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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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The multipurpose building in Pardubice
Tunková, Eliška ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The topic of my diploma thesis is a design of a construction of a multipurpose building. The floor plan is of irregular shape with a maximal span of 35 metres. There are two buildings in shape of a hexagon, to which another building in shape of a half of a hexagon is connected. Part of the building is designed as a two-storey building and all parts are different in height. The hight of the designed building in its highest point is 13,5 metres. The load-bearing structure consists of glued laminated wood elements and raised wood with steel elements used as fasteners. The construction is designed alternatively from wood and steel. The static solution was made using the RFEM software.
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Polička riding hall
Andrlová, Lucie ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of the bachelor thesis is to design and assess the wooden riding hall for horses. The object is located in Polička. The construction has a rectangular shape with dimensions of 21 m x 42 m and arched roof. The design is made of glued laminated wood, solid wood and steel elements. The basic supporting elements are full-thickness girders made of glued laminated wood which statically act as double-jointed arches. Steel transverse stiffeners and purlins that provide stability to the trusses are designed from a solid wood.
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The Roof Structure of a Multipurpose Sport Building
Stehlíková, Iveta ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The goal of this bachelor work is designed and reviewed the roof of the timber construction of multifunction sports structure, the span is 40 m and the length is 60 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 solid girders, which static function as two hinged arch. The stability of the girders is ensured by purlins and transverse stiffeners. The stiffeners are situated in four fields. Front sides are made by girts and truss columns.
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Timber load-bearing structure of sport hall
Leško, Adam ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
Bachelor thesis deals with design and assessment of timber load-bearing structure of sport hall. Structure is designed on rectangle ground plan with dimensions 31 x 55 meters and with saddle roof. Main load-bearing system is created from three-hinged frames with curved frame corner and changing profile height. Frames are made of massive beams from glued laminated timber. Stability of load bearing structure in longitudinal direction is secured by system of steel bracing and purlins from glued laminated timber.
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The roof structure of the sport hall in Blansko
Tunková, Eliška ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
The topic of my bachelor’s thesis is a design of a construction of a sports hall. The hall’s floor plan has a rectangle shape. The width is designed to be 32 metres and its length is 52 metres. The roof construction is curved in a shape of a circle and its axial height is 12 metres. The construction is designed to be made from wood and steel with alternative arrangement. The static solution was implemented using the RFEM software.
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Hangar
Čajda, Daniel ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This thesis is about designing and assessmenting timber structure of hangar in Brno - Medlánky. Hangar is designed for small planes at Medlanky airport. Plan view of hangar is 116 m × 64 m and hight is 10,6 m. The building is curved and building forms part of a semicircle. The main frames are irregular and formed of solid girder which statically acting as a double-jointed arches. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure is solved by concrete blocks and foundation strips. A spatial rigidity of the structure is provided by the sway and longitudinal bracings. Roof and peripheral walls are made by sandwich panels.
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The roof structure of the planetarium.
Vojta, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of the final thesis was to design and assess timber loadbearing structure of planetarium located in Brno and height of the construction 10 m. Designed building of planetarium consists of dome and hall, which operate separately. The structure is designed from glue laminated timber, solid timber and steel bracing, ridge ring and connecting elements. Building foundations is solved by reinforced anchor blocks fixed to foundation pads, which are connected by foundation strips. Loadbearing structure of the dome consists of arched beams together with purlins and ridge ring. Stability is ensured by 4 fields of cross bracing located between purlins. Loadbearing structure of the hall consists of roof and wall beams connected by frame corners together with roof and wall purlins. In gable walls is structure complemented by columns. Stability is ensured by diagonal and vertical elements situated between wall purlins, which together form a truss system.
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The structure of a sport hall in Opava
Měchura, Marek ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The aim of this bachelor thesis was the design and assessment of the supporting structure of the sports hall in Opava. An arch-shaped structure with plan dimensions of 38 x 55 m and a height of 15 m was chosen. The structure is designed from glued laminated timber, solid timber and steel. Steel was mainly used for connetcing elements. Statically, the arch acts as a three-jointed beam. Transverse links formed by arched trusses are spaced 5 m apart. The stability of the trusses is ensured by the purlins together with the transverse bracings.
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