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321	Veterinární klinika / Veterinary Šeps, Daniel January 2022 (has links) The subject of the diploma thesis is the design of a free-standing veterinary clinic building in Nová Paka, in the form of project documentation for the construction. The building of the veterinary clinic consists of 3 rectangles forming a Z-shape, where the entrance to the building of the veterinary clinic, its operational and administrative part is located in the eastern part. In the western rectangle there is a separate and operationally separate entrance to the apartment unit, which is located on the second floor. The entrance to the veterinary clinic building and the housing unit is barrier-free. The building will be located in a slightly sloping terrain (3.49%). The main facade of the building with the entrance to the building is oriented to the southwest. The separate entrance to the apartment unit is from the northeast side. The perimeter masonry consists of the Porotherm system with the ETICS contact thermal insulation system in a thickness of 300 mm and 200 mm ETICS masonry. The internal load-bearing masonry also consists of a Porotoherm masonry system in a thickness of 250 mm. Internal non-load-bearing masonry consisting of the Porotherm system in thicknesses of 115 and 140 mm. The ceiling structure consists of a reinforced concrete slab th. 200 mm. Above the veterinary clinic, the roof area forming the terrace of the housing unit is considered, divided into two parts 1) with a vegetation layer and 2) with a tread layer of concrete paving on the targets. The main waterproofing layer of the flat roof consists of strips of SBS modified asphalt. Above the 2nd floor, a sloping hip roof made of glued wooden trusses is considered, and a sheet metal roofing is considered as the roof covering of the truss roof. The windows are designed with insulating triple glazing. The attic on the flat roof is equipped with an aluminum railing with a vertical bar infill. The building is heated by a gas condensing boiler, the building is also designed forced ventilation
322	Sídlo firmy Alemat s.r.o. se skladem / Alemat s.r.o. headquarters and warehouse Petr, Lukáš Unknown Date (has links) This diploma thesis deals with design of office building with warehouse. The buildings are situated on slightly sloping terrain in cadastre unit of Sudoměřice u Tábora. Both buildings have rectangular shape and are connected with two sides. The Alemat s.r.o. company is internet shop, predominately with electronics. In the office building is also showroom where are some products will be shown. The warehouse will serve for receipt and issue of goods and to store them. The perimeter walls of office building is designed from ceramic block thickness of 250mm, for example Heluz Family 25. The walls will be insulated with 200mm of expanded polystyrene. The foundation construction is designed as foundation strips from plain concrete and permanent formwork brick filled with concrete and reinforced with steel. The ceiling construction is designed as prestressed panels thickness of 250mm. The roof is flat with main hydro isolation made of plasticized PVC foil loaded with pea gravel. The main construction of warehouse will be made of steel frames. The exterior skin of the warehouse will form panels Kingspan thickness of 140mm. The foundation construction is designed as monolithic foundation pads. Between the pads will be monolith grade beams. The roof is designed also from Kingspan panels. To the panel will be mechanically fastened plasticized PVC foil. Roof drainage is designed to rain gutters.
323	<strong>Agbufferbuilder for decision support in the collaborative design of variable-width conservation buffers in the Saginaw Bay watershed</strong> Patrick T Oelschlager (16636047) 03 August 2023 (has links) <p>Field-edge buffers are a promising way to address nonpoint source pollution from agricultural runoff, but concentrated runoff flow often renders standard fixed-width linear buffers ineffective. AgBufferBuilder (ABB) is a tool within ESRI ArcMap Geographic Information Systems software that designs and evaluates targeted, nonlinear buffers based on hydrologic modeling and other field-specific parameters. We tested ABB on n=45 Areas of Interest (AOIs) stratified based on estimated sediment loading across three sub-watersheds within Michigan’s Saginaw Bay watershed to evaluate the effectiveness of ABB relative to existing practices across a wide range of landscape conditions. We modeled tractor movement around ABB buffer designs to assess more realistic versions of the likely final designs. ABB regularly failed to deliver the desired 75% sediment capture rate using default 9 m x 9 m output raster resolution, with Proposed buffers capturing from 0% to 68.49% of sediment within a given AOI (mean=37.56%). Differences in sediment capture between Proposed and Existing buffers (measured as Proposed – Existing) ranged from -48% to 66.81% of sediment (mean=24.70%). Proposed buffers were estimated to capture more sediment than Existing buffers in 37 of 45 AOIs, representing potential for real improvements over Existing buffers across the wider landscape. In 13 of 45 AOIs, ABB buffers modified for tractor movement captured more sediment than Existing buffers using less total buffer