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Multipurpose Sport Hall
Horka, Pavel ; Straka, Bohumil (referee) ; Buchta, Stanislav (advisor)
This thesis deals with the design of the construction of multi-funcion sports hall. Hall ground plandimensions are 50 x 60 m. Height of the hall is 14,5 m. This sports hall is designed for the free time activity and sports like badminton, basketball, futsal, football, handball, tennis, volleyball and more. Construction of the hall is designed on the basis of the city Zlín‘s background. Carrier enclosure is designed from the glued laminated wood with axial distance of 4 m. Purlins are designed as simple beams with axial distance of 1,34 m. Supporting facilities for the hall are located in the nearby buildings. Static analysis has been accomplished by student version of the SCIA Engineer software. Drawings of the structure are enclosed.
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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.
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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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Tennis hall
Mynaříková, Alice ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
The Bachelor’s thesis describes the design and check of the construction of a tennis hall. I have chosen the design of glued laminated timber in combination with solid timber. The plan dimensions of the hall are 23.275 x 67.375 m. The work includes by a technical report, a design calculation, a statement of material and design documentation. Next, the work deals with a special wall system.
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The Roofing of the Sport Hall
Tichák, Tomáš ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
The main purpose of this work is a design of timber frame roofing structure for multi-purpose sports hall. The building has rectangular shape 50 meters long, 35 meters wide and 16 meters high. Main support element is glulam timber two-hinged arch. Structure consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. This document includes design, internal force enumertion ans structural assessment, including joints. Dlubal RFEM 5 structural analysis and design software has been utilized in the process. Drawings of the structure are enclosed.
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The Roofing of the Sport Hall
Štelc, Martin ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
This thesis deals with the drafting and assessment of timber structures, the single-roof sports facility to span 40 meters for the Brno locality. Hall dimensions are 40 x 52.5 m. A height of the hall is 16 m sports hall is designed for most sports played indoors. The supporting part of the roof is designed as an arch structure made of glued laminated wood. The structure is made up of cross-linking - triple joint arches distance of 3.5 m. Arches are connected by purlins. Stability is ensured by placing four fields bracing.
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Multipurpose barnbuilding
Janírek, Karel ; Bukovská, Pavla (referee) ; Barnat, Jan (advisor)
The content of the bachelor thesis is a proposal and evaluation of the timber construction of multipurpose barnbuilding. It is used for breeding and presentation of animals, especially horses. The building is situated outside the urban area near the Jeseník municipality. Plan dimensions of the hall are 25,0 x 44,0 m. Height is 12,5 m. It is a curved construction of glued laminated timber. The hall is made of 12 cross – binding – triple joint arches in the shape of circle. Individual cross – binding are distanced 4,0 m. The stability of the whole construction is toughened by 3 areas of bracing. Plan dimensions of the stable are 7,0 x 64,0 m. Height is 4,515 m. Construction of the stable consist set of 17 frames of glued laminated timber, distanced 4,0 m. The stability of the whole construction is toughened by 2 areas of bracing. The calculations were made in compliance with the Czech technical norms ČSN EN.
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Multi-function sports hall
Drexler, Martin ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
This thesis deals with the design of the construction of multi-funcion sports hall. Hall ground plan dimensions are 36 x 48 m. Height of the hall is 18 m. Sports hall is designed for common sports as handball, football, tennis, volleyball, basketball etc. Construction is designed in the Šumperk locality. It is a curved construction of glued laminated timber. The hall is made of cross- binding - triple joint arches in the shape of circle. Individual cross-binding are distanced 4 m. Arcs are connected by purlins. The stability of the whole construction is toughened by four areas.
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Structure of The Showroom
Trojanová, Lenka ; Röder, Václav (referee) ; Buchta, Stanislav (advisor)
This thesis describes the design of wooden substructures Motor Show. This constructionis located in South Moravia in Brno area. The dimensions are 33 mx 49 m and height from ground to top is 15.5 m The main structure is unbalanced arc of glued laminated timber, constant section height. Length of the arch is 39 meters. For the design of bearings, connections and contacts have been used steel elements. The concrete columns are stored using the arc tangent bearings. Front and side (east) side have a glass facade, glass is the antisun and security properties are opposite sides of the brickPOROTHERM 40th The structure was modeled in the SCIA ENGINEER 2011th The structural analysis was performed manually.
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Kvalita řezné spáry při podélném rozmítání dřeva speciálními pilovými kotouči
Kryl, Jan
The thesis is focused on qualities problems of the cutting kerf rip saw-blade at along grain cutting native wood. The effect of vibrations of circular saw-blades and feed rate of shift of workpiece on the quality of the kerf has being investigated. The basic parameters of evaluation of the surface were mentioned in theoretical part of this thesis. Also, the methods of assessing the quality of the surface of scattered timber are analyzed inside this thesis. There is also described suitability of different measurement methods, which have been used, due to the nature of solid wood. Finally, constructional modifications of scattering discs are characterized here. At practical part of this thesis is compared the quality of surface of wood scattered with using of saw-blades from company of PILANA. Discs with standard profile of tooth and special toothing of shaped keg were used.
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