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The block of flats with trade gallery
Vyskočil, Jakub ; Sedlák, Radek (referee) ; Beneš, Petr (advisor)
Content of the Diploma thesis is the design documentation a block of flats with trade gallery in Tábor. The design documentation and annexes of diploma thesis are elaborated according to present valid laws, goverment´s restrictions and standards. This object is located on plot no. 1457/33 and 1457/1 cadastre unit Tábor. The building is situated in area designated to housing development. Next to the land are there public infrastructure. The apartment building is divided into 20 flats including one accessible flat and café for 60 customers and max 5 employees. Flats are located from second floor except accessible flat, which is in grounfloor. In grounfloor is common storage area and utility room. Building has four (above-ground) floor. Object is dimensioned 31,7 x 25,2 m and high 13,6 m.The object is builded on finished grade. Load-bearing structural systém is from hollow bricks. Building has flat roof and whole object is thermal insulated.
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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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Prefabricated reinforced concrete hall
Švancara, Marek ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
This bachelor's thesis concerns with a design of particular load-bearing elements prefabricated, reinforced concrete, factory hall in Lanškroun. Calculation of internal forces was accomplished in software SCIA Egineer which uses finite element method and was verified by manual calculation using the forces method. Design was made in accordance with applicable standarts. The result is design of reinforcement and design of transport handle.
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Assembled structure of hall in Vysoke Mýto
Jarmara, Pavel ; Chalivopulos, Paris (referee) ; Zich, Miloš (advisor)
The diploma thesis is focused on design and assessment of mounted storage hall. I have designed prestressed truss, reinforced truss, beam, column and foundation pad. I have made calculations for consideration of ultimated limit state as well. I have made analysis of internal forces for beams just with manual calculations. Analyses of internal forces for column and foundation pad were found with Scia Engeneer. All calculations are following the Eurocode 2. All designed elements have formwork drawing and reinforcement drawing.
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Office Building
Szabo, Daniel ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
The aim of the thesis is recently erected administration building situated in Brno, urban area Slatina. he bulidong consits of three storeys and one underground storey. Architectural composition is temperate and rational with regard on functional use of building and considerates demnads of the investor. Building is created mainly for administration purposes.First storey conists form more parts, there is administrative part, space for shops,stores, relax zones,and the part for stores and utility room. Second and third storey is also for administration , relax zones and social background.Undergorund is the space for garage compound, utility rooms, the spare source for heating, ventilating and air conditioning (HVAC)and store.Load-bearing structure is system S1.2 - reinforced concret skeleton system. The foundation construction is developed from foundation pad, foundation strips and foundation slab. The single- shell roof of this buildng is proposed as the flat roof above the first and second storey and as the roof with growing layer and mound of river stones above the third storey. Our aim was to propose the commercial space for offices with variation usage and also the space for shops, work out compact bulding with spacy and functional disposition.We worked out design documentation in accordance to valid legislation, laws,and technical norms. Drawings are made in AutCAD and visualisations in SketchUp program.
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Fire station
Wrana, Lukáš ; Šteffek, Libor (referee) ; Ostrý, Milan (advisor)
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.
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Structural design of the testing centre
Růžička, Martin ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The master´s thesis concerns with the design of the construction of the testing centre. The hall is divided in two parts, in one of those parts the office rooms are located. The precast concrete frame of the hall is composed by foundation pads, columns, secondary beams and crane beams, precast slabs, and prestressed girders. The thesis contains report, structural design, drawings of floor plans and sections, drawings of formwork and reinforcement, visualization and steps of construction.
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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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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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Reinforced concrete load-bearing construction
Ilčík, David ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is aimed for design and assessment main load bearing elements of a apart-ment building on the ultimate and serviceability limit state. Assessed parts of construction are reinforced concrete slab over the second floor, column and shear wall in the first floor, stairway slab and foundation pad. The elements are assessed in a structural design report according valid standard. There is created drawings. Internal forces are calculated using software Scia Engineer, where is modeled and loaded the construction.
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