area. We conducted a collaborative design process with three Saginaw Bay watershed farmers to assess their willingness to implement ABB designs. Feedback indicated farmers may prefer in-field erosion control practices like cover cropping and grassed waterways over field-edge ABB designs. More farmer input is needed to better assess farmer perspectives on ABB buffers and to identify preferred data-based design alternatives. Engineered drainage systems with raised ditch berms and upslope catch basins piped underground directly into ditches were encountered several times during site visits. ABB only models surface flow and does not recognize drain output flow entering waterways. Modified ABB functionality that models buffers around drain inlets would greatly improve its functionality on drained sites. This may be accomplishable through modification of user-entered AOI margins but requires further investigation. Unfortunately, the existing tool is built for outdated software and is not widely accessible to non-expert users. We suggest that an update of this tool with additional functionality and user accessibility would be a useful addition in the toolbox of conservation professionals in agricultural landscapes.</p> Agricultural hydrology Agricultural land planning Agricultural management of nutrients Sustainable agricultural development Conservation and biodiversity Environmental management Natural resource management conservation buffer riparian buffers vegetative filter strips precision conservation conservation practice adoption Nonpoint Source Pollution (NPS) Decision support tools (DSTs)
324	New Heuristics for Planning with Action Costs Keyder, Emil Ragip 17 December 2010 (has links) Classical planning is the problem of nding a sequence of actions that take an agent from an initial state to a desired goal situation, assuming deter- ministic outcomes for actions and perfect information. Satis cing planning seeks to quickly nd low-cost solutions with no guarantees of optimality. The most e ective approach for satis cing planning has proved to be heuristic search using non-admissible heuristics. In this thesis, we introduce several such heuristics that are able to take into account costs on actions, and there- fore try to minimize the more general metric of cost, rather than length, of plans, and investigate their properties and performance. In addition, we show how the problem of planning with soft goals can be compiled into a classical planning problem with costs, a setting in which cost-sensitive heuristics such as those presented here are essential. / La plani caci on cl asica es el problema que consiste en hallar una secuencia de acciones que lleven a un agente desde un estado inicial a un objetivo, asum- iendo resultados determin sticos e informaci on completa. La plani caci on \satis cing" busca encontrar una soluci on de bajo coste, sin garant as de op- timalidad. La b usqueda heur stica guiada por heur sticas no admisibles es el enfoque que ha tenido mas exito. Esta tesis presenta varias heur sticas de ese g enero que consideran costes en las acciones, y por lo tanto encuentran soluciones que minimizan el coste, en lugar de la longitud del plan. Adem as, demostramos que el problema de plani caci on con \soft goals", u objetivos opcionales, se puede reducir a un problema de plani caci on clasica con costes en las acciones, escenario en el que heur sticas sensibles a costes, tal como las aqu presentadas, son esenciales. unfolded hyperpath STRIPS Steiner tree soft goal compilation set-additive heuristic soft goal search satisficing planning relaxed plan heuristic relaxed plan relaxation recursive conditioning planning domain planning landmark optimal planning oversubscription independence independence assumption inference landmark heuristic hypergraph heuristic heuristic search graph dtree delete relaxation cost constraint satisfaction conjunctive landmark classical planning complexity choice variable Bayesian network additive heuristic algorithm AND/OR graph action cost 62
325	Kongresové centrum Humpolec / Congress centre Humpolec Šrůta, Otto January 2018 (has links) This thesis describes the design and processing of the convention center. The proposed house is located at the top of the square of Humpolec in the area designated for the construction of public facilities. The building consists of a basement, where there is a garage for the car owner and stores food for the kitchen. On the first floor there is a reception, restaurant and facilities for the kitchen. On the second floor are conference halls. In the third and fourth floor is accommodation for guests. The restaurant is designed for 55 people inside + outdoor terrace can seat about 30 people. Conference halls are designed for 90 people. Accommodation is for 28 guests. Outdoor parking is for 40 cars. Perimeter bearing walls are made of reinforced concrete + insulation. Interior bearing walls are made of reinforced concrete, interior non-bearing brick walls HELUZ. The ceilings are made of overstretched Spiroll panels and boards reinforced cross. For ceiling is plasterboard ceilings. The roof home is designed as a single-layer flat. Heating is effected by the heat pump. Wooden windows are six-chamber, aluminum doors. There is a staircase and an elevator. The proposed facility is designed wheelchair.
