National Repository of Grey Literature 111 records found  1 - 10nextend  jump to record: Search took 0.01 seconds. 
Structure of apartment building – selected elements
Kanichová, Barbora ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The aim of the bachelor thesis is selected construction elements of low-rise apartment building. Reinforced concrete slab of the upper floor is solved in this thesis. The requirement to limit the propagation of impact noise from the staircase to the building and thermal bridge interruption was taken into account in the design of the construction. The deformation of the ceiling structure was verified regarding the integrity of the deposited infill structures. RFEM 5.18 software is used to solve internal forces. All the calculation are performer according to ČSN EN 1992-1-1 and ČSN 73 1201.
Static analysis of an apartment building
Brázdil, Jakub ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
Diploma thesis deals with the design and static analysis of an apartment building. The main task of thesis is to design and access the constructions of an expension of an apartment building. The assesment is carried out according to the ČSN EN 1992-1-1.
Concrete flat slab supported by columns
Macháček, Jan ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of this bachelor’s thesis is a structural design of a reinforced concrete point-supported slab for the second floor construction of a hospital. Software RFEM was used for modeling of internal forces, the results were verified by equivalent frame method and moment coefficient method. According to the RFEM results a tension reinforcement and slab shear reinforcement were designed. The deflection was manually calculated. Afterwards, a reinforcement drawing was made. The calculations correspond with ČSN EN 1992-1-1 a ČSN 73 1201.
Structure of family house – selected elements
Machalíček, Šimon ; Požár, Michal (referee) ; Perla, Jan (advisor)
The bachelor thesis deals with a desing of cast-in-place family house structures. The basis of the thesis is assesment of selected structures (ceiling, walls, beam) by structural desing and subsequent proposal of necessary reinforcement of assessed structures. The outcome of the whole thesis are the drawings.
Civic amenities building
Tesař, Ondřej ; Svoboda, David (referee) ; Berková, Petra (advisor)
The aim of this Master´s project is the design of the elementary art school in Slavkov u Brna. The thesis is divided into three parts. The first part deals with architectural and structural design of the building, the second part with design of selected building services, and the third part with a noise study of the building. The building has two floors and a flat green roof. It is operationally divided into two sections with a common entrance - the art school itself and the concert hall. The first section consists of the office, six classrooms, a room for music theory, a choir room, a storage room, and sanitary facilities. The second section includes the concert hall, gallery, foyer, prep room, and sanitary facilities. The technical equipment of the building is located on the second floor. The building has load-bearing ceramic masonry walls, based on plain concrete foundation strips. The floor and roof structures are designed as cast-in-place reinforced concrete slabs. The partitions design is ceramic masonry units and acoustic plasterboard walls. The facade design combines greenery and ventilated cladding. The design building services include heating with two heat pumps, ventilation and cooling with two air ventilation systems, rainwater management for toilet flushing, artificial lighting, and photovoltaic power plants for the building services. The noise study covers issues of sound insulation of the building structures, reverberation time in selected rooms, and an urban acoustic study. The result is the correct design of the building in terms of acoustic comfort.
Sports hall, entrance portal implementation
Vondrák, Tomáš ; Krejčí, Vlastimil (referee) ; Vlčková, Jitka Laura (advisor)
The aim of this bachelor thesis was to develop a construction-technological project for a technological phase of the project realization - the construction of a sports hall entrance portal in Jinřichův Hradec. The construction-technological project deals mainly with the technological procedures for boarding, fortifying and concreting of the vertical monolithic construction of the entrance portal. The project also includes a time schedule of the construction, budget, project of a device, controling and piloting plans for operation pursuing, principles of construction organization and solution of safety operation. The project also contains a design of the constructional situation, an arrangement‘s building site drawing as well as the drawing of the boarding.
Reinforced concrete structure of the railway platform roofing
Vodová, Pavla ; Bažant, Zdeněk (referee) ; Šulák, Pavel (advisor)
The bachelor‘s thesis deals with assessment of existing damaged reinforced concrete strucutre of the railway platform roofing according to the original project documentation. Apart from assessment of existing structure, there is prepared a design of two alternative solutions. The first alternative is a remediation of damage structure with description of appropriate diagnostic methods for testing concrete structures and with description of technological process of implementation of remediation. The second alternative is design of completely new structure instead of existing one. This new structure is designed as a monolithic frame contruction with restraint reinforced concrete panel and one – step foundation block. In this bachelor’s thesis there were prepared a design and assessment of sub – sections and work – out appropriate drawing documentation. All static assessments are calculated according to ultimate limit state.
Cable supported bridge
Kolář, David ; Koláček, Jan (referee) ; Nečas, Radim (advisor)
The topic of this bachelor thesis is design of a footbridge across a river. The final version, which has been chosen from three designs differentiating in their static behaviour of the structure, is a cable-stayed footbridge. The chosen option is designed as a parabolic monolithic prestressed deck suspended by cables anchored to two cone shaped pylons. The structure is situated perpendicularly to the riverbed and its total length is 57,465 m. Softwares, such as SCIA Egineer 20.0 and MS Excel, were used for the calculations of internal forces and modelling calculation models and its verification by hand. The design of the prestressing force, assessment of utility limit state and serviceability limit state were done by hand according to valid standards and regulations. Partially simplified bearing capacity assessment of the pylons was solved by IDEA StatiCa 9 software and some of the results were verified by hand as well. The thesis disregards stages of construction and prestress losses are estimated.
Monolithic concrete building at sewerage plant
Klimeš, Petr ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
Bachelor's thesis deals with design of monolithic concrete construction with a timber roof truss for a device of sewerage plant. This construction consists of these elements- strip foundation, walls with lintels, slab and timber trusses. This thesis contains static analysis of the component parts and their drawing documentation.
Preparation of the implementation of Kelčský Javorník Lookout Tower, Rajnochovice
Vokurek, Kamil ; Rotrekl, Ivo (referee) ; Kantová, Radka (advisor)
This diploma thesis is based on preparation of the implementation of Kelčský Javorník Lookout Tower in Rajnochovice. The main idea of the lookout tower constructing is to increase the local tourism. Diploma thesis assesses the whole project and it is focused on the foundation of the rough lower construction and also on assembly of the higher construction. Planning was assessed in terms of time, finance and in terms of the use of material resources. The quality of construction will be ensured by created inspection and test plans. To increase the overall service life of the structures, a scheduled maintenance schedule was designed. A variant solution of electricity supply was proposed, which will shorten the construction time, reduce the total construction costs and the overall maintenance of the building during its lifetime.

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