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The Roof Structure of Sport Building
Straka, Pavel ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of the bachelor thesis is to design and assess wooden framework of roofing of multipurpose sport hall. The object is located in Moravské Budějovice. Ground plan dimensions are 40 m x 60 m and height is 10,7 m. The main load-bearing elements are full length beams, which statically acts as a double-jointed arches. The design is made of glued laminated wood, solid wood and connecting steel elements. The stability of beams is secured by purlins and transverse stiffeners. The substructure is designed with anchor blocks made of concrete situated on the foundation strips. The front walls are secured by columns and braces.
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The multifunctional center in Jihlava
Sikorová, Radka ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The aim of this master thesis is to design and check a bearing structure of The multifunctional center in Jihlava. A bulding is partly ground flooring. The structure follows an L-curve in a plan with the biggest axial lenght of 40 m. A roofing is in a shed shape and the pitch of the roof is 5,73°. The highest point of the bearnig structure is 11,5 m. The structure has various frame systems, which is a truss, a gross-cross section beam with an inner column in the middle of a span and a gross-cross section beam without an inner column. The structure is designed mainly from timber members, a glulam and solid timber. A steel part of structure consists of the metal fasteners and rods.
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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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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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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 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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Agricultural hall with steel load-carrying structure
Zbořil, David ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor’s thesis solve design of agricultural hall with steel load-carryng structure. Load-carryng structure is create frame construction from solid panel IPE beam. The girders are attached to the columns articulated. All columns are transvesely fixed to the foundation pads (in the longitudinal direction acting as articulated bearing). Roofing is made of sandwich panels, mounted on the purlins of thin-walled "Z". The building envelope is made of sandwich panels, attached with girt of the thin-walled "". The whole system is appropriate completed diagonal circular hollow section bracing, both in the transverse and in the longitudinal direction. The result of this work are static report and corresponding drawings agricultural hall with steel load-carryng structure.
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Sports centre
Vančura, Jakub ; Sedlák, Radek (referee) ; Beneš, Petr (advisor)
The aim of this master thesis is proposal of a sport center building. The proposal consists of design of a detached building with room for climbing gym, sauna, massage room and also space for fitness, spinning and yoga. A bar with area for relaxing is a part of the building as well. The sport center has two floors and no basement. Due to the climbing gym, the second floor does not cover all disposition of the second floor. The support system of the building is skeletal. Part of the building´s roof is supported by steel truss frames with purlins, another part with solid panel trusses with purlins. The cieling is made of holoribs and reinforced concrete. The building is covered by single layer roof and has ventilated facade.
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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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Reconstruction of the Building for Storage
Heger, Petr ; Buchta, Stanislav (referee) ; Hron, Lukáš (advisor)
The subject of this bachelor’s thesis is to design the extension of the steel structure of the storage hall. The task is to double the platform area from 18 x 18 m up to 36x18 m with the height of 7,5 m. It is required to use as much of existing profiles as possible. The structure is located in Znojmo. The original roof structure is made of truss girders with the segmently curved lower girdle. The span of main frame is 18 m and the axial distance of main frames is 6 m. All girders are pinned. In extended structure is used the plate girder. Spatial rigidity of the structure is made by wall and roof bracing. The static calculation of main load-bearing elements including joints and specific details was made for the structure. The technical report and drawings were specified by the supervisor. For design of the structure were used valid standards ČSN EN.
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