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Item Estudo da propriedade resistência superficial em revestimentos de argamassa(Universidade Federal de Goiás, 2009-09-20) ALVES, Amália Silva; CASCUDO, Oswaldo; http://lattes.cnpq.br/3336749062812376; CARASEK, Helena; http://lattes.cnpq.br/3023241186996790The lack of cohesion in mortar renderings corresponds to the loss of mechanical strength among theirs layers due to the weakening of particles bond, a fact which is reflected, among other events, by a low surface resistance of these renderings. Thus, poor surface strength of mortar renderings accelerates their degradation process, leading to a significant reduction in the level of their performance and leading to failures in the functions assigned to them. In this context, this basically experimental research aimed to study the property of surface strength in mortar renderings. So, was investigated the applicability of some test techniques, pendulum hammer, dynamometer traction and ultrasounds (by indirect method) to evaluate surface characteristics of the mortar renderings. In addition, were also evaluated the effects of moisture absorbed by the renderings, the influences of composition, air entrained content and application way in the surface strength of the mortar renderings. In this study, the experimental program was divided into two stages. In the first stage, were used: one mortar mixed (cement: lime: sand) and one industrial mortar (with air entrained content equal 20%) applied in one type of substrate (concrete surface - standard substrate ABCP) by compressed air projection, so that their produced coverings were tested under different conditions of moisture (oven-dry, dry environment, wet and saturated). In the second stage, were used: one mortar mixed (cement: lime: sand) and three industrial mortars (with air entrained content equal 20%, 30% and 40%) applied to the substrate standard in three ways (manually, by means fall box and by compressed air projection). Using statistical criteria, the main results have shown a significant effect of the four mentioned factors on the surface strength, in view of the testing techniques used. However, only showed no significant the effect of moisture in the hardness index.Item Diretrizes para a melhoria da gestão do processo de projeto de edifícios multipavimentos(Universidade Federal de Goiás, 2010-09-20) CASTRO, Moema Patricia Barros de; BRANDSTETTER, Maria Carolina Gomes de Oliveira; http://lattes.cnpq.br/8038795637292636; AMARAL, Tatiana Gondim do; http://lattes.cnpq.br/7298757233386815This study examines the design process management and its interrelation with the constructive process of multifamily residential buildings. Based on an exploratory survey to identify and understand the methodologies for managing the design activity into two companies in the metropolitan region of Goiania, this work is divided into three phases: literature review, desk research and field research (based interviews with key players in the process). To support this work in the investigation of major issues influencing the design process, one of the key steps in the roadmap construction work was the adoption of two reference models: (i) the reference model for building integrated design process management proposed by Romano (2003), and (ii) the manuals scope of projects and services for the real estate industry (AGESC, 2010). These models helped in the development of a roadmap for semi-structured individual and group members with different professional process in two companies. With the purpose of fostering multidisciplinary cooperation and integration between different actors, the results of this study may be relevant to people who will handle or manage projects so that they can reflect on how to improve the postures adopted by the guidelines prepared and that they cast in development of practices and progress of the project management of buildings.Item Estudo da aderência entre concreto e armadura: análise da influência das fibras de aço(Universidade Federal de Goiás, 2010-08-26) DANIN, Alice Ribeiro; ARAÚJO, Daniel de Lima; http://lattes.cnpq.br/8801080897723883Bond between steel bars and concrete allows the use of reinforced concrete as a construction material. If the bond is appropriate, the cracks will be as little as possible, so the reinforcing bar will be protected by the surrounded concrete. Therefore, the aim of this research was to analyse the influence of steel fiber on mechanical properties of concrete and on bond strength. To this end, forty eight pull-out tests had been performed. A single test‟ bar was cast into the centre of a specimen, which measured 300 mm × 200 mm × 150 mm. It had been used four bars diameters: 10 mm, 12,5 mm, 16 mm and 20 mm. The test bars were pulled out of the concrete block using a 300 kN capacity universal testing machine (UTM) operated in displacement control. The tests were performed varying the length of mounting bar tested (for five and ten times the diameter) and the presence of steel fibers. The fiber content, as in volume, ranged from 0%, 1% and 2%. It was used coarse aggregate with maximum size