This diploma thesis ‘multi-functional‘ building is elaborated in form of a project documentation fulfilling all requirements in accordance with valid directives. The project refers to a detached multi-functional new-build placed on a moderate slope in Kralupy nad Vltavou. The building includes a basement and four floors overground. This multi-functional house will be used as an apartement building with a café, containing eleven housing units – apartments. One of units on the first floor is designed as handicapped-accessible. Café with facilities and a separate entrance for public will be located in basement. Overground, outer and interior bearing walls are meant to be made of Porotherm system. The underground wil be made of concrete blocks ‘Best’. Ceiling construction will be fabricated from prestressed ceiling concrete panels ‘Spiroll‘. Roofing is maded of two parts, both are pent roofs with angle of 7°. The roof is designed as a double wall, where for the outer shell is used a wooden construction coated with concrete roofing panels ‘Bramac’. The inner shell is composed of a suspended ceiling with insulation. Part of the project is a construction of paved areas aside the building and fencing.

Master´s thesis processes Construction technology project and implementation of bridge at Soběslav on the route D3, section D3 Tábor – Veselí nad Lužnicí, concretely SO 7-216 Bridge over the route III/15527, Černovický stream and biocorridor km 94,100. This is a permanent road bridge about 25 fields with the continuous construction of precast prestressed concrete beams longitudinally coupled concrete slab.

This diploma thesis deals with the development of constructive technology project od local road in Žďár nad Sázavou. Specifically, there is a solution prestressed reinforced concrete construction of the bridge over the Sázava river according to the extent of the diploma work.

The aim is to propose solutions to the new bridge construction due to its unsatisfactory compared to the existing bridge reconstruction project . There are three studies bridging and selected variant trapezoidal plate further processed static opinion. The design was judged by the ultimate limit states and usability. Partial assessments were made for the anchoring system, anchorage area , unravels notched bars and store design to support .

The subject of this thesis is the design and assessment of the bridge construction across the deep valley on highway traffic. From three variants, which were compared to each other, was the most suitable further examined. The solved structure is made of post-tensioned concrete, and is formed with cell box girder with transverse overhangs, which are supported by prefabricated struts over the length of the bridge. The load was considered by the European Standard EN 1991-2 - Traffic loads on bridges and dimensioning according to EN 1992-2-Design of concrete structures - Concrete bridges - Design and detailing rules.

The final thesis „Kindergarten in Zubří“ is processed in the form design documentation for the construction. Kindergarten is designed for fifty children, part of the building is a large garden. It is a detached building with two floors. The surrounding terrain is slightly sloping. Kindergarten is located in a good walking distance from residential buildings in the town. The facility contains three class, the economic part, part of the leadership, part of the hobby activities, the public part. It is a masonry building based on the concrete strip foundations.

The objective of the present thesis is to design a sports center and provide the relevant design documentation for it. The designed building is situated on a flat plot in Hradec Králové which is intended as a building plot or a sports/relax area. The designed sports center is a two-level building without cellar with a flat roof. The building foundations are designed as foundation strips, mainly from plain concrete. The external, loadbearing, and partition walls are designed with clay blocks POROTHERM. The floor structure is designed with prestressed concrete floor slabs SPIROLL. The thermal insulation is resolved with ventilated facade with facade panels. CEMBRIT SOLID. The building is divided into three individual functional units with one shared entrance. It consists of two sports halls with facilities designed for sportsmen and staff, and a gym together with the facilities for costumers. A restaurant and a kitchen are situated in the second floor.

The work deals with design of load-bearing structure of watertower. The solution include design and assessment of all main parts of watertower according to ČSN EN 1992 in the ultimate limit state and the serviceability limit state (crack limitation).

Master´s thesis describes the design and static calculating of selected elements of prefabricated reinforced concrete hall with bulit-in office, elaboration of basic drawings of the project documentation, shape and reinforcemenet drawings of these selected structural prefabricated elements. The work also includes technical report, details of selected element´s contacts, drawing of plates and study of the behavior of reinforced buildings. Calculation was performed by using a computer program AxisVm, Microsoft Excel a IDEA StatiCa

The aim of diploma thesis is to design a made-up bridge construction over the road network.There were made three studies of bridging which were compared consequently. Two-joint ginder without haunched was selected as the most suitable option and it was designed in details. The construction was assessed according to the ultimate and serviceability limit state.