|
|
The multipurpose shopping centre in Vsetín
Mužná, Alena ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
Objective of the work is desingning the steel structure of multipurpose shopping centre. Structure is in two sections, structure A has two floors and structure B is ground floor. The main bearing components are the traversal restrained columns and the strut-frame stringers and traverse frames. Frame stringers are after the the axial distance 15 m. Ceiling are designed as a composite. The purlins are plate and trusses. The structure is desingned for the distrikt of east Morava.
|
|
|
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.
|
|
|
Load Bearing Structure of Community Centre
Balázs, Ivan ; Pilgr,, Milan (referee) ; Barnat, Jan (advisor)
The aim of the master´s thesis is to design a load bearing steel structure of a community centre in accordance with architectural requirements. The structure consists of a main aisle and two extensions beside. The length of the structure is 62 m, the width 42 m and maximum height 15 m. The main load bearing elements of the structure are transversal restrained columns and truss roof beams. The roof beam for the main aisle is made up of tubes and arched. The lower and upper beams of roof beams for the extensions are straight. The distance between the main columns in 12 m. The purlins for the main aisle are truss structures with arched lower beam, the purlins for the extensions have straight lower beams of truss. There is a storey in the extensions. The structure of ceiling consists of girders and interlocked concrete plate in trapezoid metal plate. The structure is designed for the district of Brno. It is designed in accordance with the ČSN EN 1993 standard.
|
|
|
Load-carrying structure of the covered footbridge between buildings in schooling premises
Fiedlerová, Lucie ; Karmazínová,, Marcela (referee) ; Melcher, Jindřich (advisor)
The subject of this master’s thesis is to design the supporting steel structure covered pedestrian bridge between the learning area buildings A and D of the Faculty of Civil Engineering, street Veveří 95 in Brno. The construction is designed as a bridge rod spatial structure with two main girders. The girders are a combination Vierendeel girder and truss structure. The girders are connected at the level of the upper and lower band by a crosspiece. The horizontal stiffness of the upper and lower surface structure is ensured by bracing. The upper surface of the pedestrian bridge is horizontal in the longitudinal direction. The lower surface of the pedestrian bridge is curved in order to overcome the difference in height between buildings A and D. This solution is the result of comparison an evaluation of three alternative solutions.
|
|
|
HST Station at the Airport Brno Tuřany
Svobodová, Lenka ; Kyselka,, Mojmír (referee) ; Nový, Alois (advisor)
Main topic of this Masters Thesis is design of railway station for high speed line railway. Building site is situated in East Moravian region in the district of Brno-Tuřany. The building is designed as a detached two-storey object standing on the bridge over the railway. Mass of the building consists of two trimmed blocks which are mutually mirrored. The mass of both parts of the building is pervaded by illuminating stripe. Its shape is also based on the shape of trimmed block and rises over the surrounding surfaces. There are placed vertical paths in the stripes. It helps passengers in orientation because these are visible even from the outside of the building. This arrangement of individual masses symbolizes both direction of the arrival of trains to the station. There is placed arrival and departure hall in the middle of the object. Its height is similar to the height of the object itself. The hall is surrounded by the service facilities of the railway station situated on two floors. The supporting structure is made of steel. Both peripheral housing and roof are supported by the frame construction consisting of planar lattice beams. Construction of the façade is composed of frame system Wicona. The peripheral housing is tiled with panels of expanded metal.
|
|
|
Church in the housing estate
Chylíková, Marcela ; Wahla, Ivan (referee) ; Štěpán, Marek (advisor)
The study presents a new church for Novy Liskovec in Brno. The site is situated in the middle of housing estate close to public transport, on a rocky southern slope. The proposed building is used for local citizens and the christian community. For the project to be beneficial to all people concerned, I suggest layout features on culture, recreation, services and church. The open building design creates a natural social center. The church acts as a social center - multi-functional building. The basic inspirational impulse for the general shape and formal concept of the house is the existing passage through the plot, the need for social meetingpoint and the relationship to the surrounding landscape. Abstracted belt runs continuously through the construction; gradually defines and separates the social, secular and sacred space. To the visitor the house reveals a play of light, shadows and glimpses of the horizon. The project is divided into three parts: connected community center and church which are accompanied by multi-functional car park with shops and playground. The described objects create two building complexes that stand opposite to each other on the western and eastern edge of the plot. Among them, these create a town-square motif, leaving free space - the rock. The architectural concept of the church as a meandering path is expressed in the material solution of the construction. Path - the band that wraps the space has a different outer and inner material surface. The wrapped ribbon motif embracing and defining the space comes alive and changes with the movement of man in the enclosed space. Construction works as a series of leaflets - images that tell the story. The main axis of the object is oriented in the north-south direction thus offering views of open countryside and horizon, binds the building to the landscape. The structural design of the church is designed from concrete walls and steel trussers. The main load-bearing structures are embedded with self standing boxes from wooden KLH boards (laminated solid wood) as additional space separators.
|
|
|
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.
|
|
|
Stress and deformation analysis of railway bridge over the Odra River
Svoboda, Josef ; Profant, Tomáš (referee) ; Fuis, Vladimír (advisor)
This bachelor thesis deals with strain, stress and deformation analysis of the planar truss bridge construction. The aim is to determined the size of axial forces for statically determinate system and then making construction changes to reduce axial stresses in the individual beams in the structure. This structural modification becomes statically indeterminate structure. To solve this problem we consider different positions of the train at the bridge. The obtained values we can use to assess stress and deformation of the structure and the analytical results will be compared with the results obtained using the finite element method.
|
|
|
Stress and deformation analysis of railway bridge over the Morava River
Trávníček, Lukáš ; Profant, Tomáš (referee) ; Fuis, Vladimír (advisor)
This Bachelor Thesis contains stress and strain analysis of the first two parts of the railway bridge in Olomouc with an assessment of changes in the stress and strain when changing the static storage. Firstly, the theoretical basis of rod systems is presented, it is followed by the calculation of normal forces and the stress in rods for both parts separately. The calculations include the load arising from its own weight and from the weight of a train, which is represented by the load at the framework joints. Next, these two parts are connected. For this rod system a stress-strain analysis is also used. In conclusion, stress and strain is calculated for comparison by the finite element method in the program ANSYS Classic.
|
|
| |
guest ::
