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Multifinctional gym hall
Holemy, Ondřej ; Párová,, Jitka (referee) ; Rusinová, Marie (advisor)
The master‘s thesis concerns about the freestanding multipurpose sport hall with a base for sportsmen and spectators and its associated sport and regeneration centre. The object is situated in a city district Brno Bohunice. The designed building is divided into a single storey multipurpose sport hall and an outbuilding with two above-ground floors and a partial third floor above the entrance part of the building. Object’s plan shape forms a rectangle with recessed entrance part. The load-bearing structure consists of a combined column and wall construction system. The main multipurpose hall is roofed with arched glulam laminated trusses, which are supported by steel columns covered by sandwich panels. The outbuilding’s vertical load-bearing structure is formed by clay blocks. The horizontal load-bearing structure is formed by prestressed concrete floor slab. The building is based on shallow foundations. The object is designed to be barrier-free for sportsmen and visitors as well.
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Steel structure of a multi-functional sports hall
Valentová, Monika ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The subject of this dissertation is to design the steel structure of the multipurpose sport hall in Pardubice. The platform dimensions are 50,0 m x 60,0 m. Headroom of the structure is +12,347 m and the total height is +15,026 m. The main frame is created by column on one side and by the spatial truss arc beam.This main frame was chosen duet the evaluation of preliminary design of two variants. The static calculation of main load-bearing elements including joints and specific details was made for the selected option. The technical report and drawings specified by the supervisor. For design of the structure were used valid standards ČSN EN.
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The Multipurpose Sport Hall
Makiš, Daniel ; Pilgr, Milan (referee) ; Buchta, Stanislav (advisor)
The content of this bachelor thesis is design and report the steel roof structure of multipurpose sport hall. The building is located near the city Olomouc. Load-bearing system is made of arch shaped truss girders. The dimensions of the floor plan are 50 x 80 m with the height of the building 10,26 m. There are detailed structural report and drawing made. ČSN EN standards were used for this design and report.
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Multi - Purpose Sports Hall
Baudišová, Monika ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of a multi-purpose sports hall. The aim of this work is to design a support structure with a diameter of 80.0 m at ± 0.000. Construction of a circular layout in the level of ± 0.000 of an external diameter 80.0 m. Height of the hall at the top is 20.0 m Indoors girders is solved in 36 beams which meet at the middle of the rings. Ensure the stability of bracing. Anchoring is done by pin connections located at the bottom of the strip, anchored in concrete bases through the base plate and pre-concreted anchor bolts.
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The Roof Structure of a Multipurpose Sport Building
Malchárek, Robert ; Barnat, Jan (referee) ; Buchta, Stanislav (advisor)
The subject of the Diploma thesis is a design wooden structures of a multipurpose sport building in Šumperk. The floor plan measurements of the building are 45,0 x 48,0 m with the maximum height 15,0 m. The solution is choosen on the basis of two variants. The structures is designed with respect to ultimate and serviceability limit states. The multipurpose sport building is consist of 13 main truss centre to centre spacing 4,0m. The main structural system is design as the three-hinged arched structure made of solid timber and in the second variant as the arched structure made of glue laminated timber. The spatial rigidity of the structure is secured of diagonal bracing. The roofing is carried by rafter which are safed by purlin and then by upper chord. The steel columns are design as a part of gable wall. The project was carried out in the scia Engineer 2014 software. Some of the particular elements both variants were checked and designed by manualy calculating. The thesis includes structural design report, joints structures, drawings and production drawing the element of the three-hinged arched structure.
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The sport hall in Třeboň
Kadlček, Dan ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of bachelor´s thesis is design and assessment of bearing structure two-aisle multipurpose sports hall in Třeboň, which is designed from timber or steel. The main aisle is rectangular floor plan 26x45 m. The proportions of secondary aisle are 10x43 m. The main bearing structure causes as a frame or saddle truss supported by columns. Solid frame is made from steel, glued-laminated timber truss is solid, frame truss is made from solid timber or steel. Steel structure is made from steel S235, timber structure is made from solid C24 or glued-laminated GL24h timber. Purlin is designed from solid timber or steel.Columns are designed from glued-laminated timber or steel. Static analysis has been accomplished by student version of the SCIA Engineer 2011 software.
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Multi-purpose sports building
Mešťan, Vojtěch ; Buchta, Stanislav (referee) ; Pilgr, Milan (advisor)
The objective of this Master´s thesis is to create and examine two versions of the project for a bearing steel structure of a multi-purpose sports building) in Polička. The multi-purpose sports hall has dimensions 33 x 48 metres with a terraced floory part that has dimensions 18 x 24 metres. The hall is made of cross-links from lattice truss placed on fixed columns. The structure ridgidity is by wind braces. The storey part is made coupled steel-conrete slabs attached to the columns. The ridgidity of the storey part is provided by lattice braces in traverse and longitudinal direction. The thesis in its detail focuses on individual parts of the construction and is carried out in compliance with the Eurocodes
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Multifunction sports hall
Nacházel, Jakub ; Burianová, Lenka (referee) ; Smolka, Radim (advisor)
This master’s thesis deals with the design documentation multifunction sports hall. The building is situated in the region in the Vysočina village Humpolec, cadastral district Humpolec. The building is designed as a prefabricated skeleton, where the vertical load-bearing structures are designed from the prefabricated skeleton of PREFA BRNO and filling and partition walls of the structural system POROTHERM and BTB fittings. Horizontal structures are formed by the supporting elements prefabricated skeleton system of PREFA BRNO and ceiling panels SPIROLL. The main single-storey multifunction hall is roofed with wooden trusses of curved from glued laminated timber and purlins carrying roof deck. The other part of the building is covered with flat single-ply roofs. The building is divided into a main single-storey multifunction sports hall and an outbuilding with facilities for athletes and spectators about two floors above ground and a third technical floor. The building is solved as barrier-free.
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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 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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