Heutzutage werden bereits klein- bis mittelformatige Fassadenplatten aus Textilbeton mit Flächen bis zu 6 m² im Bauwesen verwendet. Dabei werden die ca. 25 mm dicken Elemente mit netzartigen technischen Textilien aus AR-Glas bewehrt. In einem kürzlich abgeschlossenen Forschungsprojekt wurde eine großformatige Fassadenplatte aus Textilbeton mit einer Elementfläche von 12,2 m² entwickelt, die eine Plattendicke von nur 30 mm aufweist. Die Platte wurde mit zwei rückseitigen monolithisch verbundenen Betonstegen ausgesteift. Durch die Beschichtung der Textilien mit Epoxidharz konnten formstabile und formbare Bewehrungsstrukturen entwickelt werden, die Textilspannungen von bis zu 1400 N/mm² aufweisen. In einem Pilotprojekt wurden die Ergebnisse des Forschungsprojektes angewendet und ihre Praxistauglichkeit nachgewiesen. Der Artikel beschreibt das architektonische Konzept, gibt Hinweise zur konstruktiven Durchbildung und beschreibt Herstellverfahren der textilen Bewehrung und Fassadenplatte.

Made available in DSpace on 2016-06-02T20:09:10Z (GMT). No. of bitstreams: 1 2391.pdf: 3213437 bytes, checksum: 14b8d8646353cdd03c7856c4081296ef (MD5) Previous issue date: 2009-03-03 / The increasing of using precast concrete panels, lack of standardization, lack of studies on precast concrete panels and its connections devices on Brazil, has led to the need of manual and design criteria of precast concrete panel connections. Although the designers and precast concrete panel manufacturers is using foreign standards when its available and their empirical knowledge on the specification and connections design criteria, the lack of manuals become hard to find solutions that provide easiness of precast concrete panel s employment. Connections are fundamental part of the precast structures. For the building assembly are necessary linking devices which influences the production process, the efficiency of casting, storage, transport, handling and especially in the assembly on site. This work presents the concept, technical features and functions of main types of spandrel panel connections and the main structure of building, and identifies typical connections and the general design recommendation. This report purpose the put in connection as a new classification of connection type. / Dada a falta de normatização, escassez de estudos sobre painéis pré-moldados, suas ligações e o amplo emprego de painéis pré-moldados nos dias atuais, percebeu-se uma necessidade tanto acadêmica quanto dos projetistas por material de consulta. As empresas fabricantes de painéis se baseiam em normas estrangeiras e no conhecimento adquirido empiricamente para o projeto de ligações de painéis, deste fato surge, portanto, a dificuldade de encontrar soluções para ligações que propiciem a eficácia da aplicação dos painéis. As ligações são parte fundamental dos sistemas pré-moldados, já que para a composição da edificação são necessários dispositivos interligantes , que intrinsecamente interferem em toda a cadeia produtiva e de montagem, ou seja, regem a eficiência nas etapas de fôrma, moldagem, estoque, transporte, manuseio e principalmente na montagem em canteiro. Neste trabalho são apresentadas ligações entre painéis de fachada horizontais pré-moldadas de concreto, a conceituação e a caracterização dos principais tipos e funções das ligações, identificando as diversas ligações existentes relacionando indicações gerais de projeto, além da proposição das ligações por encaixe como nova classificação de elementos de ligação.

The content of this thesis is the documentation for the project of Microbrewery in Hodonin. This microbrewery is a detached building on building plot in the urban area of Hodonin. In the building is located a microbewery with planed beer production 3500 hl per year and restaurant for 150 guest with the summer terrace planed for 35 guests. Building is a ground floor structure with cellar under the part of it. The ground floor is divided into the section for guest and a part for restaurant’s services with kitchen, storages and background for employees. In the restaurant is located a brewhouse which is a heart of the object. Microbrewery – fermenting room, lager cellar, tank cellar, boiler room, engine room for ventilation, storage of barrels and drinks are located in the basement. Bearing system is formed by walls- in the ground floor by ceramic blocks and monolithic concrete walls, in the basement by the concrete formwork blocks. The building is insulated. The roof above the kitchen and the restroom for guests is a flat roof. The roof above the restaurant consists of a wooden chest nailed trusses with a slope of 4%. As the roof covering is used a PVC foil

Diploma thesis is focused on the preparation of the implementation of the University Centre in Zlín. The work includes building technology study and subsequent construction technology project. In this thesis, the aim was to determine the time, financial and material demands of the project, choose the optimum process of construction, ensure BOZP, make the proposal buildingsite for the individual stages, the calculation of costs of site preparation and select adequate mechanical the assembly. It was drafted fire assessments of buildings.