of 12,5 mm and concrete with target compressive strength of 60 MPa at 28 days. It was previously characterized by tests of compressive strength, modulus of elasticity, tensile strength and diametrical compression strength with displacement control. For the concrete without fibers, it was determinate the fracture energy, and for the ones with steel fiber reinforcement the toughness was determinate. There were used short steel hooked fibers, which were 35 mm long. The tests determined the bond stress in the bar in each of the specimens, which concludes that the addition of fiber in the proposed amount had just a little influence on the results of the pull-out tests for the 10 mm diameter specimens.Item Diretrizes estratégicas para melhoria da eficiência logística em um canteiro de obra para execução de alvenarias e revestimentos de argamassa(Universidade Federal de Goiás, 2010-08-28) FALCÃO, Thiago de Faria; AMARAL, Tatiana Gondim do; http://lattes.cnpq.br/7298757233386815; BRANDSTETTER, Maria Carolina Gomes de Oliveira; http://lattes.cnpq.br/8038795637292636In civil construction, logistics can be characterized as a multidisciplinary method in the production process aimed at ensuring the design of material and human resources needed for production. Based on this fact, this work presents a methodology that seeks to characterize the processes of external masonry, sub floor, masonry and internal lining mortar, besides the relevant materials to implementation of these processes through two tools: flow charts and indicators of productivity. The first is an analytical record of the process flows described above showing the sequence of tasks performed in them, through a symbolic, aiming the optimization in terms of materials between one activity and another. The second through a model of productivity measurement and analysis of proposed specifically for the Construction Industry, which is named "Model of Factors." This research has the scope to develop a construction company building a method that aims to define the flow behavior of materials in the execution of the cases cited, and an indicator system for measuring performance for the same, with the aim of generating guidelines for improving logistics efficiency at construction sites. A general guidelines has been implemented in the process of lining mortar, providing a significant percentage drop compared the OR's daily and cumulative in two moments: before and after implementation of the guideline. This percentage rose from 126.26% to 23.07% taking into account the higher values for the two moments.Item A influência das condições climáticas na durabilidade dos revestimentos de fachada: estudo de caso na cidade de Goiânia GO(Universidade Federal de Goiás, 2012-08-29) FREITAS, Juliana Gomes de; CASCUDO, Oswaldo; http://lattes.cnpq.br/3336749062812376; CARASEK, Helena; http://lattes.cnpq.br/3023241186996790The climatic elements are related to the deterioration of the facades of buildings. Understanding the joint action of rain, wind and sunshine is important for prevention of pathological manifestations, thus ensuring the durability of coatings. Then, it becomes essential to know about the mechanisms of heat and moisture in porous materials. The problems related to this phenomenon are many, including the dimensional variation, which can cause cracks. The solar orientation and the presence of architectural details on the facades can cause the existence of the wettest spots, which favors the deposition of pollutants and microorganisms, causing stains. Thus, this paper aims at analyzing and understanding of issues that address the durability of facade coatings based on the understanding of the influence of climatic factors in buildings of the School of Engineering of the Federal University of Goiás (UFG), in Goiânia. Methodologically, the study aimed to: conducting a survey in order to quantify and map the pathological manifestations present, measurements of surface temperature and humidity in the dry and rainy seasons, trying to relate them to the cardinal orientations, creation of maps of wind-driven rain using data from the meteorological station of UFG, and conducting thermographic images, also in the rainy and dry seasons. The main results, it was found that the facades are exposed to different levels of humidity and temperature, which may favor the further deterioration of these. It was found that the north façade is the one that receives more sunlight in both the rainy and dry season, contributing to a high rate of fissuration. The same orientation is also one of the most humid and with higher levels of staining, consolidated information through wind-driven rain, that in the months of January and February 2012 reached one of the highest values. It was also observed that among the sites chosen for the measurements of surface moisture and temperature, the more prone to deterioration are the architectural details, as reached the highest values. In relation to infrared thermography, it was found that the best time of year for inspections was in the dry season and in the afternoon. In these periods, it was possible to identify pathological