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Technological phase substructure store
Touška, Marek ; Venkrbec, Václav (referee) ; Henková, Svatava (advisor)
The theme of this bachelor thesis is technology of the gross lower construction of shopping centre in village Němčice. This thesis include all proces execution of all work, starting with excavation and foundation frame structures on the footing. Important part of the bachelor thesis is also drawing documentation, building equipment, time harmonogram and budget.
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Detached house
Tyrlik, Radim ; Šteffek, Libor (referee) ; Kolář, Radim (advisor)
Abstract The subject of this thesis is the process of building technical part of the project documentation for the realization of a new family house in Třinec, Oldřichovice, parcel number. 3330/2. The building is located in the village of Třinec, in sparsely built-up area and will be surrounded by buildings from the north and east sides. Along the southern and western parts of the property there is a local road (N.P. 3340/5) which is 6 meters wide. On the north side is undeveloped parcel (N.P. 3344/4) and parcel (N.P. 161). In the northeast, there is a built family house with land (N.P. 65/1). The construction is formed by one building and it will not be splitted into other objects. The house has symmetrical L-shaped floor plan and it has got a partial basement. Vertical load-bearing masonry is made of Calcium silicate molded bricks Silka S12-1800 10 DF, (thickness 300 mm), basement walls are made of the same material as the aboveground storay. Partition walls are made of calcium silicite moped bricks Silka S20-2000 5 DF. The ceiling is made as monolithic-prefabricated, mounted ceiling Porotherm with ceiling beams and bars. The roof holding is supported by truss structure with wood and steel components. The building will be based on the foundation strips, simple foundation ratios. The parcel is situated in hilly terrain, vertical rise of the terrain is 6 meters. Roofing is made by a hipped roof with a slope of 35 °. Groundwater is located 8.9 m below the existing ground. It will therefore not affect the construction. The volume activity of radon 1.LOW DEGREE
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Technological phase substructure store
Touška, Marek ; Venkrbec, Václav (referee) ; Henková, Svatava (advisor)
The theme of this bachelor thesis is technology of the gross lower construction of shopping centre in village Němčice. This thesis include all proces execution of all work, starting with excavation and foundation frame structures on the footing. Important part of the bachelor thesis is also drawing documentation, building equipment, time harmonogram and budget.
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Detached house
Tyrlik, Radim ; Šteffek, Libor (referee) ; Kolář, Radim (advisor)
Abstract The subject of this thesis is the process of building technical part of the project documentation for the realization of a new family house in Třinec, Oldřichovice, parcel number. 3330/2. The building is located in the village of Třinec, in sparsely built-up area and will be surrounded by buildings from the north and east sides. Along the southern and western parts of the property there is a local road (N.P. 3340/5) which is 6 meters wide. On the north side is undeveloped parcel (N.P. 3344/4) and parcel (N.P. 161). In the northeast, there is a built family house with land (N.P. 65/1). The construction is formed by one building and it will not be splitted into other objects. The house has symmetrical L-shaped floor plan and it has got a partial basement. Vertical load-bearing masonry is made of Calcium silicate molded bricks Silka S12-1800 10 DF, (thickness 300 mm), basement walls are made of the same material as the aboveground storay. Partition walls are made of calcium silicite moped bricks Silka S20-2000 5 DF. The ceiling is made as monolithic-prefabricated, mounted ceiling Porotherm with ceiling beams and bars. The roof holding is supported by truss structure with wood and steel components. The building will be based on the foundation strips, simple foundation ratios. The parcel is situated in hilly terrain, vertical rise of the terrain is 6 meters. Roofing is made by a hipped roof with a slope of 35 °. Groundwater is located 8.9 m below the existing ground. It will therefore not affect the construction. The volume activity of radon 1.LOW DEGREE
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