|
|
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.
|
|
|
Design of a technological structure with use of BIM methodology
Brodecká, Denisa ; Bukovská, Pavla (referee) ; Vild, Martin (advisor)
Diploma thesis deals with the design of load-bearing steel structure for hot vapor air cooler. Part of this diploma thesis is also modal analysis of the construction and subsequent inspection of eigenmodes for eigen frequencies close to frequencies of the ventilator, to assess the resonance. The thesis contains of the design and check of structure elements in the computational software, including hand-done static calculation of chosen elements. Five joints are solved using Idea Statica and five hand-done checks of sub-connections, including design and solution of foundation pad. Next part of the outcome of this thesis is creation of digital construction model, including drawings. The Tekla Structures software was used to create DiMS.
|
|
|
Static reconstruction of the baroque wine cellar
Kešiar, Szabolcs ; Bažant,, Zdeněk (referee) ; Strnad, Jiří (advisor)
The diploma thesis is focused on the design of structural support and construction modifications of a baroque wine cellar, which is part of a double-storeyed house. The first part deals with the statical analysis and structural support of a masonry barrel vault, which was loaded with a new building. The second part deals with the reconstruction of the double-storeyed object, which is in a state of disrepair with heavily developed cracks. The thesis contains a technical report, analysis of statics, drawing documentation and the work progress. The calculation of internal forces were executed by the software Scia Engineer 2017. The drawing documentation contains a formwork and reinforcement drawing, maping of cracks, leading of tensions in the walls and vault including of floor plans, sections and elevations, production plans of base plates and deviators, reinforcement drawing of concrete bond beam and finally the construction process of upper construction.
|
|
|
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.
|
|
|
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.
|
|
|
Multifunctional house in Uherské Hradiště
Kopecká, Lucie ; Šuhajdová, Eva (referee) ; Šuhajda, Karel (advisor)
The object of this master’s thesis is a newly-built mixed-use building in the town of Uherské Hradiště. It includes parking and office spaces, retail shops, and a coffee shop. The building is situated in a mildly sloping terrain near the town centre. It is a three-storey detached building with partial basement. The floor plan was created by joining several different-sized rectangles together. The mixed-use building is based on foundation pads and slabs. It is roofed with a warm flat roof and, above the first floor, with a green roof. The building consists of a cast-in-place reinforced concrete frame with columns and beams. The floor structure is composed of prestressed hollow core slabs. The external wall of the above-ground floors is made of hollow clay blocks and the basement external wall is made of permanent formwork. The wall of the lift shaft is built from reinforced concrete and the staircase is composed of precast reinforced concrete slabs. The external walls are insulated with contact thermal insulation system and in some parts there is timber cladding – ventilated façade with thermal insulation from glass wool. The thermal insulation of the basement and of the plinth is made of extruded polystyrene. The object is divided into several functional zones. On the ground floor there is a coffee shop, a copy shop, a stationery shop, and a bakery. On the first and second floors there are office spaces. In the basement there are technical facilities only. The main entrance of the object is from the northwest part of the plot. There the entrance to the car park is also located, situated to the northwest and southwest side of the plot. Bicycle stands and a place for recycling is also located there. Around the object there is a pavement from which there is wheelchair access to all of the functional zones.
|
|
|
Car dealership with auto repair shop
Wilkonský, Roman ; Vašíček, Vladimír (referee) ; Kacálek, Petr (advisor)
This diploma thesis is being solved for documentation of building in the stage of execution. The building is designed as a showroom with car repair shop. The building site is located in the land registry of Ostrava – Vítkovice. Project documentation is designed accordingly to the valid Czech Republic’s laws, bills and building standards. The building is divided into two objects the first one is showroom with administration and the second one is the car repair shop with washing room and restrooms. These two objects are structurally and operationally connected. The largest plan dimensions are 68,56 x 38,36 m. The building is designed as a reinforced concrete frame in the administrative part and a reinforced concrete wall system in the car repair part. The roof is in both cases realized by using steel trusses. The reinforced concrete frame is lined with aerated concrete masonry. In the roof part it is cladded with sandwich steel panels. The building is founded on reinforced concrete foundation pads with combination of strip foundations. The car repair shop is designed as one floor building, whereas the administrative part is designed as two floor.
|
|
|
Reinforced concrete frame structure of multi-storey administrative building
Zdražilová, Pavlína ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
This diploma thesis deals with design and assessment of selected parts of the reinforced concrete frame of multi-storey administrative building according to the ultimate and serviceability limit state. The aim of this thesis was to design and assess the reinforced concrete structure of a slab above the first floor, one column, a foundation pad and a staircase. In addition to the static calculation, drawing documentation is included. Internal forces were obtained from the 3D model created in computational software Scia Engineer 16.1.
|
|
|
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.
|
|
|
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.
|
guest ::
