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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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Relax Center
Gálik, Jiří ; Pešek, Ondřej (referee) ; Barnat, Jan (advisor)
The main aim of this bachelor´s thesis is to project roof of Relax center in Brno and effectively use all structural elemnts. Basic building materials are glued laminated timber and solid timber, that improves interior ambience for visitors a lot. Big dimension of konstruction allows variability to place diverse water areas and attractions.
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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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Furniture shop
Richtrová, Pavla ; Bukovská, Pavla (referee) ; Barnat, Jan (advisor)
The aim of this bachelor thesis was to design and assessment of the key elements of the supporting structure of the furniture store. Glued laminated timber of GL24h class was designed as the main material of the supporting elements. The construction is symmetry square layout 30x30 m. The roof structure has the shape of a pyramid with a slope of 15°. The top of construction consist of the corner rafters installed on the corner columns. The main reinforcing elements are columns and rungs, which form stiff knee and ensure the stability. Roof cladding is considered of the panels of insulating glass for the upper half and metal tiles for the bottom half of construction for the calculation. External cladding is designed of sandwich walls. Detailed composition roof and external cladding were not resolved within the work. Bachelor thesis consists of a static calculation in which the individual cross sections and their joints including anchoring are assessed, technical report and drawings.
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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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Family house with an establishment
Kadlecová, Kateřina ; Drobeček, David (referee) ; Daněk, Lukáš (advisor)
This project addresses a cascade two-storey detached house with a residential unit on the 1st floor, which is designed for 4-5 people, and massage parlor on the 2nd floor. The house is to be bulit on the undeveloped outskirts of the village Větřní on a sloping land with a slant of approximately 25%. The building, including the massage parlor on the 2nd floor, is accessible from a local road. The main entrance is located on the 1st floor on the northern side of the house. It is accessible from a staircase which is protected against adverse weather conditions by a wooden pergola. Vertical structures are designed from the Porotherm system. As far as the roof structure is concerned, it combines extensive green roofing with damp proof foil roof insulation.
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Multipurpose Sport Hall
Rusoňová, Nikola ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Subject of this thesis is to design and evaluate the multipurpose sports hall for a permanent,climate and traffic load. Light range of construction is 42,900 m, clear height at its highest point is 10,824 m. The construction is located in Brno. The main load-bearing elements of constructionare two-juncture arcs of constant cross-section of glued laminated timber class GL24h, axially remote 3,000 m. Trusses are transversely connected by purlins from solid wood for strengthclass C20 axially remote 1,100 m. The entire construction is braced by four transverse bracing,consisting of a rods system.
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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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