|
|
Roofing of the New Apartment Building in Rajhrad
Houha, Jan ; Lukášková, Jana (referee) ; Mohapl, Martin (advisor)
Content of this bachelor’s thesis is solving of technological stage of roofing of the new apartment building in Rajhrad. Roof is designed as a cold mono-pitched roof consists of metal plate-connected timber truss. Detailed procedure of assembly of the bearing timber structure and the roof sheathing is provided in specifications. Control and test plans, budget and schedule are elaborated for stage of the building roofing. The bachelor’s thesis contains technical report of the building, suggested construction site installations, proposal of suitable machines and mechanisms required for the given stage, further it solves wider relations of transport lines to construction site and occupational safety and health.
|
|
|
Gas station roof structure
Očadlík, Martin ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
My task was to propose and consider steel structure roof of gas station. Dimensions of construction were determined based on transport service of the 8 supply points. Construction is situated in Zlin. Static calculation of the main bearing elements was made with Dlubal RFEM v.5.03 software. Selected structure elements including joints and column anchors were verified manualy.
|
|
|
Alternative Solution of Roofing of Residential Building in Brno
Kučerová, Petra ; Liška, Pavel (referee) ; Nečasová, Barbora (advisor)
Presented bachelor thesis deals with a solution of technological phase concerning roofing of a residential building in Brno. The thesis includes accompanying report and summary technical report, technological regulations focused on mentioned technological phase, proposal of general construction machines, mechanisms and tools. Moreover the thesis includes chapters as technical report of transport solutions, health and safety plan, quality control plan, environment and health plan, budget as well as time plan (construction schedule) of a relevant technological phase. Part of the thesis is focused on an alternative solutions of roofing and their comparison with respect to finances and activity duration.
|
|
|
Vine House Klentnice - technological phase roofing
Lupač, David ; Rotrekl, Ivo (referee) ; Vlčková, Jitka Laura (advisor)
The main subject of this thesis is the roofing structure of a building used to run a small to medium-sized family winery with own wine production intended for subsequent sale and a guesthouse type of accommodation. This thesis includes a complete technical report, technological regulations, statements, assessment documentation, time schedule, itemized budget, assembly machinery draft, inspection and testing plan, health and safety at the building site, principles and organizational aspects of construction, details and other technical documentation for all stages.
|
|
|
The roof structure of the sport hall in Mikulov
Sochorec, Michal ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
Bachelor’s thesis describes design and static assessment of the roof structure of sport hall in Mikulov. Specifically the roofing of the two tennis courts and surrounding stands. Thesis examine several alternatives of design of roof structure like plate girders from glued laminated timber or truss girders made from solid wood. Girders span is 19 m above each tennis court. In the static calculation are assessed individual supporting elements and their connections. The thesis also includes fire resistant report of some elements of roof structure. Static analysis has been accomplished by student version of the SCIA Engineer 14 software.
|
|
|
Familly House with establishment
Špaček, Luděk ; Potužník, Michal (referee) ; Mátl, Miroslav (advisor)
The subject of bachelor´s thesis is a family house with establishment which serves as projection office. Family house is in village Čechovice, locality Doubí, region Třebíč. It is two floor family house with a one floor part of establishment. The floor plan is irregular. There is possible its variability of construction. It is possible to build the house without dependence on establishment. The offices have got its own entrance, which does not limit in the living area. Object is designed from system HELUZ. External wall Heluz Family 500, ceiling construction Miako is above first above-ground floor, and above second above-ground floor is plasterboard hanged on roof construction. Roofing above the establishment and garage from warm flat roof, above the family house is mono-pitched roof.
|
|
|
ASSEMBLY HALL IN PŘÍZŘENICE. IMPLEMENTATION OF ROOFING.
Veselá, Šárka ; Nečasová, Barbora (referee) ; Kovářová, Barbora (advisor)
The thesis deals with solution of technological stage of roofing of industrial building in Brno Přízřenice. It describes solution of two various types of roofing. The thesis consists of report of the building, suggested construction site installations, proposal of suitable machines and mechanisms required for both stages, further it solves wider relations of transport lines to construction site and occupational safety and health. Also control and test plans, budget and schedule are elaborated for both stages of the building roofing.
|
|
|
The Roofing of The Multipurpose Building
Vojta, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
Aim of bachelor thesis was to design and assess timber framework of roofing multipurpose building. The building will be situated in Trebic. Ground plan dimensions of the building are 80.6 × 54.5 m and building height is 17.1 m. The building will have a curved shape with a radius of 30 m. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure will be solved by concrete anchor blocks on foundation strips. The main supporting element are trusses which statically acting as a double-jointed arches. Stability of trusses is securing by purlins together with bracings. Bracings are composed of four fields of cross bracings and longitudinal bracings. Gable walls will consist of columns with braces.
|
|
|
Roof Structure of Platform of Bus Station in Velká Bíteš
Badin, Vít ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
This work deals with the structural stress calculation and evaluation of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Velká Bíteš. Groundplan dimensions of the structure are 12 x 50 metres. The hight of the structure is 6 metres. The load-bearing part consists of a T-shaped cantilevered lattice-work. Individual bars are formed by rectangular pipes. Load-bearing elements are made of steel class S235 JR.
|
|
| |
guest ::
