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Effect of layer thickness on critical angle of additively manufactured lattice structures
Nosek, Jakub ; Vrána, Radek (referee) ; Vaverka, Ondřej (advisor)
Aim of this work is to describe the effect of a layer thickness on critical angel of a lattice structures manufactured by SLM technology. The effect of layer thickness was investigated on single struts and on lattice structures made from stainless steel 316L. Better geometrical accuracy could be obtained, if the smaller layer thickness is used. Less attached powder particles on downskins was also observed on lattice structures. Thanks to this thesis, it is possible to determine, if it is meaningful to decrease the layer thickness in order to improve manufacturability of lattice structures even with higher manufacturing time.
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Production hall
Londa, Jan ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
This thesis deals with steel structures of industrial building with the arrangements of the building with a span of 18 m, a length of 18 m and a corresponding height of cantilever of a crane track girder is 6,6 m. In the hall are considered two cranes with a capacity of 20/5 t and 32/8 t. The structures is designed for the district of Olomouc.
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The steel roof structure of a hall
Havíř, František ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The aim of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Olomouc. The plan dimensions of the hall are 55,0 x 35,0 m and height is 15,0 m. The solution is chosen from two preliminary variants. The roof construction is on the cross-section formed by the unbalanced circular arc. The main load bearing structure is created by planar circular lattice frames with height 1,8 m, which are hinged on the columns at one side, and on the other side tailed to the underlying structure. Between main bearing arches are solid purlins, which are radially arranged. Spatial solidity is provided by transverse and longitudinal bracings.
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Static solution of wood hall structures
Koch, Filip ; Zídek,, Rostislav (referee) ; Brdečko, Luděk (advisor)
The subject of the thesis is the design and assessment of the roof storage shed. The work addresses four different types of roof structures for hall´s ground plan in size of 12 x 24 m. For each structure is defined geometry, loads, internal forces and drawing up of the opinion of selected elements. The thesis also concerns some important structural details and their solutions. Location of the hall: Brno.
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Development of 3D metal printing process parameters for producing of the lattice structure
Jaroš, Jan ; Koutný, Daniel (referee) ; Vrána, Radek (advisor)
Selective laser melting (SLM) in additive technology, which allows production of lattice structures. Lattice structures are very difficult to produce using conventional methods. The main use of lattice structures is in aerospace industry and medicine for bone implants production. In this work influence of processing parameters (laser power, scanning speed) on properties (diameter, surface roughness, porosity) of struts is investigated. The processing parameters selection was based on single tracks test. In the first test, ImageJ was used to determine porosity of struts. In the second test porosity was analyzed with more accurate µCT technology. Both tests used 3D scanning technology to determine dimension accuracy and surface roughness of samples. The measurement results led to the detection of processing parameter „window“ where samles had the best combination of surface roughness and porosity. The best results were achieved with 225-275 W laser power and scanning speed of 1400-2000 mm·s-1.
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Favorit Brno / cycling stadium - bicross track / architectural study - design / stage 2021/22
Nováková, Lucie ; Žalmanová, Petra (referee) ; Šindlar, Jiljí (advisor)
The assignment of the diploma thesis is an architectural study of a cycling stadium - velodrome in the Pisárky district in Brno for TJ Favorit Brno. The existing velodrome is located southwest on the edge of the Brno Exhibition Center on Křížovského Street. The Velodrome no longer meets the current requirements of track cycling, but it is historically valuable and has its genius loci. The new 250 m long wooden bike track (together with other parameters of the International Cycling Union) and its associated sports grounds are "inserted" into the existing velodrome, which is modified and reconstructed according to requirements. The grandstands have been preserved. The built-in building with a new track is then completely roofed, creating an enclosed space. As part of the stadium reconstruction, a new facility was also created for TJ Favorit Brno from a modular container system; These are changing rooms for athletes, administrative areas, and facilities for visiting clubs and athletes and IP areas. The container construction system for sports facilities is very practical, economical, fast, environmentally friendly, variable, and flexible to the current requirements of a constantly evolving sport. The Anteroom and ground floor in the southern part of the existing velodrome is equipped with services for the public: a cafe, souvenir shop, cash register, information center, service, and a bicycle and sports equipment store. The new track with grandstands is covered with ETFE foil anchored to new lattice trusses, which are connected to the existing roof.
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Connecting Footbridge
Sláma, Jakub ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The subject of this master’s thesis was desingn and assessments the connection of two buildings by footbridge corridor. The structure was designed as a lattice structure without verticals. Construction is stored on two pillars lattice design. Cladding footbridge was cosidered by glazing. Construction is freestanding and doesn’t load bordering adjacent buildings.
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Design of mold segment for molding tires manufactured using Selective Laser Melting
Kvaššay, Adrián ; Maňas, Pavel (referee) ; Rapant, Martin (advisor)
This diploma thesis deals with development and design modifications of tire mould segment which will be batch produced by additive technology Selective Laser Melting. Material for its production is maraging steel 1.2709. Lattice structure was used inside the segment construction. The geometry of the lattice cell was chose based on two main factors – eliminating production costs and providing sufficient stiffness. Strength of the segment was calculated by FEM. The functional sample was made and its distortion was analyzed by optical digitalization.
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Development of the Impact Energy Absorber Made by Metal 3D Printing
Kraicinger, Vít ; Malý, Martin (referee) ; Vrána, Radek (advisor)
Today, variously profiled parts are mainly used for energy absorption. For special cases, precise components are designed, as in the case of Formula Student, where a deformation article with a honeycomb structure is used. This bachelor thesis is focused on the design of an impact energy absorber made by SLM technology and lattice structures. For the design itself, a comprehensive overview of current knowledge in the field of deformation zones, energy absorbers and researches dealing with energy absorption was created. Based on the study, the most suitable material to produce AlSi10Mg was selected. Subsequently, the appropriate type of grid (BCC) and all parameters of the lattice structure were determined. Two energy absorbers with different struts diameters (0.4 mm and 0.8 mm) and different grid sizes (4 mm and 8 mm) were modeled for the selected parameters. At the end of the work are two simplified calculations that show the predicted final values of the proposed absorbers and the stiffness of the layers of the lattice structure with graded density.
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Belt conveyor
Konečný, Tomáš ; Pokorný, Přemysl (referee) ; Řezníček, Milan (advisor)
The aim of this bachelor's thesis is to propose design solutions conveyor belt to transport sand and gravel to concrete batch mixer. The maximum transport capacity 2000 kg/cycle, the cycle time benefits, including stirring for 4 min and 4.5 m height difference work contains a description of the main functional parts of the conveyor belt, functional calculations according to standard ISO 5048, determination of main dimensions, the design of the drive and tensioning devices. Strength calculation is performed for tightening screws, nuts and truss structures.
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