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The roofing of a railway station
Olbert, Jan ; Šmak, Milan (referee) ; Puchner, Josef (advisor)
The goal of this thesis is structural design of railway station lobby steel roofing. The construction dimensions are 63,0 m x 300,0 m with height adapted for railway vehicles traffic according to ČSN 73 6320 technical standard. The two-bay hall cross coupling consists of lattice trusses mounted on restrained columns. Axial spacing between individual bonds is 4,0 m. In the longitudinal direction the stability of articulated columns is secured by truss bracing placed in the roof and walls.
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Administrative building Brno Hlinky, implementation of facade and roof cladding
Dušková, Lucie ; Liška, Pavel (referee) ; Kovářová, Barbora (advisor)
The subject of this Bachelor thesis is offering solution of technological steps roofing and cladding of an office building in Brno, Hlinky. It is a two storey building, partial basement, the overall module dimensions 9.4 x 37.5 m. Main supporting skeleton consists of roof trusses and ceiling beams that are attached to poles. The roof is purlin, load-bearing layer is trapezoidal sheet, which is on the top flange purlins. The walls are self-supporting, walled. Roof cladding is insulated with layer of polystyrene, the main waterproofing layer is mPVC film. Most of the cladding is designed as external thermal insulation composite systems with ceramic tiles, part of the facade on the west side of the building is made up of wood paneling with an air gap.
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Administrative building Brno Hlinky, implementation of facade and roof cladding
Dušková, Lucie ; Liška, Pavel (referee) ; Kovářová, Barbora (advisor)
The subject of this Bachelor thesis is offering solution of technological steps roofing and cladding of an office building in Brno, Hlinky. It is a two storey building, partial basement, the overall module dimensions 9.4 x 37.5 m. Main supporting skeleton consists of roof trusses and ceiling beams that are attached to poles. The roof is purlin, load-bearing layer is trapezoidal sheet, which is on the top flange purlins. The walls are self-supporting, walled. Roof cladding is insulated with layer of polystyrene, the main waterproofing layer is mPVC film. Most of the cladding is designed as external thermal insulation composite systems with ceramic tiles, part of the facade on the west side of the building is made up of wood paneling with an air gap.
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The roofing of a railway station
Olbert, Jan ; Šmak, Milan (referee) ; Puchner, Josef (advisor)
The goal of this thesis is structural design of railway station lobby steel roofing. The construction dimensions are 63,0 m x 300,0 m with height adapted for railway vehicles traffic according to ČSN 73 6320 technical standard. The two-bay hall cross coupling consists of lattice trusses mounted on restrained columns. Axial spacing between individual bonds is 4,0 m. In the longitudinal direction the stability of articulated columns is secured by truss bracing placed in the roof and walls.
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