Este documento describe la elaboración de un concreto poroso con fibra de polipropileno (CPF). Se propone este material como una alternativa para reducir la contaminación sonora causada por la interacción entre el neumático y calzada. La propuesta consta de dos etapas de estudio: Elaboración de un concreto poroso y evaluación acústica mediante un modelo matemático microestructural. En la primera etapa, se evaluó dieciséis diseños, los cuales de cada mezcla se realizaron doce muestras para posteriormente ser sometidas al ensayo de resistencia a la compresión. Así se obtuvieron un total de 192 probetas que fueron evaluadas a los 7, 14 y 28 días de tiempo de curado. Los diseños están compuestos con agregados recomendados por el ACI 522R, agregados de HUSO 8 y agregados de HUSO 67, de los cuales se pretende seleccionar un concreto poroso que pueda cumplir las especificaciones mínimas de un pavimento manteniendo un porcentaje de vacíos óptimo para su posterior evaluación acústica. De los diseños obtenidos se estudió la influencia de la porosidad y porcentaje de vacíos en las propiedades mecánicas del concreto. De esta manera, se encontró una dosificación de CPF adecuado para la propuesta con una relación agua cemento de 0.36, fibra tipo I, 0% de aditivo y piedra de HUSO 8, con el cual se obtuvo una resistencia a la compresión de 296.37 kg/cm2, con el cual se cumplía los requisitos mínimos de resistencia del concreto para su aplicación a un pavimento. En la segunda etapa, se pretende obtener resultados del coeficiente de absorción acústica mediante una simulación numérica basados en la teoría microestructural de Neithalath. Este modelo fue aplicado a los diseños de CPF obtenidos en la primera parte, teniendo en cuenta el tamaño, forma de los agregados y la relación de vacíos. El desarrollo de este modelo matemático y su correlación con las mediciones físicas permiten la predicción del coeficiente máximo absorción acústica de un CPF basado en las características geométricas de la estructura de poros. Los diseños óptimos sometidos a la simulación numérica obtuvieron un coeficiente de absorción acústica de 0.79 y 0.63 para agregados de HUSO 8 y HUSO 67 respectivamente. De esta manera, con la investigación y experimentación se llegó a la conclusión que el CPF permite reducir el ruido generado por la interacción del neumático y la calzada, con lo cual se verificó un nuevo beneficio del concreto poroso en la ingeniería de pavimentos. / This document describes the fabrication of a polypropylene fiber (CPF) porous concrete. This material is proposed as an alternative to reduce noise pollution caused by the interaction between the tire and road. The proposal consists of two stages of study: Preparation of a porous concrete and acoustic evaluation using a microstructural mathematical model. In the first stage, sixteen designs were evaluated, of which twelve samples were made from each mixture and subsequently subjected to the compression resistance test. Thus, a total of 192 specimens were obtained, which were evaluated at 7, 14 and 28 days of curing time. The designs are composed of aggregates recommended by ACI 522R, aggregates of HUSO 8 and aggregates of HUSO 67, of which it is intended to select a porous concrete that can meet the minimum specifications of a pavement while maintaining an optimal percentage of voids for its subsequent evaluation. acoustics. The influence of porosity and void percentage on the mechanical properties of concrete was studied from the designs obtained. In this way, a suitable CPF dosage was found for the proposal with a water-cement ratio of 0.36, type I fiber, 0% additive and HUSO 8 stone, with which a compressive strength of 296.37 kg / cm2, with which the minimum strength requirements of concrete for its application to a pavement were met. In the second stage, it is intended to obtain results of the acoustic absorption coefficient by means of a numerical simulation based on the microstructural theory of Neithalath. This model was applied to the CPF designs obtained in the first part, taking into account the size, shape of the aggregates and the ratio of voids. The development of this mathematical model and its correlation with physical measurements allow the prediction of the maximum acoustic absorption coefficient of a CPF based on the geometric characteristics of the pore structure. The optimal designs submitted to the numerical simulation obtained a sound absorption coefficient of 0.79 and 0.63 for aggregates of HUSO 8 and HUSO 67 respectively. In this way, with the investigation and experimentation, it was concluded that the CPF allows to reduce the noise generated by the interaction of the tire and the road, which verified a new benefit of porous concrete in pavement engineering. / Tesis

