|
|
Bridge on the I/11 road
Jedlička, Martin ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
Aim of this thesis is to design a concrete road bridge over a Neborůvka stream and surrounding valley. This bridge is a part of I/11 road. Three preliminary designs with focus on girder bridge solution were made. As a most suitable variant was chosen two gilder beams variant. For this variant was made a static calculation concerning TDA. This design was made according EC. As a construction method was chosen classic construction with falsework. Design was made in Midas Civil and Dlubal RFEM calculation software. As a next step a drawing documentation was made as well as construction time plan and bridge visualization.
|
|
|
Design of prestressed bridge near Nitra
Komárková, Petra ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
This Master’s thesis concerns a design of the highway bridge over Nitra River in Nitra, Slovakia. Three variants were designed from which one was selected and analyzed in detail. It is a three box cell girder made of post-tensioned concrete and constructed as a free cantilever bridge. The bridge is assessed according to Eurocodes. The limit states for persistent and transient design situations were taken into account at carrying out the design. There are drawings attached to this thesis as illustrative drawings of the bridge and its construction stages, drawings of the prestress tendons and reinforcement.
|
|
|
Prestressed highway bridge
Blaha, Martin ; Diviš, Dalibor (referee) ; Panáček, Josef (advisor)
The diploma thesis deals with the design of a continuous prestressed bridge structure transferring the D56 motorway on the Frýdek-Místek bypass. The bridge bridges the local watercourse of the river Olešná, Příborská street and road II / 473. Three studies were proposed, from which a variant of a two-beam continuous prestressed monolithic slab was selected and elaborated. The static model and calculation of its internal forces took place in the program SCIA Engineer 20.0. The calculation is performed according to valid standards, limit states, which also includes the effects of construction. The work also contains detailed drawing documentation.
|
|
|
Flyover bridge on the I/57 road
Paleček, Vladimír ; Řehulka, Martin (referee) ; Panáček, Josef (advisor)
The aim of the diploma thesis is the design of a continuous bridge construction of five fields in the direction of the town Albrechtice - Opava. The bridge overcame local roads and railway tracks and is part of the bypass of Albrechtice. From the three proposed variants, a pre-stressed two-beam structure was selected for the detailed solution and it is assessed according to the limit states and includes the effects of gradual construction. Further detailed drawings are drawn up.
|
|
|
The City instead of the Factory
Vaculovičová, Vanda ; Sátora, Josef (referee) ; Kopáčik, Gabriel (advisor)
Architectural and urban design for the reconversion of the part of the Old Brno (former textil fabric of the company Kras and surrounding areas) based on the existing structure of the Old Brno and ideas of compact city (mixing functions> multipurpose buildings, the divergence between private and public space, higher density of the city ...) The work consists of several parts: planning studies, design transportation solutions, waterfront Svratka concept and design for the multifunctional block on the waterfront. What is important is the idea of calming waterfront Svratka (sheltering services to the proposed tunnel and the cancellation of barrier between the city and the river). The waterfront district should become after more attractive location and provide a space for sport, recreation and afternoon walks. There is a block of multipurpose buildings on the waterfront. A corporate underground garage, which is under the block, should be build by a strong investor / city. After underground garage completion, the site will be divided into several parcels and these will be rented to various long-term investors .Tenants can build buildings on them according to their needs. It is possible to build buildings above the garage in sequence development. The project is just one of many options. Individual buildings are design in scale 1:200
|
|
|
Design of a road bridge
Vašina, Michal ; Řehulka, Martin (referee) ; Panáček, Josef (advisor)
The thesis deals with structural design of road bridge across the Opava river and its floodplain area. Three variants were elaborated and compared. Variant of 8-span girder bridge about three hundred metres long was chosen for detailed processing. Structural model was created by computational software Midas Civil and SCIA Engineer, first model is 3D beam grid model and includes time dependent analysis of construction phases. The second model is 2D model formed of plate elements. Structural design report and drawings are included. Assessment was provided accoding to valid European standards.
|
|
|
Design of a prestressed concrete bridge on the road I/38
Valent, Matej ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
The diploma thesis deals with the design of an additionally prestressed and horizontally curved bridge structure on the 1st class road. The bridge is located on the newly emerging southeast bypass near the Czech town of Havlíčkův Brod. Three variants of the main supporting structure were proposed, with the choice being a chambered cross-section with inclined side walls. The total span of the bridge, with a length of 273,0m, was divided into 7 spans. The thesis also includes the design of the construction sequence. An assessment of the ultimate limit state and serviceability was carried out. Visualization and drawing documentation have been prepared for the thesis.
|
|
|
Design of concrete structure of the Letná hotel in Prague
Koníček, Jakub ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
The presented master thesis contains the design of selected elements of the supporting structure of the Letná congress hotel. The thesis deals with the design of a six-storey hotel cantilever over 20 m long, which rises over the entrance portals of the Blanka tunnel complex. Moreover, the specificity of the whole project is the necessity to carry out the entire construction of the mentioned part without touching the ground. The described problem was solved primarily using two double to 3 m high prestressed concrete beams. One pair of beams is designed above the roof plane and the other below the plane of the first floor in the cantilever. The tensile forces induced in the vertical supports are transferred by the prestressed columns and with the help of the walls. Construction without ground contact is carried out using suspension on temporary hangers. In the present thesis work, the main beam of the cantilever H1, D1, reinforced concrete slabs of given levels forming the T-section flange of the main beams, the spread walls, the transverse walls under the transversal frames with the main beams and the respective columns have been designed. SCIA Engeneer 22.0, Idea StatiCa Beam 22.0, Idea StatiCa Detail 22.0, PTC MathCad Prime 8, and MS Office 360 Excel 2022 were used to solve this complex construction stage-dependent problem.
|
|
|
Prestressed highway bridge
Blaha, Martin ; Diviš, Dalibor (referee) ; Panáček, Josef (advisor)
The diploma thesis deals with the design of a continuous prestressed bridge structure transferring the D56 motorway on the Frýdek-Místek bypass. The bridge bridges the local watercourse of the river Olešná, Příborská street and road II / 473. Three studies were proposed, from which a variant of a two-beam continuous prestressed monolithic slab was selected and elaborated. The static model and calculation of its internal forces took place in the program SCIA Engineer 20.0. The calculation is performed according to valid standards, limit states, which also includes the effects of construction. The work also contains detailed drawing documentation.
|
|
|
Flyover bridge on the I/57 road
Paleček, Vladimír ; Řehulka, Martin (referee) ; Panáček, Josef (advisor)
The aim of the diploma thesis is the design of a continuous bridge construction of five fields in the direction of the town Albrechtice - Opava. The bridge overcame local roads and railway tracks and is part of the bypass of Albrechtice. From the three proposed variants, a pre-stressed two-beam structure was selected for the detailed solution and it is assessed according to the limit states and includes the effects of gradual construction. Further detailed drawings are drawn up.
|
guest ::
