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Structural assessment of the existing reinforced-concrete frame structure of the production building
Pražan, Jiří ; Krůpa, Pavel (referee) ; Girgle, František (advisor)
The diploma thesis deals with the structural assessment of the existing reinforced concrete frame structure of the production building. The structure under consideration is carried out as a reinforced concrete monolithic frame structure with a discrepancy of 6,15 x 6,15 m (axis). The object has a rectangular plan of 13 x 9 fields. The total dimension is 56 x 81m and is divided into three dilation units on all floors by two inserted 3,65 m wide fields. The building has three above-ground floors and one underground floor. The construction height of the basement is 3,675 m, above ground level 4,0 m. On the west side of the building (axis A) are three reinforced concrete elevator shafts with a dimension of approximately 4,5 x 3,8 m. The envelope and inner partitions are made of bricks full of burned. The work shall include a static assessment of the status quo, a determination of the load capacity and a proposal for appropriate adjustments to ensure static reliability.
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Static design of building for accommodation
Jirčík, Jakub ; Perla, Jan (referee) ; Požár, Michal (advisor)
The topic of the bachelor thesis is static design of monolithic reinforced concrete beam and reinforced concrete columns of the third floor of the hostel in Rokycany. Element design is done using Scia Engineer and the control is done manually. The design was followed according to valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is static design of reinforcement of reinforced concrete beam and column and drawing documentation.
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Restoration of masonry building
Hubený, Radim ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The final thesis is focused on restoration masonry building. Concretely assessment of resistance joist's floors, design alternative's strengthening and impact of surcharge on pronounces constructions. The choice one of alternatives strengthening, design and check of floor structure over the second floor.
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Library of Nymburk
Hrbáček, Adam ; Utíkal, Aleš (referee) ; Utíkalová, Ivana (advisor)
Topic of my diploma thesis is creating design documentation on level of detailed design, Library of Nymburk. Project contains engineering reports, realization drawings, thermal assessment, fire safety assessment, static ceiling evaluation, simplified foundation design and design of staircases. Projected building has three above ground floors and one partial basement. Structural system vertical is made of mansory walls, based in basement on drilled piles and in first upper floor on strip foundations. Staircases are made of cast-in-place reinforce concrete same for ceiling slabs and joist slabs. Roof structure is warm flat roof. Project was designed in computer programs: ArchiCAD 19, IdeaSTATICA7, WDLS 5, Svoboda software and vizualization done in Lumion 3D.
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Reconstruction and strengthening of reinforced concrete ceiling construction
Klimeš, Petr ; Zich, Miloš (referee) ; Perla, Jan (advisor)
The final thesis deals with strengthening of cast-in-place concrete ceiling in existing construction for couple of escalators. New prestressed beam, columns in new positions and strengthened girder with unbonded strands are building in this adjustments. Every member, including the existing construction, is verified for ultimate and serviceability limit state. Prestressed members are alternatively designed with bonded strands and these variants are comparison in terms of utilization and calculation.
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Reconstruction of historic building
Strnadová, Ludmila ; Tichomirov, Vladimír (referee) ; Novotný, Miloslav (advisor)
In my diploma thesis deals with the reconstruction of the parish. Unused areas of the building will serve as a day care center, lounge, apartments and offices for priests. Fara, which I have chosen is located in the Pardubice region in the spa town of Lázně Bohdaneč. Fara is located northeast of the local church, which is situated in the center square. This is a two-storeyed building with attic space. The roof is hipped with a stencil asbestos cement roofing.
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The Roofing of The Ecclesiastical Building
Lecián, Martin ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Bachelor's thesis deals with wooden loadbearing structure the roofing of the ecclesiastical building with dimensions 15,5 x 17,5 meters in the village Chudcice northwest of Brno. The building is 16 meters high and the roof is 12 meters high. The main loadbearing roofing structure consists of corner rafters reinforced wood frame, here is placed joist floor of loft. The main beams are designed from glued laminated wood GL24, other supporting beams are designed from wood C22. The roof of the chapel is formed by intersection of two pyramidal roof and it is at an angle of 62°. Roof cladding is made of asphalt shingle. Bell stool with a bell is in the top of the roof. Technical equipment ensuring automatic chime is located in the loft. Connections of wooden beams are designed with steel joints.
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Concrete ceiling over stage
Tošenovjan, Marek ; Šimůnek, Petr (referee) ; Perla, Jan (advisor)
This thesis is focused on the design of monolithic ceiling structure above the stage of the theater. The requirements for placement of an theatrical equipment are respected in the calculation of internal forces. Special emphasis is placed on the calculation of support moments in a partial fixation of the ceiling frame in a reinforced concrete wall. The structural design is limited by deflection limits affecting the functionality of theatrical equipment.
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Reinforced concrete frame of office building
Osyková, Martina ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The bachelor thesis ,,Reinforced concrete frame of office building” deals with designing of selected elements of RC frame structure. Discussed elements are consist of beamed ceiling slab, beam, girder and frame column. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces was carried out with usage of the program Scia Engineer. 3D model of the whole object was created. The output accuracy was verified with help of 2D frame model, which was solved in the same program. Review of the results of the internal forces were carried out with help of manual calculation using the method of frame segments. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the girder.
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New building log cabin object in Malenovice, rough superstructure
Jůnová, Lucie ; Mohapl, Martin (referee) ; Šlanhof, Jiří (advisor)
The bachelor’s thesis is focused on the construction of log house. Solves realization of rough superstructure. It is a single-storey building with an attic. The building is designed mostly from log construction and partly brick with wood-beamed ceilings, roofed a gable roof. The work includes technical report, technological regulation for vertical construction, ceiling and roof truss, design a construction site installations including construction organization, time schedule, design mechanical assembly, control and test plan, health and safety at work.
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