Heutzutage werden bereits klein- bis mittelformatige Fassadenplatten aus Textilbeton mit Flächen bis zu 6 m² im Bauwesen verwendet. Dabei werden die ca. 25 mm dicken Elemente mit netzartigen technischen Textilien aus AR-Glas bewehrt. In einem kürzlich abgeschlossenen Forschungsprojekt wurde eine großformatige Fassadenplatte aus Textilbeton mit einer Elementfläche von 12,2 m² entwickelt, die eine Plattendicke von nur 30 mm aufweist. Die Platte wurde mit zwei rückseitigen monolithisch verbundenen Betonstegen ausgesteift. Durch die Beschichtung der Textilien mit Epoxidharz konnten formstabile und formbare Bewehrungsstrukturen entwickelt werden, die Textilspannungen von bis zu 1400 N/mm² aufweisen. In einem Pilotprojekt wurden die Ergebnisse des Forschungsprojektes angewendet und ihre Praxistauglichkeit nachgewiesen. Der Artikel beschreibt das architektonische Konzept, gibt Hinweise zur konstruktiven Durchbildung und beschreibt Herstellverfahren der textilen Bewehrung und Fassadenplatte.

This master’s thesis contains selected parts of construction-technological project of completion for a manufacturing hall in Drnovice. Based on the documentation used, the focus is aimed mainly at the technological report for the project and its coordination with broader relations of transport routes. Beside these topics, we discuss time and financial plans of the construction, equipment on the construction site, a proposal of main building machinery and mechanisms and the time plan of the main construction project. Furthermore, we provide a technological instructions, control trial plan for installation of a metal construction and façade panels casing, together with a comparison of industrial floors.

The aim of this diploma thesis is a project of a new building of a penzion with four floors. Penzion is situated in cadastral area Domažlice, in the centre of the town Domažlice. The building of penzion is free standing and it´s partially with a basement. There is one basement floor and three floors in this building. There is a facilities for restaurant, 2 conference halls and facillities for penzion on the first floor of building. The second and third floor are used for the accommodation of guests. There are 14 double rooms and one room for two immobile persons on the second floor. On the third floor, there are 12 double rooms and two double apartment. The basement of the building is used for parking and technical facilities of penzion. Roof of the building is designed two types of roofs. Three floors part of the building is covered by warm flat roof and the one floor part of the building is covered by green roof. Structural system consists of the cast – in – place concrete frame which is reinforced by masonry walls. Building envelope is insulated with contact thermal insulation. Facade of the one – floor part of the building and the back part of the building is designed from facade panels. Documentation of the diploma thesis is prepared for the building contruction. The graphical part of documentation has been processed in the Autodesk Autocad software. Thermal assesment has been processed in Svoboda software.

The topic of the master thesis is new medico-social facility hospice St. Michaela. The purpose of the object is the maximizing of improvement in the quality of life of dying, severely ill and incurable patients, with the use of palliative care. The construction follows the Complex of Regional Hospital Náchod. Together with as a retirement home Náchod completes a support network of health and social care. The building is designed as a four-building storey and is partially embedded into the sloping terrain. Floors are divided into individual facilities and together constitute a functional unit. In the basement is the technical room, warehouses, garages and kitchen facilities. On the ground floor are then socio-public rooms and facilities. On the second floor is located hedmaster of hospice and accommodation area. The third floor is devoted to the accommodation area. The proposed structure made of brick longitudinal system, supplemented by concrete basement walls. The horizontal structure is made of filigree ceiling panels. Stairs are designed as a precast concrete and steel. Individual roof structures is made from unwalkable, walkable and vegetation compositions. The cladding consists of ventilated facade of glass and wooden panels. Foundations are designed from the lineal foundation.