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 ...
STOCK OF spent nuclear fuel - NUCLEAR POWER PLANT TEMELÍN
|2009 - Novák, Hanuš, Beneš|
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|
|The 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. The tank’s bottom will be situated at elevation 309.2 m, the top edge of the t ...
|ing. Emanuel Novák, 2005|
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|
|We designed precast hall.||ing. Emanuel Novák, 2001|
The 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....
|kolektiv autorů, 2003|
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.
|ing. Emanuel Novák, ing Miroslav Císař, 2005|
|Residental house consists of four houses with nine storys. The structure are designed as reinforced skeleton with thick slab without beam.||kolektiv autorů, 2001|
|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|
|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|
|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|