Diploma thesis is focused on the design of prestressed concrete membrane from the lightweight concrete. The concrete membrane is in the interaction with the bearing steel structure, which one is supported. I did only one variant of the solution, which was optimized. The goal of the design was determined the initial state of a membrane and ensure to in the end of design working life was the membrane in the compression state and the cracks couldn’t appear. The structure is modelled in the main (longitudinal) direction as a spatial frame in program ANSYS 17.2. This tool enables to perform analysis of the construction stages. The rheology is calculated manually and supplied to the model as relative strain. The whole structure is checked for ultimate limit state and serviceability limit state according to valid Eurocodes. Transverse direction is modelled by shell elements in program RFEM 5.12. Construction stages and global behaviour of the structure were analysed. The checks have been calculated manually and control in program IDEA StatiCa. The attachments of the thesis are drawings, visualisation and schemes of construction stages.

The aim of the diploma thesis is the design of a continuous bridge construction of five fields in the direction of the town Albrechtice - Opava. The bridge overcame local roads and railway tracks and is part of the bypass of Albrechtice. From the three proposed variants, a pre-stressed two-beam structure was selected for the detailed solution and it is assessed according to the limit states and includes the effects of gradual construction. Further detailed drawings are drawn up.

The subject of this diploma thesis is a project for design documentation of boarding house which is oriented at south Moravia in the village Pavlov. The object is solved as four-storey with a partial recession of the first floor into the terrain. Boarding house will serve for the accommodation of 52 people. In the first floor, there is an entrance hall with reception, relaxing area and technical equipment of the building. In the second floor, there is a restaurant with a terrace and all necessary facilities for guests and restaurant staff. Two second highest floors are determined for guest accommodation. The construction of foundation is made from strip foundation. The structure is from bricks with monolith reinforced concrete frame in the first floor. It is a longitudinal wall system transversally reinforced by staircases. The perimeter walls will be insulated with ETICS system. The ceiling will be created from the prestressed reinforced concrete panels. Construction of roof is made from truss girders saddle type.

The aim of diploma thesis was designing motorway viaduct over rowing track. From three possible options was selected one, which represents cable stayed bridge with three spans. Design procedures and assessments were pefrormed to comply with the ultimate an serviceability limit state according to valid European standards. The calculation was performed in software Midas Civil 2020. Structural assessment was done by IDEA Statica 10.1 in combination with hand-done calculation. The part of this thesis is also enclosed drawings and visualizations.

The Master’s thesis is about processing design documentation for a new bulding of firehouse type P4. Location of the bulding is chosen so the firehouse is near the industrial precinct , further to be near to the planned highway connection and city bypass so they don’t have to pass in the event of an alarm through the city. The firehouse is design as partly two-storey and partly single-storey building. On the first floor is on the north storage part with technical utility rooms. In the middle is garage for fire trucks, and on the south side of the station is hygienic and wet areas, gym and meeting room for emergency staff. On the second floor are rooms for firefighters and offices for officers. Construction system of the building is precast concrete frame with longitudinal construction system. Building envelope is due to the local architecture designed as infill wall with contact thermal insulation systém ETICS. Warm flat roof are green. In the station are placed eight firetrucks (3x CAS, DA, TZA, RZA, AŽ, NA) and 17 fireman in the one shift in three teams.

The subject of the thesis is a project for the implementation of the construction of the Pension with restaurant and wellness, located in South Moravia in the village Zaječí. The building is designed as a two-storey basement with partial embedding of the first underground floor into the ground. The guesthouse will be used for temporary accommodation of 24 persons. On the first floor there is an entrance hall with reception, facilities for staff and accommodation rooms. The other rooms are located on the second floor. In the basement is a restaurant and wellness, as well as technical facilities. The building is based on the foundation passports. Constructionally o brick building from ceramic blocks. It is a longitudinal wall system transverse stiffened by walls. External walls will be insulated by contact insulation system ETICS. Ceilings will be created from prestressed ceiling panels. The roofing is designed using a saddle roof truss.

Diploma thesis deals with design of a new bridge on motorway D48 located on bypass of Frýdek – Místek. Total spread of the bridge is 113 meters. Thesis includes 3 studies. For next assesment was chosen concrete girder box construction with 3 spans. Bridge is bulit on falsework. Structural analysis includes influences of construction by TDA method. Load effect is solved in Scia Engineer 18.0. The assessment of the bridge was made according to EC.

This thesis deals with a bridging design of a river and ČD railway at the town bypass . The construction of the bridge is made as a running girder used for the road S 11,5/70 crossing the river Šlapanka and the railway line Šatov – Kolín, TÚ 1201. The work comprises some alternative solutions to this bridging design as well, especially alternatives of cross-section, static system and bridge building process. The static design solution made on a computer includes TDA (Time Dependant Analysis). All suggested alternatives consist of a design of prestressing and rough assessment of chosen sections. The next goal of this thesis is working-out of a project based on chosen alternative of the main bearing construction and a rough calculation of the foundation.

The object of this work is the preparation of project documentation for construction of a block of flats building containing all requirements in accordance with applicable regulations and standards. The building is located on sloping terrain on land 553/14, 553/15, 553/16 and 553/17 in the cadastral area Nemošice. The building has three overground floors containing a total of eleven residential units and one underground floor, which is partially below ground, where the six individual garages and cellars. Perimeter walls floors are made of ceramic bricks, underground floors of concrete bricks. Masonry is fitted with contact system. Ceilings are made of prestressed concrete ceiling panels, flat roof single casing.

The theme of the dissertation is former brewery in Opava. Specifically: Spilka, Varna and Strojovna. Current state and adaptation for new using is solved.