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Detached House
Řezníček, Jiří ; Oravec, Pavel (referee) ; Fišarová, Zuzana (advisor)
The subject matter of my Bachelor thesis is the project of a new single-family detached house. This object has one above ground and one underground floor and is covered by a flat tripled-coated roof. An integral part of a large terrace with garden pool accessible from both the dining room and the living room is in 1S. Vertical load-bearing and non-bearing structures are designed from walling system Heluz. The horizontal structure is designed with a combination of beams POT ceramic inserts and reinforced concrete structures. The building is based on the monolithic concrete strip of concrete C 16/20. Despite the footings of reinforced concrete is a concrete base slab thickness. The project emphasizes the layout plan, thermal technical properties and safety in use.
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Family house in Šardice
Bravenec, Jan ; Vacek, Michal (referee) ; Petříček, Tomáš (advisor)
The subject of thesis is documentation for partial basement family house with two floors with the office. The house is situated in the village Šardice. The house is alone standing in the existing development and will serve for 4 member family. At the underground floor will located garage. At the bottom of first floor will located business – design office. In the rest of first floor and full second floor will be used for housing. The terrace is part of house, and is with access to the garden.
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Family House
Vlčková, Sabina ; Mičan, Přemysl (referee) ; Košíčková, Ivana (advisor)
Bachelor thesis is focused on the elaboration of project documentation for new built single-family house. This is a partial basement building with two floors. The structural system is designed as a bricked from ceramic thermal insulating blocks. The building is covered by two shed roofs with truss supporting structure.
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Family house, Těšetice
Krahulcová, Šárka ; Matějka, Libor (referee) ; Müller, Jan (advisor)
The Bachelor´s thesis solves a design of the family house. The family house will be in village called Těšetice, in the cadastral municipality "Těšetice u Olomouce". The house id independently standing, it is designed as house for a family of four. The building has two floors and the building has no basement. The main construction system are walls constructed from Ytong porous concrete blocks, insulated by mineral insulation from stone-made fibers. The building is partly covered by shed roof with gradiet 5°and partly is covered by flat roof.
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Family house
Tkadlec, Martin ; Majsniar, Michal (referee) ; Hlavačka, Tomáš (advisor)
The aim of the project is a new building for housing in the catastral area Lukov, district Zlín. The house is a detached, first in new street. The nearest development is located at 50m far. It is designed for a family of four members. The building has two floors, both above-ground. Storage and rooms for living are located at first floor. There are rooms for living, technical rooms and garage at the second floor.There is a saddle roof. The house has an terrace made of exotical wood. It is accessible from living room. The building site is situated at inclined terrain.
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Family house
Fátor, Martin ; Majsniar, Michal (referee) ; Hlavačka, Tomáš (advisor)
The aim of the project is a new building for housing in the cadastral area Hořice, district Jičín. The house is a detached one in new street. The nearest development is located at 100m. It is designed for a family of four members. The building has two floors, both above-ground. Garage and rooms for housing are at first floor. There are rooms for housing onla at the second floor.There is a saddle roof. The house has an terrace made from concrete pavement. It is accessible from living room. The building site is situated at mild slope.
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Family house with office
Kolářová, Veronika ; Kacálek, Petr (referee) ; Petříček, Tomáš (advisor)
The subject of this project is documentation for family house with two floors with the office. The house is situated in the village Svébohov. The house is alone standing in the existing development and will serve for 4 to 5 member family. At the bottom of first floor will located business – law office and garage. In the upper part of first floor and full second floor will be used for housing. The terrace is part of house, and is with access to the garden. The land is sloping toward the southeast. Aisle roof is with slight tendency. (two pages).
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Detached house with watchmaker's
Bank, Martin ; Smolka, Radim (referee) ; Kacálek, Petr (advisor)
The aim of the project is a new building of a detached house with watchmaker’s premises in the cadastral area Vyšehoří, district Šumperk. The house is a detached one in existing development. It is designed for a family of four. The building has three floors. In the basement, there are the premises which consist of a repair service, shop, garage and technical hinterland. First above-ground and the attic are going to be used as living area. There is an oblique ridge roof with a dormer, on one side, which is aisle-roofed. The house has an ante-terrace from which there is a possible access to the terrain. The building site is situated on a south-west slope.
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Family house with surgery
Výšek, Jan ; Petříček, Tomáš (referee) ; Kacálek, Petr (advisor)
The project is solving object for living. Is it family house with the private physioterapist’s surgery. The object is standing separately and has two floors above ground and one floor under ground. The 2nd floor is solved as attic. For masonry is used material ceramic bricks with the ETICS, the ceiling is made from POT & MIAKO systeme with reinforcing components. In underground floor is used material the lost formwork concrete blocks with the armature and additional insulation. For the roof is used combination of saddle roof and hip roof, with angle 35 degrees. Object is located in peripheral locality of the city Jaroměř. Surrounding terrain is flat.
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DELIVERABLE D9.5 Damaged Masonry
Drdácký, Miloš ; Lesák, Jaroslav ; Urushadze, Shota ; Válek, Jan
Several masonry trial wallets were prepared for the testing. The specimens were mounted into a special testing rig which enabled simultaneous uniform compression and cyclic horizontal loading on the top of the tested specimen. There were four hydraulic jacks generating the vertical load which was transmitted to the wall by eight ties and a steel 'hatö on the top of the wall. Horizontal displacement (force) on the top of the wall was introduced from servo-hydraulic MTS actuator of 250 kN capacity. Experimental part involved testing of brick walls for determination of crack pattern development under various combined loadings and testing of brick, sandstone and marly lime stone walls for crack and damage determination by application of NDT methods. Four approaches have been studied and evaluated: i) sonic wave propagation, ii) stress wave propagation, iii) crack pattern development, iv) modal analysis in which also a case study has been accompanied with a related pilot shaking table test of a one leaf masonry model.
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