|
|
Extensions of the Pension Sebranice
Ludvík, David ; Tichomirov,, Vladimír (referee) ; Novotný, Miloslav (advisor)
This diploma thesis deals with the design of a two-storey extension of a penzion house in Sebranice near Boskovice. The building is located on a flat terrain and is adjacent to the existing building of a country house. The building has a ballroom, new facilities for the existing building, wellness, garage, reception, meeting room, dining room and seven accommodation units for temporary accommodation for a maximum of 18 people. The vertical load-bearing structures are designed from a structural system of ceramic blocks of the HELUZ systém, the building are based on foundation strips. The ceilings and stairs are monolithic reinforced concrete. The roof is sloping, saddle, formed by a purlin system. The work contains project documentation for the construction.
|
|
|
Guest-house Repechy
Janík, Tobiáš ; Hubáček,, Petr (referee) ; Myslín, Jiří (advisor) ; Novotný, Miloslav (advisor)
This bachelor thesis is based on an earlier project made in third year of bachelor study. It is a reconstruction of former rustic building, which was built probably in early 20 century. Area is located in Repechy village, which is part of Village Bousínov in Olomouc region, Prostějov district. Current building was built in several stages. The oldest part of the building is northwest wing, semi cellared, with non-habitable attic. After that cowsheds were built, so the buiding gain character of enclosed building. As final modification, the atrium was roofed with metal roof. Whole building was used to breed cattle, which is one of the main reasons, why is the building in such a horrid state. Main goal of bachelor thesis was to rebuild this building into pension with wide freetime activities such as hiking, cycling, horse riding, hyppotherapy, fishing and even ice-skating in winter. Due to the emergency state of the object the reconstruction is more or less forced. Only three bearing walls from the oldest part of the building and one facade were preserved. Whole architectional solution is trying to put old and new into contrast. It is most visible in west corner, where historical facade switch to the glass facade and on the roof, which is placed on classical wooden roof frame, but is shielded with glass plates in alluminium frames. The main entrance is situated in preserved facade. In the ground level, there is reception, restaurant, technical facilities and six rooms for guests. Second floor is fully reserved for accomodating guests. East wing has one floor and the flat of owner is situated in here.
|
|
|
Small Apartment House
Holubář, Zdeněk ; Novotný, Miloslav (referee) ; Šuhajda, Karel (advisor)
The topic of bachelor´s thesis is design four storey apartment house with barrier-free apartments. The building is four storey, roofed truss roof. There are three garage units and storage area underground. The building is located on plot of number 3800/32 in the village Velke Mezirici, cadastral area Velke Mezirici. The vertical constructions are designed from a construction system made of ceramic blocks. The ceilings are ceramic and the roof is hipped with trusses. The thesis provides documentation for realization of the construction. Part of the design is thermal assessment, accustic assessment and fire safety assessment.
|
|
|
Detached House with an estab
Mareček, Patrik ; Novotný, Miloslav (referee) ; Čuprová, Danuše (advisor)
The aim of my bachelor´s work was a project of a new family house with a geodetic office in the land register of Senica in the housing development. The object is a two storey building that is partially with basement. It has a basement, first and second floor. There is a garage as a part of the house. The family house is designed to suit a 4 -6 member family. The garage is designed for two cars. The office is suitable for two employees. The main entrance of the building is situated to the west.
|
|
|
Reconstruction of the Knurr palace, Fulnek
Kvapilová, Vendula ; Cigánek, Jiří (referee) ; Novotný, Miloslav (advisor)
This diploma thesis deals with the reconstruction and rehabilitation of a real cultural monument in Fulnek. It is a four-winged object with almost rectangular atrium. The main subject of the diploma thesis is the change in the use of the building and the proposals for remediation of damp walls. Knurr's palace has three above-ground floors and is non-decked, covered by a classic shell with fiber cement. The use of the object is mainly designed as a civic amenities, now the building is not used. The building is located in close proximity to the slope and the building is adjacent to the building. The project is solved at the level of the documentation for construction.
|
|
|
Detached family house, Valašské Klobouky
Fojtů, Ondřej ; Novotný, Miloslav (referee) ; Müller, Jan (advisor)
The bachelor’s thesis deals with the new detached family house witch is situated in the town’s residential area of Valašské Klobouky. The land has a sloping character. The building is a two-floor, partial basement house with a garage and a terrace in the ground-shaped rectangle with dimensions 11x14 m. The object is designed for a four-member family. The external and internal vertical structures are made of sand-lime blocks of the KM BETA SENDWIX system, horizontal structures are made of reinforced concrete floor. The house is insulated with the ETICS contact isulation system. The bulding is roofed with hipped roof of wooden trusses with a slope of 15. The bachelor’s thesis has the form of design documentation for the building process.