manifestations in the facades, such as stains, cracks and fantômes. An example is the case of the cracks which had a temperature 1°C lower than the part of the masonry without defects. It was also possible to visualize moist spots, as well as the lining of the points that were on the masonry and structure.Item Estudo do mecanismo de aderência de azulejos e argamassas de cal em revestimentos históricos(Universidade Federal de Goiás, 2011-05-16) JAPIASSÚ, Pammila; CARASEK, Helena; http://lattes.cnpq.br/3023241186996790The historical glazed tiles facades are an important luso-brazilian cultural expression that must be conserved and preserved. The bonding loss of glazed tiles to laying mortars is one of the most critical pathologic manifestations of this kind of coating. However, despite this importance, there‟s still a lack of studies about the bonding mechanism between this historical components. Accordingly, this dissertation proposed to perform an experimental and exploratory research, which the main objective is to give some contribution to the understanding of the ancient tile‟s bonding mechanism to the aerial lime-based mortar of historical buildings facade. For this, were analyzed samples of facade historical ceramic coating, between the late XIX and early XX century, of Ovar‟s buildings, in Portugal. In order to reproduce the historical bonding mechanism, were also analyzed ceramic coating applied in laboratory studying mortars of rehabilitation. In the first stage, were analyzed the ceramic coating and the mortars historic of three cases, as well was performed the interface‟s study between this two materials. In the second stage, were produced ceramic coatings in laboratory using tiles (similar to the historical ones) and four types of mortars of rehabilitation, composed by aerial lime, metakaolin and sand, varying the content of pozolana in 0%, 5%, 10% e 15%, replacement of lime in volume. In this stage, were characterized the tile, the raw materials of the mortar, and mortar in the fresh and hardened. Finally, yet was studied the interface between the glazed tile and the mortar of rehabilitation, in order to compare this one to the historical one. It was observed in the analysis of the historical ceramic coatings that the values of bond strength and of extension of bond were more related to the agregates granulometry than to the binder/aggregate of the laying mortars. In the case of the ceramic coatings molded in laboratory, it was found the influence of the metakaolin content in the rehabilitation mortars in bond strength. It was also observed a possible influence of the shape of the tile‟s back surface in the bonding of ceramic coatings. By the analysis in the SEM was identified the morphology of the products of carbonation and possible pozzolanic reactions in the studied mortars, that contributing to the increased bond strength of these materials.Item Influência da chuva dirigida e dos detalhes arquitetônicos na durabilidade de revestimentos de fachada(Universidade Federal de Goiás, 2010-05-21) MELO JÚNIOR, Carlos Mariano; CARASEK, Helena; http://lattes.cnpq.br/3023241186996790The durability of the facades is related to performance against the deleterious effects of climatic elements, among them the wind driven rain, and the effects provided by the elements presents in building facades. Understanding these aspects is important for the prevention of pathological manifestations, increasing the capacity of the building to perform his functions for a long period. The presence of architectural and construction details can act as protective barriers or conductive elements of moisture from rain, well as a platform for deposition of pollutants and microorganisms, causing staining of the facades. Thus, this paper aims to point out the influences of wind driven rain and elements of facades of the durability of the facades of buildings located in Goiania-GO, related them to the cardinal points North, South, East and West. Methodologically, the paper seeks to: creation of the first maps of wind-driven rain to the city of Goiania, with data obtained from the National Institute of Meteorology in the period of 2002 to 2008; carrying out measurements of surfaces moisture on the four facades of the local building with mixed mortar rendering; data collection of cases of infiltration along the technical assistance for builders, relating them to their respective guidelines; identification of microorganisms collected on the façade elements and visual inspection with photographic record of the facades staining due to the inefficiency of the architectural and construction details. As main results, it was found that the infiltration and staining occur differently for each façade, due mainly, the specific climate of the city of Goiania. From the analysis of the results of the indices of wind driven rain, it was found that the facades oriented toward the North are more susceptible to moisture penetration by cracks and openings, fact also confirmed by the survey of cases of infiltration. For the identification of microorganisms, it was observed that facades face South tend to favor the