|
| |
|
| |
|
|
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.
|
|
|
GROSS MONOLITHIC SUPER STRUCTURE - BLOCK OF FLATS KAMECHY, THIRD STAGE, SECTOR 38, BUILDING A
Hoffmann, Ondřej ; Špinar, Petr (referee) ; Kantová, Radka (advisor)
The subject of this thesis is the solution of the gross monolithic superstructure especially designs of technological process for the realization of the structure of the building. The technical regulations will be prepared draft reports formwork, describes the individual work and procedures during construction and guidelines for compliance with safety on the construction site. The thesis also includes proposal for building equipment, machinery, preparation of schedules, etc.
|
|
|
Construction technology project of polyfunctional building in Brno
Hrabovský, Tomáš ; Nečasová, Barbora (referee) ; Diaz, Yvetta (advisor)
This thesis deals with construction technology project of polyfunctional building on the Štefánikova street in Brno. Building has five overground floors and basement. In relation to the construction technology project it deals with chronological and financial plan, a suggestion of main construction machinery and mechanisms, materiál resources and transport routes, the project of the construcion zone equipment, technological plan and inspection and test plan for monolithic constructions and schedule of work.
|
|
|
House
Uheríková, Eliška ; Sibilla, Luboš (referee) ; Mohelníková, Jitka (advisor)
The subject of bachelor’s thesis is creation of project documentation of construction of a family house. The family house is a two-story building, without basement, partially covered by soil. The building is founded on foundation strips, load-bearing structures are designed as reinforced concrete with some partitions made from Vapis masonry. Ceiling structure is circle reinforced concrete slab with notched hinges, supported by load-bearing walls and inclined concrete columns in exterior. Pitched roof is design as extensive green roof, in interior visible timber rafter. Building object is situated on parcel no. 1946/3, municipality Krásné Pole, cadastral area Ostrava city, Moravian-Silesian region.
|
|
|
Jihlava climbing hall
Příleský, Nikolas ; Šťastný, Marek (referee) ; Sedláková, Markéta (advisor)
The subject of this thesis is the development of project documentation for the construction of the Jihlava climbing hall. The new building is located in Jihlava, cadastral territory of Bedřichov u Jihlavy. It is a free-standing object with one underground and two above-ground floors, located on a slightly sloping plot towards the river Jihlava. The building is structurally divided into two parts, namely a part of the climbing hall with one floor above ground and a part with a shop and a cafe with refreshments. The building with a shop and cafe also serves the needs of the building and athletes. It is designed as a basement with three floors. In the underground floor there are technical rooms and changing rooms for athletes. The main entrance with a shop, reception and rooms for employees is located on the first floor. On the second above-ground floor there is a cafe with refreshments, a bar counter, a room for food preparation and hygiene rooms for visitors. The load-bearing structural system is divided into steel frames placed on reinforced concrete pillars with cladding made of sandwich panels mounted on a grid of thin-walled steel profiles. Aluminum facade plates with variable thickness are attached to the sandwich panels. The part where is a shop with a cafe and athletes' locker rooms is designed as a monolithic reinforced concrete combined skeleton with a cross-reinforced ceiling plate. Between the buildings and on part of the facade, there is infill masonry made of ceramic blocks between the columns, in the part adjacent to the climbing hall, blocks with better acoustic properties are designed. The facade is solved using a contact insulation system made of basalt wool insulation boards. In the room of the cafe and shop, a light outer shell is designed to form the glass corner facade of the building, to improve the climate in these rooms, the glass facade is shielded by the overhang of the roof. The entire building is embedded below the level of the surrounding terrain and is made of waterproof concrete. Single-skin roofs with a classic order of layers with insulation made of softened PVC are designed over the entire building.
|
|
|
Preparation of realization of multifunctional building of Technology Park in Brno
Bartl, Jan ; Doubek, Rostislav (referee) ; Kantová, Radka (advisor)
The theme of my diploma thesis is a preparation of realization of administrative building, The Czech Technological park Brno. Thesis contains a technical report of the technological project, a mechanical assembly, a technological specification of monolithic structure contains a included inspection and test plan and a calculation of the formwork time. It also includes the project of construction zone solution, a time schedule, a time and financial plan, an itemized budget and bill of quantities, a calculation of buildings according to THU, a transport routes. Part of the thesis are also selected a LEED certification credits and safety and a health protection during work plan.
|
|
|
Cable-supported bridge
Kovářová, Marika ; Bezručová, Kristína (referee) ; Nečas, Radim (advisor)
The theme of the thesis is to design a pedestrian bridge over a river. Out of two possible designs, the cable-stayed construction was chosen. The deck of the bridge is designed as a monolithic construction supported by cables from two inclined pylons. Two models were developed for the calculation of internal forces: a strut model for the longitudinal direction and a plate model for the perpendicular direction. These calculations were checked up by Finite Element Method (FEM) in SCIA Engineer 2017 software. Considerable part of the thesis was dedicated to the creation of so-called initial state. The design of the prestressing force and the evaluation of ultimate limit state and serviceability limit state was made in accordance with the codes currently in force. Small part of the theses is dedicated to the verification of the load bearing capacity of the pylon on the combination of normal force and bending moment with a subsequent verification in the software IDEA StatiCa9. The pedestrian bridge of 64,150 m length is considered as a perpendicular.
|
guest ::