|
|
|
Carpenter of Slaný
Cach, Ladislav ; Tichomirov, Vladimír (referee) ; Novotný, Miloslav (advisor)
The thesis theme is a carpentry production facility with the adjacent office building at Slané. The thesis deals about the proposal of the object with building and construction solutions of the building. The thesis includes a detialed solution of the exhaustion ventilation the technology part of the carpentry. In the office building there is a reception in the 1st floor and the exhibition spaces. The vertical communication in the building is solved by two-arm straight starcases, one in office building and the second in the annexe hall for the employes. The construction system of the hall is reinforced concrete prefabricated system with advanced prestressed girders. Office building is designed like a reinforced concrete monolithic frame. Buildings are divided by dilatation. The object is based on the footings which are connected to base thresholds. The rooftops of the objects are flat.
|
|
|
Mechanical durability of waterproofing membranes against elements of waterproofing membrane construction protection
Remeš, Josef ; Oláh,, Jozef (referee) ; Novotný,, Marek (referee) ; Novotný, Miloslav (advisor)
Waterproofing membranes are one of the most commonly used waterproofing insulation materials. These can be found both in assemblies of roof constructions and substructures and are a key component for waterproofing systems. During design process it is necessary to select materials, elements and accessories so that mutual compatibility, waterproof effectiveness and reliability is ensured. In order to protect the main waterproofing layer a composition is therefore completed with construction protection elements, which are meant to prevent from a mechanical damage of waterproofing membrane. Mechanical stress and damage may become evident in variety of situations, which can be caused externally not only as an inappropriate ground bashing procedure but also as a consequence of improper waterproofing construction protection. In practice there are many cases of waterproofing system failures due to stress of elements with higher mechanical durability which affect elements with lower mechanical durability. The dissertation deals with an application of dimpled membranes protected by the layer of waterproofing membranes, which may due to stress and mutual compatibility result in waterproofing system failure and waterproofing reliability decrease. The dissertation is focused on mechanical durability of waterproofing membranes made of folio and modified bitumen membrane against damage from dimple membrane depending on stress category. First, possible waterproofing membrane damage from dimple extrusion is calculated and evaluated. The next part deals with verifying by experiment based on an effect of long-term static stress and short-term dynamic stress caused by ground bashing, where a measurement of ground bashing stress is performed. Experiment interpretation and an acquired knowledge provided the dissertation with an information what combination and order of particular layers results in higher risk of waterproofing system failure and waterproofing reliability decrease
|
|
|
Reconstruction of residential building
Pavlíček, Jan ; Tichomirov,, Vladimír (referee) ; Novotný, Miloslav (advisor)
The subject of this final thesis is prepared detailed project documentation for the reconstruction of apartment building on Karáskovo Square in Brno - Židenice. The existing building is rectangular and is a part of a apartment terraced buildings. Residential building has a basement and three floors and an attic. The main entrance is oriented to the southwest. Foundation structures are concrete, vertical support system is a brick wall, roof structure is wooden roof standing stool with pleated ceramic tiles.
|
|
|
City Office of Nový Bydžovv
Vaníček, Martin ; Tichomirov,, Vladimír (referee) ; Novotný, Miloslav (advisor)
Diploma thesis is about design and making of execution project for office city building which is located in Nový Bydžov. The building is located in the late brownfield area of Dufek´s wood manufacture, which is on the south part of Nový Bydžov. The building has four above ground floors and one below ground floor. The building shape is rectangular of dimensions 53,02 x 17,62 m. On the south, west and east is the façade from height of second floor slightly cantilevered. On the east part the edge of cantilevered façade duplicate slopping edge of the bottom land and it creates wonderful but economical shape. The height of the building from the ground is 14,5 m. The shape of roof is flat, covered with the mPVC foil and gravel mound. Façade which covering the first ground floor is made of polystyrene with thin layer of plaster which creates building plinth. Top cantilevered façade is made of ceramic tiles of dimensions 1200 x 600 mm which are suspended behind the air layer. The ceramic tiles are light brown color. In the bottom part are glazed areas of rectangular and square shapes to create the open feeling in the ground floor. In the rear part is designed coffee bar with nice outside wooden terrace. Windows in the top cantilevered part of the façade are the circular shape and extend the architectural impression of the building. All windows are in the same color of dark blue. The steel parts of the building are also dark blue color. In the bellow ground floor are designed underground parking lot with the maximum capacity 29 cars and technical equipment. In the first floor above ground are designed reception, big lecture hall, exhibition hall, coffee bar with terrace and toilets. In the second floor above the ground are offices, computer room and HVAC equipment. In the third above floor are offices, conference hall, and IT equipment. In the fourth floor above the ground are also offices, maintenance room and storage of furniture.
|
guest ::
