National Repository of Grey Literature 31 records found  1 - 10nextend  jump to record: Search took 0.02 seconds. 
Sanitation installations in a high building
Slaninová, Anna ; Bárta, Ladislav (referee) ; Vrána, Jakub (advisor)
My final thesis "Health technical installations in high-rise building" is developed in the form of a project presentation containing all requirements according to applicable regulations for presenting a building construction plan. The design documents a tall building with twenty floors above ground with 3 underground floors handled by distribution of plumbing, and water system, including drainage systems. This property consists of underground garages, offices, restaurants and apartments. Documentation includes projects of connections - water, sewer, individual floor plans, sections, and axonometric diagrams. The thesis is developed by including specialty architectural design and includes the seminar work “Drinking water supply for high-rise building.”
Velodrom
Horký, Rostislav ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Diploma thesis deals with desing and static assessment of supporting steel roof structure of velodrom. Climatic load is determined for location of city Znojmo. The thesis consists of technical report with comparison of 2 options solution, technical report of chosen variant, static report of main supporting parts and chosen connections, bill of materials quantities and drawing documentation. Computational model for evaluation of internal forces is realized in SCIA ENGINEER 17.01 software. Static report is created manually according to valid European standards.
Sanitation installation and gas installation in kindergarten
Laštovička, Petr ; Vaščáková, Alena (referee) ; Vrána, Jakub (advisor)
This diploma thesis deals with the design of sanitary and gas installations in the kindergarten building in Židlochovice in the Družba housing estate. The building consists of two floors, where on the 1st floor there are 2 classes, kitchen, warehouses and maintenance areas. There are also 2 classes on the 2nd floor. The theoretical part deals with the possibilities of using internal installation spaces and requirements for hygienic spaces. The calculation part and the project contain the design of sewerage and rain sewerage, water supply, gas supply and their connection to public networks.
Multifunctional Pavilion
Dvouletý, Martin ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The subject of the diploma thesi is the design and assessment of the pavilions supporting structure for exhibition and other purposes. The building is located close to Zlin. Preliminary designs of supporting structure were created. One of these was selected and detaileddesigned and assessed. Generallythere are two structures that are extended between themselves. A design and assessment of the entrance portal for the exhibition pavilion was created. The entrance portal is an atypical structure that was created from a combination of hyperboloid and cylinder. The entire portal is formed of welded parts and it is completely from glass. The entrance portal has a variable height, where the highest point is 8,258m. The entrance portal is 20,394m long and has a variable width, where the largest width is 12,000m. The exhibition hall, which is located behind the entrance portal was designed from flat arched truss trusses. The arched trusses are made of several radii and hasa overall impression of an elliptical truss. The trusses have a range 37,000m and they are axially distant 6,000m. The height of the arched trusses is 10.530m. In the leading position of the construction were designed pillars and construction for possible connection of the entrance portal, or for the location of the gate system. Whole construction of the exhibition pavilion, without the entry portal, is 54,000m long and 37,000m wide. The built-up area of both structures is approximately 2200m2. Construction are designed according to normative requirements of CSN EN for limit state of load capacity and usability. The main material of the supporting structural parts was used S355JR steel.
The Students themselves - Student Center Poříčí
Mynářová, Iveta ; Poslušná, Iva (referee) ; Jura, Pavel (advisor)
The concept is dictated by the site conditions defined by busy Vídeňská street and peaceful Táborského nábřeží street following the river Svratka along with the building programme. Protect against noise, connect with the waterfront, rejuvenation of the Vídeňská street.
Shopping centre
Mudrík, Marián ; Barnat, Jan (referee) ; Horáček, Martin (advisor)
The objective of the present thesis is a design of the steel-concrete composite structure of a storey shopping centre in Partizanske. The structure is double deck, it approaches to the third floor in the position between the first two frames, too. The construction floor dimensions are 19.8 x 24.0 m and building height is 11.495 m. Overhead fixtures form composite steel-concrete primary and secondary beams. Main construction material is steel S235. Structural steel S355 is less represented. Concrete elements are designed from concrete class C25/30. The load bearing structure consists of frames in axial distance 6.0 m. The individual frames are linked by purlins, girts, bracing and overhead constructions of the respective floors.
Ice Hockey Stadium
Čech, Martin ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
Work deals with variant design of steel structure of ice hockey stadium located in Opava. It is a three-aisled hall with shape consists of intersection of ellipse and rectangle with dimensions 70 x 82m. The roof has cylindrical shape with approx. 50 m radius. The building is about 14 m high. Object is divided to three parts – main aisle and two side aisles. The main aisle contains of a rectangle of dimensions 40 x 42 m and two semicircles of radius approx. 20 m. Frames of main aisle are made of arc roof truss connected to steel plate columns. The side aisles with rectangular shape with dimensions 15 x 42 m are connected to main aisle. The structure of side aisle is made of a sloped roof truss. Longitudinal bracing and cross bracing are used to obtain spatial rigidity of the structure. Roof and wall cladding is made of Kingspan sandwich panels.
How Can We Google More Effectively?
Kolesárová, Lucia ; Shapiro, Irina (referee) ; Macháček, Mikuláš (advisor)
Current Google provides almost all type of information in a similar way - list of web pages. But Each information needs a different manner of mediation. A different way of visualisation. Therefore I decided to create Google of tomorrow. I am focused on a new way of spreading information and communication. I created new tools which help to achieve this vision. These tools operate in augmented reality. My diploma is mainly work of design fiction and information design. I use extrapolation to create possible future scenarios. Future abilities of Google tools are extrapolated from its current technologies.
Cable harness tester
Valenta, Jakub ; Valach, Soběslav (referee) ; Burian, František (advisor)
This semestral paper deals with the issues of testing and requirements examinations for cables and cable harnesses. These terms are defined in the work and the difference in their meaning is described. The work also describes the characteristic features of cables and cable harnesses, explains their importance and focuses in more detail on the variable properties that may change over time or that are dependent on manufacturing errors. The principles and procedures of tests of these properties are covered in the work and are the essence of the subsequent practical part. In this part, the work deals with the design of the measuring circuit prototype for testing of the insulation resistance of cables and their desired continuity in bundles. This design is then physically implemented, the processes of designing and implementing are described in detail and finally its functionality is tested and presented to the reader.
Business Centre
Hándlová, Barbora ; Balázs, Ivan (referee) ; Pilgr, Milan (advisor)
The diploma thesis deals with design of steel structure of shopping centre, which is located in Zlín. The total ground plan‘s dimensions of the structure are 153 x 49 m. The maximum height of the building is 23,1 m. The structure of the shopping centre is formed by columns, primary and secondary beams. Floor structure is designed as composite steel and concrete structure. The roof structure, above the central part of the buildig is designed in two alternative versions. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.

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