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Implementation of Building Construction Phase - Extension of Apartment Building in Luhačovice
Holba, Petr ; Liška, Pavel (referee) ; Nečasová, Barbora (advisor)
The subject of bachelor thesis is a realization of extension of the apartment building. This apartment building is located in Luhačovice. The thesis deals with the solution to technological processes of roof trust´s realization with several dormers and roof windows. The thesis also deals with realization of roofing and plumbing work. This thesis contains engeneering report, site equipment, technological regulations, machine set, time schedule of work, budget, control and test plans, construction schemes of roofing.
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The roof structure of a multipurpose sport hall in Brno
Grussmann, Jan ; Pilgr,, Milan (referee) ; Šmak, Milan (advisor)
Bachelor´s thesis describes the design and static assessment of the main roof structure supporting elements of the multipurpose sport hall in Brno. It is the emphasis on the optimization of the proposal in terms of material consumption. Curved girders made of glued laminated timber and on the edge connected rafters forms together the cross-link structure. Basis of OSB sheathing carrying the roof deck is secured by the orthogonal grid system purlins and rafters. The static calculation also includes fire resistance reports of single elements.
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HST Station at the Airport Brno Tuřany
Kuchtík, Pavel ; Ruller, Ivan (referee) ; Nový, Alois (advisor)
This diploma thesis was prepared as an architectural study. The subject of the proposal was design of VRT station in Brno-Tuřany, near Brno airport. It was designed station building with platforms and four tracks. Two of them are passable and the other two are stationary. Rails leads below ground level. Above the rails is rail station that connect both areas next the rail corridor. Railway station serves primarily to transfer between rail and air transport.
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The steel construction of a departure platform
Petrovič, Jiří ; Balázs, Ivan (referee) ; Štrba, Michal (advisor)
Bachelor's thesis deals with the structural stress calculation and evalution of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Pardubice. Groundplan dimensions of the structure are 24 x 35 metres. The high of the structure is 8 metres. The load-bearing part solid pilar columns and trusses consist of a T-shaped lattice-work. Individual bars are formed by rectangular pipes and I profile. Load-bearing elements are made of steel class S355 J2.
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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.
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The Roofing of the Sport Hall
Stehlíková, Iveta ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The goal of this diploma thesis is designed and reviewed the roof of the timber construction of sports structure, the span is 50 m and the length is 90 m. The design of the structure is located in Ústí nad Orlicí. The shape of the hall is arc sector. The structure is designed from glue laminated timber, solid timber and steel load bearing elements. The main load bearing elements are truss girders, which static function as two hinged arch. The stability of the girders is ensured by purlins, transverse stiffeners and longitudinal stiffeners. The stiffeners are situated in five fields. Front sides are made by girts and truss columns.
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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.
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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.
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Manufacturing facility in Písek u Jablunkova - realization of rough top structure
Labaj, Ondřej ; Diaz, Yvetta (referee) ; Vlčková, Jitka Laura (advisor)
The bachelor thesis deals with the realization of the rough top structure of the manufacturing facility for the company Olzanka s.r.o. This work deals with the walling of the building, realization of the semi-mounted ceiling structure and roof truss with tin roofing. For these processes, technological regulations were drafted, machine assemblies were designed, an item budget was drawn up together with a bill of quantities. In addition, an OHS regulation, a control and test plan for the walling process, a time schedule, traffic relations and site equipment drawings were developed.
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