuel

STOCK OF spent nuclear fuel -  NUCLEAR POWER PLANT TEMELÍN
INTRODUCTION

Preparation of construction stock of spent nuclear fuel (SSNF) in the nuclear power plant Temelin based on Government Resolution No. 121/1997 from 5.3.1997, which the Government has recommended building storage of spent nuclear fuel in the area of nuclear power plants,  as a priority solution to the end of fuel cycle, before placing in the deep repository. Assumed operation of the reactor fuel i ...

2009 - Novák, Hanuš, Beneš
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Reconstruction and finishing of Zentiva a.s. administrative building

The existing building was built in 1970. The bearing structutre is precast concrete frame. The building have one underground floor and eleven above – ground floor. The reconstruction and enlargement was made, total volume of the building is twice. The enlargement was made by precast skeleton. The complicated strenghtening of bracing, conections of the skeleton, solution of a fire resistence bearing structure and strenghtening of existing foundation was made.

Foto during construc ...

ing. Emanuel Novák, 2005
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Hydro power plant Matka Republic of Macedonia enlargement of surge tank
mapThe surveyed territory is situated in a seismic active area with potential occurrence of earthquakes of 8oMCS (Mercaly, Cancany, Sierbergovy) in magnitude. The last severe earthquake occurred in August 1963, when the intensity reached 9o MCS.
The existing surge tank will be enlarged from its original capacity of 305 m3 to the required effective capacity of 1440 m3, the actual capacity is greater - 1962 m3.cross section The tank’s bottom will be situated at elevation 309.2 m, the top edge of the t ...
ing. Emanuel Novák, 2005
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Power plant Mother of Macedonia

Existing HPP Matka is located downstream, near to the dam body. Upstream, starting from this plant, HPP Kozjak, which is under construction, has larger installed flow of 100 m3/s. To avoid overflows and permanent oscillation of the water level in the storage this existing power plant will be enlarged. The purpose of the project is to produce electricity and to secure constant and favorable flow in the Treska River and in the main river in Republic of Macedonia, the river Vardar. ...

kolektiv autorů, 2005
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Factory of consortium FUJIKOKI
We designed precast hall.
ing. Emanuel Novák, 2001
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Skanska

skanska halaThe shop "SKANSKA" is hall building. The roofing is designed from precast prestressed conrete. The span of the purlins is 24 m, the span of  the girder is 18 m. The construction is designed according to EC 2 and DIN 1045. The "D" (dengerous) areas was solwed "strut and tie" technique. The stiffness of the columns was considered in relation to the stiffness of the  pile foundations.

 skanska stavba skanska stavba detail skanska skelet
skanska hala

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kolektiv autorů, 2003
Hangars Kbely

The statics assesment of the hangars airpot Prague Gbely was persued. The roofing of the hangars is constructed by reinforced concret frame. The span of the rc frame is about 35 m. The roofing is specimen highspan concrete structures. The reconstruction of the hangars was designed.
kbely hala kbely hala kbely hala
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ing. Emanuel Novák, ing Miroslav Císař, 2005
Residental house
Residental house consists of four houses with nine storys. The structure are designed as reinforced skeleton with thick slab without beam.
kolektiv autorů, 2001
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Factory building Strakonice
The roofing of the manufacturing hall was proposed from combination reinforced frame and wood trusses. The span of reinforced frame is 12 m, the span of the trusses is 16 m.
ing. Emanuel Novák, 2001
Lake Osek
The oudoor swiming pool was designed. The lenghts of the swiming pool is 50, the width 33 m and the depth is 3,3m. A deccisive effects for design reinforcement was shrinkage of the concrete, warm stress and strees induced by expansivity of a ice in a winter time.
ing. Martin Kameš, 2005
Skladová hala Lobendava
The span of the precast prestressed hall is 30 m, the span of steel hall is 45 m. The hall was designed according to EC 2 , din 1045. The "D" areas in concrete girders was solved by "strut and tie technikue. The concrete C40/50 was used for concrete hall, the S235 and S275 steel grade was used for steel hall. The stiffness of the columns was considered in relation to stiffness of a pile. ...
kolektiv autorů, 2001