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The diploma thesis deals with project documentation of new kindergartens in the cadastral area Rohatec. The building is self-standing, two-storey with a partial basement. It is a building designed for the upbringing and education of pre-school children. The capacity of kindergarten is 48 children divided into two classes. Part of the operation is a food preparation zone. The building is designed as a brick made of porous concrete blocks with mineral insulation, based on basic concrete passages. The roofing of the kindergarten is using warm flat roofs.

The subject of this diploma thesis is the design of exhibition gallery in the city center of Brno. The exhibition gallery consist of exhibition rooms, depositories, lecture hall, café, VIP room, entrance and communication spaces, hygienic facilities for visitors and employees, administrative premises of the gallery, air-conditioning and heating machinery. The SO01 object is processed in detail, the object SO02 is processed in the form of a study. Design of the exhibition gallery is based on the requirements of the student competition, the sponsor is Xella CZ, s.r.o. SO01 is designed as a four-storey building with three above-ground and one underground floors. The building has an exhibition area, a lecture hall, a café, a VIP room, entrance and communicative spaces, hygienic facilities for visitors and employees, air-conditioning machinery. The supporting structure of the building is designed as an assembled, prefabricated, reinforced concrete skeleton. Ceiling structures are designed as SPIROLL 250 mm pre-stressed ceiling panels. The facade is designed as two-layer ventilated. The exhibition gallery is designed with a single-layer flat vegetation roof.

This diploma thesis deals with suggestion of self-supporting insulating system that can be used for objects which insulating is more or less complicated. In this thesis are theoretically processed information about insulation systems while focus is on their structure, composition and principle of operation. Further, there is theoretically designed self-supporting insulating system which is practically built after theoretically composed testing for finding its basic properties. The most appropriate process of realization is formulated at the end after evaluation of the individual tests.

This diploma thesis focuses on a project of new building of Planetarium in Prostějov in Olomouc district. The project is in accordance eith official assignment and with contemporary Czech standards and legislation. Building is placed to biggest park of Prostějov, next to the centre of city on an empty plot owned by city. Object should serve to the people as a cultural centre. The building plan is irregullarly-sharped with maximum dimensions 47,6 x 26,6 m and has three floors. On the first floor is galery, literature store and cafe and on the second floor is projection room and observatory. Structural systém is skelet and walls from reiforced concrete. Foundations of the building are made of concrete strip foundation and reiforced concrete square footings and strip foundations. Ceilings are made of reiforced concrete panels. There are roofs made by steel cupolas. Unsound walls are made of porous fittings. All external walls and cupolas are insulated with mineral wool. Doors and windows have aluminium frame and triple glazing, inner doors are wooden. As result there’s structurally, operationally and aesthetically functional complex, that will be benefit for the city and its citizens, especially for their cultural life.

The dissertation deals with selected issues in the field of the calculation of the response of building structures which are excited with dynamic non-stationary displacement loading of its ground. Seismic load has been assumed. Procedures, how to work with seismic records with respect to the accuracy of dynamic calculations, how to modify the response spectrum to ensure the reliability, how to generate synthetic accelerogram requiring more accurate response, are recommended. Synthetic akcelerogram has been generated by own approaching, which has been used as the excitation function in the experimental seismic testing of autoclaved concrete brick building in model scale. Response values of motion in the measured points of the experiment were compared with the linear and nonlinear dynamic calculations by using the finite element method models. Different levels of detail of the numerical models have been used. The shear wall behaviour has been modelled by using constitutive models with brittle failure as well as using of non-linear interaction interface with possible delamination between the masonry bricks. The behaviour of the mathematical model of wall systems has been calibrated with respect to the measured data at shear wall experiments in real and model scale of walls.