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Reinforced concrete structure
Bartoška, Ondřej ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
The bachelor's thesis deals with the construction of a two-storey detached reinforced concrete house. 3 parts of the house, a two way slab, stairs and columns will be designed. ARCHICAD 22 program was used to design a detached house, and the SCIA 19.1 program for the model and subsequent calculation of internal forces. The work includes drawings of the reinforcement of the slab, staircase and column made in the program AutoCAD 2019. A simplified 2D model was created to verify the accuracy of the 3D model. The building is designed according to ČSN EN.
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Reinforced concrete slab supported on columns
Hadamíková, Karolína ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The bachelor thesis is focused on design and assessment point-supported slab on the lowest level of fourth-level storage to ultimate and serviceability limit state. Design of slab was created in software SCIA Engineer and followed by checking if it is right by manual calculation. This thesis contains a static calculation and technical drawings of typical column, foundation pad. At the end of structural assessment was calculated prefabricated staircase. All structures were proceeded according to the valid standard ČSN EN 1992-1-1.
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Design of selected elements of reinforced concrete structure
Klust, Vojtěch ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
Diploma thesis deals with the desing of reinforced two way concrete foundation slab in three variants. In the first variant is slab of constant thickness. In the second variant is haunched slab. In the third variant is slab with piles. The thesis includes a structural design as well as drawings. All calculations were performed in accordance with applicable standards. For the design was used program SCIA Engineer 19.1.
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Design of a load-bearing reinforced concrete structure of a family house
Bartoška, Ondřej ; Čairović, Dorde (referee) ; Zlámal, Martin (advisor)
Diploma thesis is focused on the construction of a two-storey, partly basement, family reinforced concrete house. The ARCHICAD 22 program was used to design this object, the SCIA 21.0 program was used for the model and the subsequent calculation of internal forces. In addition to the static calculation, the work includes reinforcement drawings and drawings of the shape of selected monolithic parts made in AutoCAD 2021. Reinforced concrete elements are assessed in accordance with ČSN EN 1992-1-1.
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Static analysis of reconstructed family house
Matuška, Vojtěch ; Koláček, Jan (referee) ; Strnad, Jiří (advisor)
The bacheor’s thesis deals with design of masonry and cast-in-place concrete constructions during reconstruction and adjustmnent of house. The main part of thesis is focused on design of cast-in-place concrete two-way floor slab. The thesis also deals with designing of cast-in-place concrete staircase and foundations and also masonry walls. The calculation was performed by SCIA Engineer software and verified by manual calculation.
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Concrete basement structure of family house on the slope
Čípek, Luboš ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
This thesis focuses on design and assessment of load-bearing elements of a cast-In-place basement of a family house in Vranov. The thesis also includes a report about static analysis and the implementing engineerig report, vizualization of implementing, structural design report and the drawings of formworks and reinforcement. The calculation of the internal forces on floor slab over the basement was performed by the Dlubal RFEM software.
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Indoor swimming pool - concrete tank construction
Pőthe, Péter ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The aim of the diploma thesis was to design reinforced concrete construction of the indoor swimming pool and ensure impermeability of the construction, to ensure behavior as concrete tank construction. Static analysis was done by using program Dlubal RFEM 5.12, where interaction of subsoil with construction was taken into account. Slabs around the swimming pool area were divided into expansion section because of temperature changes from glass façade an after that the sealing of expansion gap was solved. Construction system under the swimming was designed and was tested the behavior of walls and slabs. Analysis was done also to considerate of hydration heat. The drawing was done by software CADKON RCD.
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Car Showroom
Schusterová, Soňa ; Brzoň, Roman (referee) ; Bečkovská, Tereza (advisor)
This thesis deals with the elaboration of construction project documentation of newly built car showroom with authorized service station and financial centre located in the city of Kroměříž. The building was designed as self-standing with one underground and two above ground floors and is conceptually divided into three tracts – car showroom itself, technical facilities and authorized service station. There are underground garages, storage of new cars and technical rooms situated in the basement. Showroom, sanitary facilities and operational premises, separate client services such as reception, new car selling desk, service station desk, spare parts selling desk or reception technician desk are situated on the ground floor. Also there are storage of spare parts, car wash with utility room and facilities for employees of service station. Service station itself and storage of tires are adjacent to these areas. First floor is only partial and includes financial department, offices and directorate. Construction system of this building is designed as reinforced concrete skeleton with cross-reinforced boards. The skeleton is partially blocked by porous concrete blocks 300 mm thick with thermal insulation of mineral wool 200 mm thick (main part) and 160 mm thick (service station, storage). The facade is ventilated and glazed facade system is used.
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Design of concrete structures reinforced with FRP reinforcement
Bártová, Denisa ; Januš, Ondřej (referee) ; Girgle, František (advisor)
The thesis deals with design of a FRP reinforced concrete structure. The structure is a two way floor slab designed in two ways. The first one is typically reinforced concrete; in the second, the upper reinforcement is replaced with a FRP reinforcement. Ultimately, both variations are compared at the end. The floor structure is located in exposure class XD1. The thesis includes a structural design as well as drawings. All calculations were performed in accordance with Eurocode 2 and Fib. Bulletin No. 40.
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Reinforced concrete structure of a multifunction building
Gregorová, Michaela ; Kostiha, Vojtěch (referee) ; Šulák, Pavel (advisor)
Bachelor thesis is focused on design of two way slab of multiple building, elaborating drawing of shape and reinforcement drawing of solid ceiling tile. Solved ceiling tile is located above 1.NP. Calculation of internal forces is performed by the method of spare continuous beams and compared with results from calculation program SCIA Engineer. Reinforcement drawing are drawn in program AutoCAD with superstructure Recoc. Next part this bachelor deals staircase, which leads from 1.NP to 2.NP, this it is connected to the solved ceiling. Next is assessed internal wall, which is made of brick elements and below it, proposed foundation construction. For calculations has been used norm ČSN EN 1992.
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