|
|
Load bearing structure of a multi storey building
Janči, Michal ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
Diploma thesis deals with the design and assessment of the load bearing structure of a multi-storey building, proposed by the combination of two materials, steel and glued laminated timber. The building has a V-shape, the angle between legs is 120 °. Floor plan dimensions of one arm of the building are approximately 40x20m, building height is 24.3 meters. The building is designed with a flat green roof. The load bearing structure is solved as a heavy frame, lower three floors are made of steel and serves as the business premises, top four floors are residential, and their structure is designed of the glued laminated timber. Bracing of the whole structure is solved by a system of crossed steel rods.
|
|
|
Family residence
Subally, Pavel ; Gintar, Jan (referee) ; Vajkay, František (advisor)
This bachelor thesis concerns a design of two floors family residence located in Zlín, Chlum on a parcel number 428/11 in the cadaster region of Zlín. The design if the residence includes the architectural, structural and technical solution according the investor’s requirements. The object is designed as timber frame structure with flat extensive green roof. The goal of the design was to create a residence with very low ecological impact during the construction process and with minimal ecological impact during its lifetime usage.
|
|
|
Wooden Based Detached House of Tykalovi - Stary Sedlonov
Haase, Daniel ; Šibal, Jan (referee) ; Králová, Zuzana (advisor)
The subject of this thesis is two-storey wooden basement house with a garage for one car in the cadastral area Starý Sedloňov. The House is designed with the view of surrounding buildings and the location. The House will be used for living of a family of four members. The plan view of the House is almost rectangular. The main entrance and the driveway to the House is at 1st floor level. The vertical walls are formed by a wooden frame with thermal insulation sheathed on both sides of gypsun boards. The ceiling structure is made of wooden beams with embedded insulation. The main part of the House forms a gabled roof. Over the other parts of the House is a roof with a minimum slope. The project was prepared by a computer program called ArchiCAD.
|
|
|
Roofing of the New Apartment Building in Rajhrad
Houha, Jan ; Lukášková, Jana (referee) ; Mohapl, Martin (advisor)
Content of this bachelor’s thesis is solving of technological stage of roofing of the new apartment building in Rajhrad. Roof is designed as a cold mono-pitched roof consists of metal plate-connected timber truss. Detailed procedure of assembly of the bearing timber structure and the roof sheathing is provided in specifications. Control and test plans, budget and schedule are elaborated for stage of the building roofing. The bachelor’s thesis contains technical report of the building, suggested construction site installations, proposal of suitable machines and mechanisms required for the given stage, further it solves wider relations of transport lines to construction site and occupational safety and health.
|
|
|
Theatre House in Přerov
Tichák, Tomáš ; Sýkora, Karel (referee) ; Barnat, Jan (advisor)
The main purpose of this work is a structural design of the building of theatre in Prerov city. The building has irregular shape. The structure is 72 m long, 54 m wide and 14,5 m high. Footprint equals to 2000 m2. Timber part of the building consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. Steel part of the building includes tnasversal joint frames, composite steel and concrete ceilings, truss girders and bracings. This document includes design, internal force enumertion and structural assessment, including joints. Dlubal RFEM 5 structural analysis and design software has been utilized in the process. Drawings of the structure are enclosed.
|
|
|
Bravia administrative building
Jiruška, Daniel ; LIpka, ing Miroslav (referee) ; Eliáš, Luboš (advisor)
The aim of the Diploma thesis is the project documentation for the execution of the administrative building. This is an administrative building located on the outskirts of Letohrad. The building consists of one section that has three above-ground floors and one section that has only one above-ground floor. The building is used for administration, trade and storage. For administrative work is designed the three-storey part of the building and single-storey part of the building is designated for trade and storage. The main entrances to the building are located on its west side and the next entrances to the building is located on its southern side and northern side. The building is based on foundation strips and pads of plain concrete. The building is designed from a masonry structural system made of concrete blocks made of lightweight concrete and the third floor is partly designed as a timber structure made of wooden KVH squared timber. The ceiling structures are designed from prestressed ceiling panels. Roof structure above the main part of the building is designed two-stage pitched roof octagon shape and the roof above the single-storey part of the building is designed as warm flat extensive green roof.
|
|
|
The structure of a family house
Vacatová, Eliška ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The goal of the bachelor thesis is the design of timber load-bearing structure of a family house. The building consists of two floors and loft. The first floor is masonry structure and is not part of this thesis. The second floor is timber frame house with gable roof. The dimensions of the house are 12,5x7,5m and height is approximatelly 11m. The building is located near Luhačovice in Zlín region and local weather conditions are considered for the analysis.
|
|
|
Static analysis of the roof structure
Meissnerová, Sabina ; Hokeš, Filip (referee) ; Vlk, Zbyněk (advisor)
This bachelor thesis deals with analysis of roof of a nursery school and comparing few calculation models. Model was created according to provided foundations in program Dlubal RFEM 6.01. The load of the contruction was created due to valid norms. Created models were evaluate to limit state of load capacity, where the results were compared with manual calculation and on limit state of usability.
|
|
|
Static analysis of the roof structure
Dolníčková, Andrea ; Zídek, Rostislav (referee) ; Vlk, Zbyněk (advisor)
The thesis is focused on a static analysis of a roof truss with a steel purlin. It is a pitched roof of an L shaped groundplan. Computational model of the structure is carried out in the RFEM 5.07 software tool, which performes calculations using the Finite Element Method. There are 14 load cases applied on the model of the structure. The variable loads were determined according to ČSN EN 1991-1. The individual load-bearing elements are assessed for an ultimate as well as for a serviceability limit state. The assessments are processed by a hand calculation and verified by an assessment of the structure performed in the additional software modules RF-TIMBER Pro and RF-STEEL EC3. In the last part of the thesis there are some specific joints of the elements defined.
|
|
|
Detached house with photographic studio
Kladiva, František ; Julinová, Patricie (referee) ; Bečkovský, David (advisor)
The subject of this bachelor thesis is a non-detached new building of a family house with a residential attic in the village Bošovice, cadastral area Bošovice. The construction is largely designed as a timber, with a brick garage for two vehicles. The building is divided into a housing section, photo studio and a garage.The wooden structure consists of walls made of wooden frame, filled with thermal insulation and covered with gypsum fiber and cement-fiber boards, the ceilings are made of Posi-Joist beams with blow-in insulation. The wooden structure is built above the crawlspace. The residential part with the photo studio is covered with a gabled roof, the garage is covered with a flat roof. AutoCAD software was used to draw the drawing documentation.
|
guest ::
