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The Architectural and Engineering Research of the Building Construction
Slavětínský, Šimon ; Heřmánková, Věra (referee) ; Anton, Ondřej (advisor)
The subject of this bachelor thesis is the diagnostic survey of the arch railway bridge, which is situated in city called Hulín at the Railroad between Kojetín – Valašské Meziříčí in 16,019 kilometer. The thesis contains description of construction and technological survey and diagnostic methods, which includes evaluation of essential characteristics of masonry structures. The practical part contains processing of diagnostic survey. Its result is determination of material characteristics of the structure.
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Removing of masonry pillar from load bearing wall
Zubalík, Jakub ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
The subject of this bachelor thesis is design suitable solution of a new load bearing structure in residency basement. There is a increase the width of hole by removal masonry pillar from load bearing wall between two doors. In first part there is a focus on loads analysis in height level of new beam and design two solutions of beam. Verification of bearing capacity is included with eventual changes.
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Familly house
Semrádová, Bohumila ; Poláček, Lukáš (referee) ; Spáčil, Miroslav (advisor)
The aim of the project is a new building of detached house in the kadastral area Golčův Jeníkov, district Hvlíčkův Brod. The building site is triangular shape, fenced from all three sites. Entry to the site is situated from Obora street. The house is detached one in existing development. It is desined for a four members family. Main entry is situated from the house frontside. The house is situated seven meters from line of public way and minimum two meters from neighboring sites. Paved area is desined infront of garage. The terrase is situated near north-east wall of house. The house has three floors (basement, groundfloor, firstfloor). Twoo cellar rooms are situated in basement. Groundfloof and firstfloor are going to be used as living area. The building isn´t wheelchair solved. The architectural design of the house is conceived for using of traditional materials in their natural colour finishing (elements bricks, stone, wood, iron).
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The solution of technolofical phase bearing structures(vertical and horizontal) apartment building in Staré Brno
Sáček, Petr ; Bravenec, Roman (referee) ; Mohapl, Martin (advisor)
The topic of my thesis is to implement technological steps gross upper construction of residential house on Rybářská ulice in Staré Brno. This paper contains a technical report, technological specification, bill of quantities, schedule, design of machine assembly, quality requirements and their security, safety, and organization development solutions.
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FAMILY HOUSE IN ROZDROJOVICE
Hrdinová, Hana ; Pospíšil, Tomáš (referee) ; Pěnčík, Jan (advisor)
This Bachelor thesis deals with the construction a family house in Rozdrojovice, district Brno-venkov. In the project has been prepared complete documentation of new building to family house the level of documentation for building construction. Built-up area is 224,3 square meters. The house was designed for four family members. The building has three floors, two of which are above-ground and one underground. The basement is from Diton shuttering and both floors are built from Porotherm system (ceramic brick blocks). The proposal emphasizes the object static and layout, energy saving and fire safety. Drawings were processed in software for design – AutoCad, Archicad
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Multipurpose facility,Skuteč
Hromádko, Vojtěch ; Jelínek, Petr (referee) ; Eliáš, Luboš (advisor)
The aim of the project is a new multipurpose facility building in the catastral area Skuteč, district Chrudim. The house is a detached, first in new street. The new street is conected with Boženy Němcové street. The nearest development is located at 50m far. The building has for floors, three above-ground and one under-ground. There are garages and flat basements in under-ground. And rooms for living above-ground. There are 13 flats in the building. The roof is flat. The house has an terrace or balcony. They are accessible from living room. The load-bearing construction is frame of reinforced concrete.
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Familly house
Kubátová, Michaela ; Dostálová, Darina (referee) ; Spáčil, Miroslav (advisor)
The building is located in Humpolec, Highlands Region, Humpolec cadastral, land parcel No. 1877/6, the proposed building of the family house is situated on this land. Land investor is irregular rectangular plan, with a steep slope from northeast to southwest. The land is the eastern, southern and northern tents bordered by private land on which the buildings are located family home. The western boundary of the property is lined with a paved public roads for vehicular traffic on both sides lined the pavement. The building is a three story house with two floors and one basement floor. The building is covered with a flat roof. Object solitary house is made of a simple matter. The plane shape of the object is rectangular with dimensions 16.40 x 12.40 m, height of the highest point above grade level is 6.20 m.
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FAMILY HOUSE IN DRÁSOV
Němcová, Aneta ; Kalužová, Alena (referee) ; Pěnčík, Jan (advisor)
The aim of the project is a new building for housing in the Drásov in the catastral area Drásov. It is designed for a family of four members. The building has three floors, two of which are above-ground and one underground. Storage are located at underground, rooms for living, technical rooms and garage are located at first floor. There are rooms for living at the second floor.There is a sloped shed roof. The house has an terrace made of concrete pavement. It is accessible from bedroom and bathroom. The building site is situated at mild terrain.
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Monitoring masonry buildings affected by the surrounding construction
Kirschbaum, Adam ; Heřmánková, Věra (referee) ; Cikrle, Petr (advisor)
This bachelor’s thesis deals with monitoring of a building object affected by a surrounding construction. In the first, theoretical part the defect of wall constructions, ways of measuring wall cracks and possibilities of a static load are described. The second, practical part deals with monitoring of a multi-storey building which was damaged by a building of a neighbouring object in the gap site. It covers the inspection and documentation of the damage and the description of the applied methods. The results of measuring are elaborated graphically and analysed in connection with interventions to the construction.
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