326	Příprava realizace montované haly s administrativou v Praci / Preparation of a prefabricated hall with administration Schrámek, Martin January 2019 (has links) The subject of the diploma thesis is a preparation of a prefabricated hall with administration in Prace. The production hall will be used to produce glass fiber reinforced concrete. Next part and extension is an administrative part. The text part of the thesis contains a technical report on the building technological project, time and financial plan of the building - object, coordinating situation of the building with broader relations of the transport routes, study of the realization of the main technological stages of the building object, item budget of the main building object, time schedule of the main building, sets of the main technological stages, detection protocols for individual months, limits, balance of resources and personnel, plan of selected material sources, technical report of construction site equipment, technological regulation of precast reinforced concrete frame, technological regulation of precast concrete frame coverings Kingspan panels, Control and test plan of precast concrete frame, covering of precast concrete frame panels Kingspan and ceiling panels of the Spiroll administration, alternative suggestion of the exchange ceiling construction administration and comparison, noise study and thermal technology.
327	Polyfunkční dům / Multifunctional building Prokop, Stanislav January 2019 (has links) The diploma thesis deals with the design and elaboration of the project documentation of a polyfunctional house with a café in Kyjov. The new building is located in the northern part of the city. It is a 4 floor object, partlial basement building with a saddle roof. The house is based on plain concrete slabs. The supporting peripheral and internal masonry is designed from POROTHERM brick blocks. In the cafeteria, an open layout is proposed using beams and columns. Ceiling structures are designed from the POROTHERM MIAKO system. The roof structure is designed with a truss with sheet metal cover. The perimeter walls in the 1PP are designed from blocks of loose formwork filled with concrete, which are insulated with extruded polystyrene. The building is functionally divided into 2 parts, each with its own entrance. The café is equipped with a vestibule, its own café, toilet for women and men with cabins for handicapped visitors and a background with a storeroom, dressing room and WC with a hall. The residential part consists of 4 garages and 6 apartments, 2 of which are adapted for the handicapped. The object is designed with natural ventilation. The object is barrier-free. In front of the building is proposed a parking space for 9 seats, 2 of which are designed for handicapped and 2 for apartment owners.
328	Obvodní oddělení Policie ČR v Brně Bohunicích / District police department of the Czech Republic in Brno-Bohunice Lengyel, Aleš January 2020 (has links) The master´s thesis elaborates the project documentation for the construction of the District Police of the Czech Republic in Brno. The new building is situated in the north of city part Bohunice. It´s a three- floor object with partial basement and flat roof. The bearing perimeter masonry, internal bearing masonry and internal non- load bearing masonry are made with technology from ceramic hollow blocks. Ceiling construction is designed from prestressed ceiling panels. The perimeter walls of the of the underground floor are made from blocks of lost formwork, which is insulated with extruded polystyrene. The walls on the above- ground floors are insulated by a combination of contact thermal insulation system and ventilated facades with fiber- cement facade cladding boards.
329	Hotel / Hotel Řehoř, David January 2015 (has links) The objective of this thesis is to draw up the design documentation for the construction of a hotel. The hotel is situated on the edge of the golf resort Kaskáda near to Jinačovice. It’s a brick building with two above – ground floors and one underground. There is the staircase in the building that creates protected escape route. The perimeter wall is designed of ceramic bricks Porotherm T Profi. They are filled – in by mineral wool. The hotel is divided into three dilatational parts. There are 35 guest rooms in the hotel; two of them are barrier – free, in total 63 beds. In the ground floor there are entrance, reception, restaurant, bar, kitchen with the background. In the basement there are technical equipment, a fitness room, a wellness, changing rooms, washrooms and a bar. The roof of the hotel is flat. There is the terrace accessible from the apartments in the second floor above the restaurant.
330	Administrativní budova / Office Building Szabo, Daniel January 2017 (has links) The aim of the thesis is recently erected administration building situated in Brno, urban area Slatina. he bulidong consits of three storeys and one underground storey. Architectural composition is temperate and rational with regard on functional use of building and considerates demnads of the investor. Building is created mainly for administration purposes.First storey conists form more parts, there is administrative part, space for shops,stores, relax zones,and the part for stores and utility room. Second and third storey is also for administration , relax zones and social background.Undergorund is the space for garage compound, utility rooms, the spare source for heating, ventilating and air conditioning (HVAC)and store.Load-bearing structure is system S1.2 - reinforced concret skeleton system. The foundation construction is developed from foundation pad, foundation strips and foundation slab. The single- shell roof of this buildng is proposed as the flat roof above the first and second storey and as the roof with growing layer and mound of river stones above the third storey. Our aim was to propose the commercial space for offices with variation usage and also the space for shops, work out compact bulding with spacy and functional disposition.We worked out design documentation in accordance to valid legislation, laws,and technical norms. Drawings are made in AutCAD and visualisations in SketchUp program.

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