growth of fungi, while the others showed the growth of phototrophs, justified by the increased incidence of the sunlight on these facades and the staining described generically as dirt due the pollutions are also the presence of microorganisms. From the standpoint of staining, observed an increased formation of spots near the region of window sill and dripping on the facades facing the South direction and greater presence of staining on the parapets of the facades facing the North directions. The fantômes occurred more frequently in walls of the South facades.Item Viga composta com viga e laje pré-moldadas ligadas mediante nichos :análise via modelagem computacional(Universidade Federal de Goiás, 2009-10-22) MELO, Matilde Batista; ARAÚJO, Daniel de Lima; http://lattes.cnpq.br/8801080897723883In structural system of composite beams with slab and beam, both precast, it is necessary that shear stress is transferred from the slab to the beam through the interface to assure the composite action between beam and slab. This study has the objective of assessing the behavior of composite beams with slab and beam precast connected by pockets. For this, it was developed a computational model based on the Finite Element Method using the commercial software DIANA® 9.3, which make possible the analysis of interaction between shear stresses transferred by interface to precast beam and shear stress on the precast beam due to vertical loading. In the analysis, the behavior of these beams was compared with the behavior of beams with continuous connection, usually employed. In addition, the type of beam-slab interface (with or without shear-key) was analyzed. It is tried from this analysis to confirm some models presented in the literature for design composite beams connected by pockets. Usually, the models used to design of reinforced concrete beams to shear are slightly modified to design the composite beams connected by pockets. The results show that, in fact, there is an increase on the shear stress of precast beam due to a discrete connection provided by pocketsItem Avaliação das propriedades de transporte de massa contendo adições minerais(Universidade Federal de Goiás, 2009-10-06) MENDES, Marcus Vinícius Araújo da Silva; CARASEK, Helena; http://lattes.cnpq.br/3023241186996790; CASCUDO, Oswaldo; http://lattes.cnpq.br/3336749062812376The durability of reinforced concrete structures is damaged by the degrading action of the penetration of substances in the form of gases, vapors and liquids through the pores and cracks. It is known that water both in its pure form or containing dissolved ions such as chloride, sulphate, carbon dioxide or oxygen ions, can compromise the durability of concrete structures. In reinforced concrete structures at the marine environment, for example, the towers of wind power plants, this degradation can be more intense and accelerated. Thus, in the present study were analyzed concretes with different mineral additions (silica fume, blast furnace slag) and water / binder ratios (0.35, 0.45 and 0.55), with the objective to verify if the inside and cover thickness of concrete have some effect on the mechanisms of transport and also the effect of carbonation (only for concrete with w/b equal to 0.55) in the surface layer of concrete is important enough to make dificult the entry of aggressive agents in concrete. For this, the following tests to evaluate the mass transport in concrete were performed: capillary water absorption (NBR 9779:1995), water penetration under pressure (NBR 10787:1994), air permeability (method Figg), penetrability of chloride ion (ASTM C 1202: 2009), non-steadystate migration test (NT BUILD 492:1999). As a result, it was found that the mineral addition used generally provided an improvement in front of the concrete mechanisms of mass transport. In one of the properties, namely the diffusion coefficient (non-steady-state migration) of concrete with the use of silica fume and blast furnace slag, this has been reduced dramatically, around 11 times for the concrete with w/b equal to 0.55, when it is compared with concrete without mineral addition. It was observed that the inner region of concrete behaved better, in an unexpected way, than concrete cover region for some properties (capillary absorption, water penetration under pressure, penetration of chloride ions). From this conclusion, it can be said that the inner part of concrete is composed of transition zones (aggregated interface / mortar) exposed to facilitate the entry of fluids, gases and ions. About the effect of carbonation, this affected the capillary absorption and air permeability. The results led to explain that the clogging of the pores resulting from the product of carbonation (CaCO3), promoted the refinement of the pores, thus increasing capillary force and, consequently, increasing the capillary absorption. However, for air permeability this effect has damaged the passage of air through the surface layer. Finally, it is important noting that significant correlations were found among tests that evaluated the mechanisms of mass transport, namely, penetration of chloride ions and