|
|
Strenghtening of the load bearing parts of the production hall
Čížová, Kateřina ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The diploma thesis deals with the strenghtening of the supporting parts of the production hall in Drásov. In the first part the existing load bearing capacity of the structure is solved. The next step is to design of strenghtening variants for nonconforming columns and short corbel. Columns and short corbel are strenghtening with monostrand. At the end of the thesis, verification of the load bearing capacity of the strenghtening structure is performed.
|
|
|
Assessment of sewerage systems of urban catchments
Velikovská, Kristýna ; Raček, Jakub (referee) ; Raclavský, Jaroslav (advisor)
The bachelor thesis prepares new and present knowledge of assessment of sewerage systems of urban catchments. Theoretical part of the thesis describes classical and contemporary integrated concept of draining waste water from urban catchments. In pursuance of contemporary integrated concept, there is a list of methods, which is used for monitoring conditions of sewer system, making a simulative modeling and solving of elementar tasks in water management. Practical part of the thesis uses gained knowledge to assess sewerage systems of Kladeruby nad Oslavou village. The bachelor thesis is written with respect to valid legislation.
|
|
|
Design of various ways of carrying out the ceiling construction of a family house
Klust, Vojtěch ; Šulák, Pavel (referee) ; Kostiha, Vojtěch (advisor)
Bachelor´s thesis deals with the design of floor structure of detached house made in three variants. In the first variant floor structure is made by reinforced concrete two way slab. In the second variant floor structure is made by prefabricate prestressed concrete floor slab SPIROLL. The third variant is filigree floor slab which are then concreted. The thesis includes a structural design as well as drawings, All calculations were performed in accordance with applicable standard.
|
|
|
Tennis Hall in Bystřice pod Hostýnem
Pospíšilová, Vendula ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The bachelor thesis is focused on a proposal and a review of load-carrying steel structure of the tennis hall for 3 tennis courts. The construction is located in Bystřice pod Hostýnem. The hall contains 11 main frames spaced by 5.8 m. It is a building of a rectangular plan with a groud plan dimensions of 38.0 x 58.0 m. The main support system includes cylindrical lattice truss, purlins, longitudinal and transverse bracing which secure the spatial rigidity of the construction. For analysis was used the programme Scia Engineer.
|
|
|
Bridge over the river after its widening
Strouhalová, Petra ; Rušar, Jaromír (referee) ; Klusáček, Ladislav (advisor)
This final thesis deals with new design of post-tensioned concrete bridge across river Vsetínská Bečva in the area Ústí u Vsetína. The existing bridge with three spans found in therms of inundation, that´s why is replaced by new four spans bridge construction. The bridge is situated on highway I/57 and used to transfer across the river. The superstructure is designed in three alternatives. Detailed assessment is only for one chosen variant a post-tensioned two-beam concrete.
|
|
|
Sports Building in Olomouc
Hrycík, Martin ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
Work deals with design of the steel structure of the sports hall in the Brno region . The hall has a rectangular shape with dimensions of 42 x 24 m and a height 11 m. transverse bond makes a cylindrical truss with a span of 24 m placed on columns height of 8 m. Purlins with span of 6 m are placed on the trusses. Roofing and curtain wall is made of sandwich panels.
|
|
|
Business centre
Soudek, Jan ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
The subject of this thesis is the design and assessment of steel construction of the shopping center in Chrudim in Pardubice region. Business center was designed as a three-aisled with a common space in the middle. Each hall has a platform 48.0 meters x 63.0 meters, shared space is a ground plan the shape of an equilateral triangle with sides of 48.0 meters. The construction of halls in the transverse direction comprises three trusses. The two beams are to span 20.0 meters and a span of one to 8.0 meters. Clearance height ranges from 8.0 to 10.0 m. The main structure is made of rectangular hollow sections, tubes of circular profiles and will be awarded. The axial distance trusses is 7.0 meters.
|
|
|
Sports building in Soběšovice
Fojtík, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
In my work I deal with design and assessment of the supporting structure sports hall with dimensions 30x45 m and a height of 15,5 m. Hall is designed as a truss structure formed by cross-links, which are axially located 9 m. Roof is like a saddle with a slope of 5.71 °. Cladding hall is made sandwich insulation panels.
|
|
|
Administrative and production building.
Hándl, Vítězslav ; Barnat, Jan (referee) ; Buchta, Stanislav (advisor)
In my bachelor thesis I deal with the design and assesment of the steel structure two storey big office and production hall. In the groundplan the hall has dimensions 44x12,5 metres and the hall has a height of 9,225m. The object is designed as a hall with frame structure. The frames are axially located one from each other in 6m. Roof has a saddle type shape with a downgrade of 5,71°. The sheating of the hall is made up of sandwinch insulation panels.
|
|
|
Design of concrete structure of gym in Olomouc
Bohatec, Jiří ; Nečas, Radim (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design and assessment of reinforced concrete slabs above the 1st floor in a gym in Olomouc. The proposal will be implemented in two versions, monolithic and pre-fabricated. The resulting design will be compared at the end. It is also proposed monolithic staircase. Ceiling plate will be assessed according to ČSN EN 1992 - 1 - 1.
|
guest ::
