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Detached house
Drongová, Zuzana ; Vaněk, Vojtěch (referee) ; Jelínek, Petr (advisor)
The subject of this bachelor thesis is the preparation of project documentation at the level of construction implementation. The aim was to design a family house with almost zero energy consumption. The family house is partially basemented and with a habitable attic. The building is roofed with a gable roof with a corrugated metal roofing. On the south-west side, a dormer roofed with a pitched roof is proposed. On the northwest side of the building is a one-car covered garage with rhombus wood siding and glass infill. The roofing is designed with a vegetated flat roof. The main load-bearing system is made of aerated concrete blocks. The perimeter basement masonry is made of lost formwork blocks. Thermal insulation of the building is solved by contact insulation system ETICS. The building is based on foundation strips.
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Stress and deformation analyses of the bridge near the Jedov mill
Hort, Michal ; Kovář, Jaroslav (referee) ; Fuis, Vladimír (advisor)
Bridges serve to many people every day, so it is necessary to be concerned about theirsafety. Analysis of bridge superstructures are used to increase their safety - and this is also the mainsubject of this thesis. Specifically, it is the analysis of the pedestrian bridge located near Jedov Mill on the Oslava river. For the stress and strain calculations, the method of joints is used, and that iscompared with the finite element method. During the comparison of the methods which hadbeen used, it was found, that the method of joints is suitable for identifying critical points, but cannot accurately determine stress values. While the finite element method can both, identify critical locations and determine the exact stress values. These calculations determinedthe critical locations on the footbridge, which are in the outmost members of the structure. By enlarge their cross-section would increase the safety of the structure. Among the critical trusses do not belong trusses damaged by the footbridge crash. The safety factor of the pedestrian bridge to the elasticity limit state, which is k = 1.74, provides a sufficient reserve for the further use of the footbridge, even if the cross-sections of the above mentioned members are not increased.
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Garage with Fuel Station
Borkesz, Michael ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
Bachelor thesis presents the structural design of a load bearing steel structure of garage with roof construction of adjoining fuel station. The object is located in periphery area of Uherske Hradiste city, near Jarosov district. The ground plan dimensions are: 36 x 32 meters garage hall; 20 x 20 meters fuel station roofing. Heights of both construction tops are same – 10 meters above the surface. As the main material supporting elements was designed steel S355. The main supporting structure compose of trusses, which are hinged supported by columns. The roof deck is heat insulated, supported by purlins. The wall deck is simillar to roof deck, except of the front wall, which is partly composed of glass casing. At the both sides of garage hall are designed gates for vehicles. The roof deck of fuel station roof construction composes from one single trapezoidal sheet, also supported by purlins. The work contains structural design of individual elements, including mutual joints and anchoring. Calculations are performed according to standards of EN.
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Static analysis of wooden truss
Cicálková, Eliška ; Zídek, Rostislav (referee) ; Vlk, Zbyněk (advisor)
Bachelor work is processed as static calculation of traditional wooden roof. For analysis of structural model is used program using finite element method (FEM) - Dlubal RFEM 4. According to the actual implementation is modeled brace calculating model. Here separate construction elements are assessed the first and the second limit states - ultimate limit state and serviceability limit state. Nail connection is maked at the close of work. It´s connections of roof tie and rafter.
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Steel load-carrying structure of production hall with bridge crane
Štulrajterová, Terézia ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor thesis deals with the design and assessment of a steel load-bearing structure of a two-aisle production hall. That hall has a rectangular ground plan of a width 32 m (20 + 12 m) and lenght 54,54 m (9 modules distanced 6 m from each other). The main aisle is 10 m high and inside is located a overhead crane with carrying capacity 5 t. The second aisle is used as a storage area for materials that have already been produced. The skeleton of production hall is made of a ten transversal bindings. Lattice trusses are hinged mounted on constraint pillars of solid poles. The hall is situated in the north of the Czech Republic in the city of Děčín.
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Samostatně stojící rodinný dům
Čupec, Jakub ; Žižka, Lukáš (referee) ; Vajkay, František (advisor)
The bachelor work is dealing with architectonical, construction and technical solution of the double floor family house (without basement). The object is located in Babice nad Svitavou. Babice nad Svitavou belongs to the cadastral region Babice nad Svitavou with the property number 693. Family house is designed for five member family. Construction is designed as a sandwich composition with load bearing, timber skeleton structure. The house is designed with regard to decrease the impact on an environment during the construction process as well as future usage.
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Storage hall
Osyková, Martina ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The master thesis ´´Storage hall” deals with designing of selected elements prefabrikated skeleton hall. Discussed elements are truss, beam, girder, column and prefabricate footing. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces for columns and prefabricate footing was carried out with usage of the program Scia Engineer, 3D model of the whole object was created. Analysis of internal forces for the rest of elements was carried out with help of manual calculation. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the truss.
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Detached house with copycentre
Haltmar, Lukáš ; Kalánek, Jiří (referee) ; Ostrý, Milan (advisor)
The subject of my thesis is the design non-celar two-storey family house with a shop of copy requirements and copycentr. The building is built in a quiet village in the Štíty near Šumperk, in the cadastral Štíty-město. The house is designed for 4 people. Access to the building and premises are wheelchair accessible. The support structures are built of aerated concrete blocks insulated slabs of mineral wool. House is built on a strip of plain concrete. The roof is a truss, saddle. The project is the work of the seminar focused on assessment of structures in terms of thermal and acoustic techniques.
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Housing for seniors
Vrbický, Josef ; Donaťák, Vladislav (referee) ; Donaťáková, Dagmar (advisor)
The subject of the diploma thesis is the design of a new building of a free-standing building for housing for the elderly, in the form of project documentation for the construction. The building is designed brick with monolithic reinforced concrete ceilings. Perimeter masonry is designed from ceramic brick blocks th. 300 mm supplemented by contact insulation system ETICS th. 200 mm, which will be provided with silicone plaster with a grain size of 1.5 mm. The internal load-bearing masonry is designed from acoustic ceramic brick blocks of thickness 250 and 300 mm. The partitions are designed from acoustic partitions. The ceilings are designed with a heavy floating floor with excellent acoustic properties. The roof above the two-storey part is designed as a single-skin flat with extensive greenery. Above the three-storey part is a hipped roof made of lattice trusses and sheet metal roofing. The windows are designed with plastic insulating triple glazing. The balcony railing is designed for aluminum with safety glass filling. The building is heated by a gas boiler and controlled ventilation is designed throughout the building using a central recuperation.
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Industrial building
Nitková, Jana ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
The bachelor thesis contains design of steel one-aisle industrial building with span 24 m, lenght 63 m and height of the holder of a crane track girder 8,7m. There are two overhead cranes with load capacity 12,5 tons and 32/8 tons in industrial building. The structural material hall is made of steel S 235. The drawings includes transverse and longitudinal section, platform and manufacturing drawing of continuous truss.
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