capillary absorption, diffusion coefficient (non-steady-state migration) and capillary absorption, permeability air and water penetration under pressure, penetration of chloride ions and the diffusion coefficient.Item Avaliação pós-ocupação na escola de música e artes cênicas da Universidade Federal de Goiás ambiente construído e comportamento humano(Universidade Federal de Goiás, 2011-08-29) MENDONÇA, Ana Domitila de Almeida; BRANDSTETTER, Maria Carolina Gomes de Oliveira; http://lattes.cnpq.br/8038795637292636This paper seeks to apply the system of Post-Occupancy Evaluation in the School of Music and Scenic Arts of Federal University of Goiás. The methodology included detailed characterization of the area investigated, with the steps: familiarization object of study, quantitative and qualitative research, data analysis and proposed improvements on the same subject of study as a place of work, learning and living in society. Data analysis gave the direction to a deepening in the acoustic issues and Needs Program that took shape during the search. First, due to the fact the school coves the courses of Music and Music Therapy, and second, due the fact coves courses for the Scenic Arts and Art Director and Producer that in front of the specificities of its growth and its physical characteristics of its facilities, located is in need of expansion and favorable places for them, attending to their peculiarities. Among the techniques of data collection used in Post-Occupancy Evaluation, Walkthrough happened with the monitoring of maintenance workers allowed a new look to the building and may contribute to reflections, retro-projective feeding decisions. Quantitative research, from the use questionnaires, revealed the profiles of their users and how they connect space, built or not; over there can assess the performance of the building. Qualitative research, by using the technique of the interviews and employment tool called "Poem of Desire" came elucidate the wishes of users and inter-personal relationships. For realize these reflections was used interdisciplinary, which allows the researcher to walk through different areas of knowledge. In front of the results have been proposed guidelines for projects and proposals for reform of preliminary study and the studies of new buildings to shelter the Laboratories of Scenic Arts and, another for isolated smalls room, for the study of musical instruments. These proposals have emerged in syntony with the aspirations of users to ensure them a higher level of satisfaction. The case study showed that, today, this type of evaluation has evolved into a dynamic model that makes it clear that at the end of each cycle of implementation of proposed interventions, the time will also be re-evaluated along with their users as spiral system.Item Concreto projetado como revestimento de túneis na Ferrovia Norte-Sul: análise segundo parâmetros de durabilidade(Universidade Federal de Goiás, 2010-09-24) MENESES, Antônio Davi Barbosa de; CASCUDO, Oswaldo; http://lattes.cnpq.br/3336749062812376The present work aims to analyse the durability parameters of the shotcrete, comparing the dry and wet projection systems, of the concrete resulting from the projection in plates and from the test specimens extracted from the tunnels structures of the North-South Railway, tract 01, in Anápolis-GO. This work considers an experimental research concerning the shotcrete behavior for dry-mix and wet-mix projection systems, by using testing indicators of the main durability parameters coming from national and international specifications. So, the experimental program involves a comparative assessment among the projection systems of current use in shotcrete, considering the comparative analysis between projected plates (control) and extracted test specimens from the tunnels on what refers to meeting the requirements related to durability. Therefore, the experimental program showed as independent variables: type of projection system (whether by means of dry-mix or wet-mix shotcrete) and the extraction of test specimen (from the control plates or from the tunnels structure). For each type of projection (dry-mix and wet-mix shotcrete), three plates were cast (normally used for concrete technological control) in conditions similar to the work-site, with the test specimens extraction been carried out according to pre-established ages. Eight test specimens were extracted from the just-builts tunnels generating thus samples to the durability associated tests, such as: capillary water absorption, immersion water absorption, concrete electric resistivity, water penetration under pressure, penetrability of chloride ions and concrete compressive strenght. Test specimens extracted from the tunnels and the from the plates were also submitted to testings of compressive strenght and mix-proportion reconstruction. The concrete extracted from tunnels showed worse results comparing to the parameters expected from the projected concrete requirements for road and rail tunnels, and it also demonstrated results which were inferior to the ones obtained from the plates. From a general assessment view, we