|
|
Roofed Footbridge
Janírek, Karel ; Buchta, Stanislav (referee) ; Barnat, Jan (advisor)
The content of the master’s thesis is a design and evaluation of the timber construction of roofed footbridge for pedestrians and cyclists across the river Bělá in Jeseník in two different options of structure. The final version is solve in detail. It is a bridge with a span of 32 m and width of 4 m. The supporting structure is made of two two-hinged arch of glued laminated timber with lower deck and steel suspender. The bridge deck consists of two main girders, cross beams and stringers. Roof is from arches, roof beams, steel columns and cross beams. The stability of the whole construction is provided with horizontal longitudinal bracing in the plane of the deck and in the plane of the roof. The calculations are processed according to Czech technical norms ČSN EN.
|
|
| |
|
|
Roof structure of terminal building
Matouš, Petr ; Bukovská, Pavla (referee) ; Röder, Václav (advisor)
The supporting structure of the roof of terminal building is designed as a combination of trusses glued laminated timber, purlins and columns of solid wood and steel poles supports and rods. Truss is mounted on steel columns and supported by steel lattice structures and wooden pillars.
|
|
|
Realization of technological steps gross upper building construction of ski facilities in Kouty nad Desnou
Jandová, Renáta ; Liška, Pavel (referee) ; Kovářová, Barbora (advisor)
The main subject of Bachelor thesis concerns two technological phases of roughly build upper building of ski areal in Kouty nad Desnou. The building serves as a dinning and bowling centre. In particular there are three restaurants. The object is located in the centre of the village, under the ski slope. It will be used all over the year ass entertaining centre. The building has one floor bellow and two above the ground. The construction is made like monolithic core structure with Porotherm brick blocks. The individual technological phases focus on the vertical supporting constructions in second floor and monolithic ferroconcrete roof above second floor. In pursuance of second task, the thesis compares financial and time point of view of two technologies of making vertical supporting walls.
|
guest ::
