This diploma thesis focuses on a project of new building of Planetarium in Prostějov in Olomouc district. The project is in accordance eith official assignment and with contemporary Czech standards and legislation. Building is placed to biggest park of Prostějov, next to the centre of city on an empty plot owned by city. Object should serve to the people as a cultural centre. The building plan is irregullarly-sharped with maximum dimensions 47,6 x 26,6 m and has three floors. On the first floor is galery, literature store and cafe and on the second floor is projection room and observatory. Structural systém is skelet and walls from reiforced concrete. Foundations of the building are made of concrete strip foundation and reiforced concrete square footings and strip foundations. Ceilings are made of reiforced concrete panels. There are roofs made by steel cupolas. Unsound walls are made of porous fittings. All external walls and cupolas are insulated with mineral wool. Doors and windows have aluminium frame and triple glazing, inner doors are wooden. As result there’s structurally, operationally and aesthetically functional complex, that will be benefit for the city and its citizens, especially for their cultural life.

The project is newly built wellness hotel in the cadastral Svatý Kopeček, the town of Olomouc, district Olomouc. The house is in a secluded street in Darwin. On the territory are restrictions concerning the parameters solved object. Notably the location, number of floors and the percentage of stopping. This is a three-storey, basement building with a flat roof. The building is based on the footings of plain concrete and reinforced concrete footings. Supporting, peripheral and partition walls are designed from ceramic blocks POROTHERM in the upper floors of concrete formwork and fittings in the basement. Ceiling structure is designed using locally supported reinforced concrete slabs. The entire building is divided into several sections. The 1s there is an underground garage and wellness. In 1.NP is a restaurant and facilities associated with the operation of the restaurant and hotel. In 2.NP and 3.NP are single rooms. Total capacity is 155 people and has 16 employees. To the building are three main entrances. Two of them are designed as public entrance to the restaurant and hotel. The third is the entrance for staff and supplies. Among other inputs that lead from the exterior of the building is the entrance to the restaurant terrace. Another entry is possible from the underground garage to wllnessu. The proposed facility is designed wheelchair. Before the building is designed parking for 27 cars and underground garage for 44 cars. Five of parking places are for disabled people.

This diploma thesis deals with the processing of project documentation of student housing in the city of Olomouc. The building is located near the university dormitory accommodation of Palacky University. It is designed to complement the missing type of accommodation. Building is a L-shaped five-storey, without a basement and with a flat roof. Structural system is mostly brick, only part of first floor is solved by columns. The building is divided into three building complexes. Two wings for the accommodation have 4 floors. The connector block has five floors, where the 5th floor is only the engine room. Foundation structures are concrete strips and foundation pads. South side of the building is protected from the sun by sunscreens, on which in a future could be installed photovoltaics. The building is divided into three parts in terms of functionality. 1.NP consists of commercial premises in the southern block and private rooms for accommodated in the eastern block. 2nd-4th floor forms spaces designed to accommodate students. Accommodation capacity is 105 people.

The subject of this thesis is to create a project documentation of the design of new construction of fire station in Šumperk. The fire station is designed according to ČSN 73 5710 as a C type station that will be used by professional fire brigade of Olomouc district. The object is structurally divided into two parts - a masonry building, and a reinforced concrete frame. The administrative part of the building together with the base of the fire brigade, technical room, and a fire tower are designed as a masonry building made of Ytong cellular concrete units. One of the parts is designed as a two-level object, while the technical room and the fire tower are designed as a sigle-level object. The circumferential masonry is insulated by contact thermal insulation system. The floor construction is made of Spiroll prestressed floor slabs. The roof is designed as a warm flat roof. The garage is a single-level building with built-in structure of storerooms in part of the garage. The precast reinforced concrete frame is set on foundation pads and foundation sills. The horizontal and vertical supporting structure consists of reinforced concrete parts – columns, Spiroll floor slabs, floor girders, sway frames, purlins and small purlins. The whole object is covered by a warm flat roof. The external cladding consists of PUR isolating sanwich panels.

The work deals with the static solution of monolithic reinforced concrete multi-purpose building, which includes a design point - supported panel, columns, flaps, underground wall and base band. Assessment of these structures in terms od first critical state -carrying capacity.

The subject of this master’s thesis is a solution of chosen parts of building construction project. The project solves industrial hall that contains productions and administrative space. This thesis includes technological regulations for substructure, study of performing the main technological stages, design of using machines, checking and testing plans. Other phrases parts are time schedules, budget, calculations, design of site equipment including engineering report and report for performing access road. Starting materials, which were used for this thesis, were engineering report also including working drawings.

The Diploma’s thesis is focused on the design of selected parts of reinforced concrete exhibition hall (prestressed concrete purlin, prestressed concrete girder, reinforced concrete column, reinforced concrete footing, post-tensioned concrete girders). The load calculation (the self weight, the permanent load, the wind load, the snow load and imposed load), the design and the review of selected reinforced concrete items and the drawing documentation are included in this thesis.

The theme of the master´s theses is to design a wooden structure of city theater with internal steel construction. The concept of wooden structure is developed in two versions according to standard ČSN EN. The theses solve the static effect of the construction and design of individual parts and materials. Theater has dimensions 49.0 x 25.6 m, max. height of 12.5 meters. The construstion is devise to withstand a weight and applicability. The supporting structure of the roof is solved using by 13 arched plate girders. The second variant is designed as arched truss girders. The gable wall is glassed-in, glass envelopes support by wooden structure with columns and side runners. The work also includes solutions for joins and construction details. The structure was solved in the program RSTAB Dlubal 8. The assessment of the components was done using additional module TIMBER Pro. First Variant of plate girder was checking by manual report. The work includes drawings.

This thesis is focusing on general issues of floor concrete slabs, technology, implementation, subsoil models, calculation of internal forces and design approaches. Based on these data the thesis monitors the behaviour of floor slabs according to the various parameters. It also includes three versions of design of the real floor slab, made of steel fibre reinforced concrete, reinforced concrete and prestressed concrete. Economic comparison is also included. In addition it developes a design of the chalice base and reinforced concrete column of the supporting hall system, instead of the original usual base with steel column.

Thesis on "Planetarium with coffee" is processed in the form of project documentation for construction. The proposed facility is designed as a two-storeyed without basement with the main ground plan dimensions of 52,8 x 27,47 m and is located near the village Lošov close to Olomouc. The building is operationally divided into a part intended for public entrance and a part for operation and maintenance. Loadbearing structural system is reinforced concrete monolithic skeleton based on monolithic reinforced concrete foundation footings. Ceiling structure consists of reinforced concrete, monolithic, locally supported, cross reinforced floor slab. Vertical external walls are made of ceramic blocks with contact thermal insulation system. Part of the front rounded facade is designed as glass fronted. The building is covered by a warm flat roof. Roof cladding consists of vegetation layers, walkable terrace or non-walkable structure of roof cladding. The planetarium itself is covered by a reinforced concrete dome with a thermal insulation layer of plates of foamed glass. Fillings of doors and windows are made of aluminum profiles with isolating triple glazing. The building meets the requirements for barrier-free use of buildings.