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Reinforced concrete structure
Hubačková, Pavlína ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
My bachelor thesis focuses on the design of selected parts of monolithic reinforced concrete structures of a department store. Elements for design are locally supported ceiling sab, column and foundation pad. The calculation of internal forces was performed in a computational program SCIA Engineer 17. The Results of the software are compared with the result of the simplified manual method. The settlement of foundation was performer in program GEO 5. A graphical documentation of selected elements is also a part of the thesis. The construction is designed and assessed according to ČSN EN 1992 - 1 - 1.
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Gym – Precast concrete frame construction
Čihák, Tomáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
This master thesis deals with a draft of precast concrete frame structure on the case of gymnasium building. The major part of this work are transversal and longitudinal frames, consisted of footings, columns, girders and precast floor slab. Other parts of the building are not solved. Thesis consists both static calculations and drawings.
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Load-bearing Structure of Hospital Pavilion
Hůrka, Jiří ; Jeneš, Rostislav (referee) ; Terzijski, Ivailo (advisor)
The thesis is focused on the design and assessment of selected elements of load-bearing structure of hospital pavilion. This pavilion consisted of board frame with additionally lined self-supporting perimeter cover. Selected elements of the structure are locally supported slab, columns, foundation pad and staircase . Computational model was assembled of the software RFEM5. Internal forces locally supported slab were verified by manual calculation. The design documentation consist of engineering report, structural analysis and shape and reinforcements drawings of selected structural elements.
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Reinforced concrete load-bearing construction
Kozumplík, Lukáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.
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Precast concrete structure of production hall
Hradský, Richard ; Kostiha, Vojtěch (referee) ; Girgle, František (advisor)
The main part is design and calculation of the transversal frame of industrial building consisting of those parts (girder, column, foundation pad). Computational software SCIA ENGINEER is used for design, calculation and drawing of those forces, moments and stress of elements. The verify of the results and their accuracy is applied handdone static calculation of forces, moments and stress. The drawings of those elemenst will be producted by Computational and drawing software ArchiCAD.
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Reinforced concrete flat
Marčanová, Martina ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The aim of the bachelor thesis is to design selected structures of the multi-storey department store. The supporting structure is a cast in place reinforced concrete frame. A reinforced concrete flat above the lowest floors, an inner column, a foundation pad and a prefabricated reinforced concrete staircase were selected for the work.
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Apartment house
Strejček, Michal ; Skřek, Daniel (referee) ; Donaťáková, Dagmar (advisor)
The subject of this bachelor's thesis is the creation of design documentation for the construction of an apartment building. The building is located on a slightly sloping plot. The apartment building is designed as a stepped house with terraces and retreating stories. It has two floors and a basement, which is partly underground and part protrudes above the ground. There is a garage compound with four parking spaces In the basement. On the first floor there are 2 apartments with a layout of 3 rooms + a kitchenette. On the second floor there are 2 apartments with a layout of 2 rooms + a kitchenette. A walled structural system is being used. The external masonry in the basement is made out of permanent formwork from concrete blocks. The external masonry of the above-ground floors is made of Porotherm ceramic masonry and is insulated with external thermal insulation composite system (ETICS). The internal masonry is made of Porotherm ceramic masonry units. The structure is based on strips foundation and is roofed by a warm flat roof. The horizontal structures are made of prestressed concrete Spiroll panels and monolithic reinforced concrete slabs.
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The Sport Hall in Prostějov
Houška, Daniel ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The goal of the submitted thesis is a design and assessment of a steel load-bearing structure of a multipurpose sports hall situated in Prostějov. The floor plan measurements of the object are 38x54 m with the maximum ceiling height of 9,5 m. Final design variant was chosen on the basis of two preliminary drafts, both processed according to standard ČSN EN. The structure is designed with respect to ultimate and serviceability limit states. The construction consists of 10 cross-links spaced by 6,0 m. The spatial rigidity of the structure’s main load-bearing system is provided by spatial elliptic trussed girders, longitudinal and sway bracings. Roof cladding is carried by purlins placed on trusses. Steel columns are designed as a part of gable walls. The project was carried out in Scia Engineer 2014 software. Some particular elements were subsequently assessed by means of manual calculation. The thesis also includes assessment of joints, construction details and drawing documentation.
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Design and review of selected items of reinforced concrete structure
Leitner, Ivan ; Švaříčková, Ivana (referee) ; Šimůnek, Petr (advisor)
The Bachelor thesis is dealing with the design and assesment of bearing reinforced concrete slab of office building. The ceiling slab is located above the 1st floor. Internal forces were calculated by software Scia Engineer and the results are compared with manual method - Equivalent frame method. The next part of bachelor thesis is the assessment of slab to punching effect and design of the corner column using the interaction diagram. Finally it is performed design of reinforced concrete staircase.
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Low energy building
Tománek, Ladislav ; Kalánek, Jiří (referee) ; Brzoň, Roman (advisor)
The subject of the diploma thesis is the design documentation for the construction of low-energy building. This is a hotel komplex, which is located in the city of Brno-Bohunice. The hotel has four floors, no basement and a warm flat roof. On the ground floor there is a hotel restaurant with facilities for employees, main hall, social facilities, wellness and technical facilities. The part of first floor consists of conference halls and a gym. In other parts of hotel are designed 47 guest rooms. Two guest rooms are for people with reduced mobility. The accommodation capacity of the hotel is 82 people. There are uncovered parking spaces for cars and one bus, tennis courts and a hotel garden on the plot. The structural system is combined with reinforced concrete columns and brick blocks. Horizontal structures are designed as cast-in-place reinforced concrete floor. The construction is based on foundation pad and strip foundation. The external wall is built from hollow clay blocks and insulated with external thermal insulation composite systém. The diploma thesis is processed to the extent of design documentation for construction.
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