could verify losses of durability properties of the shotcrete extracted from tunnels in reference to the projected plates.Item Análise numérica da influência dos segmentos grauteados na interação entre paredes de alvenaria estrutural com blocos de concreto(Universidade Federal de Goiás, 2010-04-06) REIS, Paulo Francisco de Oliveira; PRADO, Ademir Aparecido do; http://lattes.cnpq.br/4118518363912053; KHOURI, Magid Elie; http://lattes.cnpq.br/6016910773799021Structural masonry is one of the oldest building systems used by man. With technological advance, its use has become more and more frequent for providing rationality and economy to the building. For that reason, the research centers have tried to get to know it more precisely, especially in Brazil, where the system differs from other countries, prevailing the use of not armed or partially armed masonry. The studies conducted aim to know, primarily, the materials used and the analysis of their structural behavior. Even though, there are still masonry structural aspects that haven t been totally clarified. Based on that principle, the purpose of this work was to accomplish an investigation about the influence of grouting segments in the interaction between walls, with the utilization of isolated panels of three, five and seven walls and a multiple pavement structure, developed by computational modeling in finite elements. For the analysis of the results, check the profile of the distribution of normal vertical tensions and the absorption of applied loading. In this way, it is realizable that in some cases the grout causes significant interference, as in the holes of the bricks, while in others, its participation is almost despicable. An example is the grouting of the braces.Item Efeito do Ar Incorporado em Argamassas de Revestimentos(Universidade Federal de Goiás, 2010-10-29) RESENDE, Paulo Sérgio de Oliveira; CARASEK, Helena; http://lattes.cnpq.br/3023241186996790The present study contemplates in a scient ific way the act ion of air ent raining agents in mortars produced in laboratory and the ef fects on the coat ings appl ied on porous subst rates (ceramic blocks, concrete blocks) . This is an experimental work, aiming to test the effect of the air entraining agents in fresh mortars, hardened state and the remaining ai r in coat ing appl ied. The variables were: ai r content , type of subst rate and sur face finishing. Adopt ing a methodology for varying levels of ent raining ai r, keeping fixed the subst rate, the form of appl icat ion and the type of sur face finishing, evaluat ing the propert ies of mortars in order to obtain the ideal air content of dosage. Other studies were done after evaluat ion of opt imal ai r content , keeping i t as a fixed condi t ion and varying the type of subst rate, appl icat ion type and the type of sur face finishing, in order to analyze thei r inter f erence in the amount of remaining ai r, as wel l as such inter ference coat ing appl ied.Item Investigação de ações relativas à Construção Enxuta em construtoras goianas(Universidade Federal de Goiás, 2010-08-27) SOUZA, Leiliane Santana; AMARAL, Tatiana Gondim do; http://lattes.cnpq.br/7298757233386815; BRANDSTETTER, Maria Carolina Gomes de Oliveira; http://lattes.cnpq.br/8038795637292636In response to the needs of the building market, the model for operational management of the Lean Construction arises taking as a basis to adopt methods that seek to generate added value to the product, without resulting in significant increase in costs, deadlines or loss of quality. The aim of this study is evidence demonstrating the use of the philosophy of lean construction in the city of Goiania. A multiple case study was conducted, in the sites of eight companies of the capital, showing the features service to four principles of lean construction worked in this research. They are: increasing the transparency of the process, reducing variability, increasing flexibility and output value of the product / service from the considerations of customers (external / internal). A check list was applied to the management team in order to identify the presence or absence of the principles described. Data was collected through direct observation and photographic record. The analysis of the reports shows that participating companies seeking to reach the longing of the principles of lean construction in a particular way, even if it is not done intentionally, since no use of such methodology as a form of management. The approach takes the principles studied mainly on reducing losses from the streamlining, flexibility and transparency of processes, customer expectations and something important to consider. The paper's secondary objective disclosure of the issue in this region, for this was prepared a booklet for employees in the building, containing practical examples for use in the work. The relevance as to approach the subject is made for the originality of this study. This is an unprecedented survey in the researched region are expected to conduct the study and dissemination of results motivate these firms to develop practices that are not performed in the workplace.