Submitted by Automa??o e Estat?stica (sst@bczm.ufrn.br) on 2017-03-20T23:06:42Z
No. of bitstreams: 1
MauriceiaMedeiros_DISSERT.pdf: 1370833 bytes, checksum: 2a4b653b04c33ca8dac562937c6bb131 (MD5) / Approved for entry into archive by Arlan Eloi Leite Silva (eloihistoriador@yahoo.com.br) on 2017-03-24T21:44:40Z (GMT) No. of bitstreams: 1
MauriceiaMedeiros_DISSERT.pdf: 1370833 bytes, checksum: 2a4b653b04c33ca8dac562937c6bb131 (MD5) / Made available in DSpace on 2017-03-24T21:44:40Z (GMT). No. of bitstreams: 1
MauriceiaMedeiros_DISSERT.pdf: 1370833 bytes, checksum: 2a4b653b04c33ca8dac562937c6bb131 (MD5)
Previous issue date: 2016-12-19 / O estado do Rio Grande do Norte possui grande concentra??o de scheelita, principal fonte de Tungst?nio, elemento qu?mico importante na produ??o em diversos segmentos industriais. Ao extrair esse material do mineral bruto, toneladas de res?duos s?o geradas e estocadas no meio ambiente. Com isso, este trabalho tem como objetivo analisar o uso do res?duo de scheelita em substitui??o a areia na formula??o de argamassas de revestimento, devido ?s suas caracter?sticas favor?veis. Foram coletadas amostras do res?duo da scheelita na mina Breju?, Munic?pio de Currais Novos/RN, e ap?s sua caracteriza??o inicial, observou-se a aplica??o do res?duo grosso nas argamassas em estudo. Foram preparadas argamassas de tra?os, 1:1:6 e 1:3, ambos em volume, com percentuais de 0%, 25%, 50%, 75% e 100% de substitui??o da areia pelo res?duo grosso de scheelita. Utilizou-se o cimento Portland CP II-Z 32 e a cal hidratada CH-I, com fator ?gua/cimento entre 0,16 e 0,18 para uma consist?ncia de 260 ? 5mm. Posteriormente as argamassas foram analisadas no estado fresco atrav?s dos ensaios de consist?ncia, densidade de massa, reten??o de ?gua e teor de ar incorporado e no estado endurecido atrav?s dos ensaios de resist?ncia ? compress?o e ? tra??o na flex?o, densidade de massa, absor??o de ?gua por imers?o, absor??o de ?gua por capilaridade e m?dulo de elasticidade din?mico. Os resultados encontrados demonstram uma razo?vel melhoria nas propriedades de resist?ncia mec?nica, m?dulo de elasticidade din?mico e reten??o de ?gua das argamassas produzidas com res?duo da scheelita. No entanto, algumas propriedades como a densidade de massa, absor??o de ?gua por imers?o e por capilaridade apresentaram resultados acima do que foi encontrado para as argamassas de refer?ncia, ocasionando argamassas com maior peso, menor trabalhabilidade e maior absor??o de ?gua que as argamassas de refer?ncia. / The state of Rio Grande do Norte has a large concentration of scheelite, the main source of tungsten, an important chemical element for production in various industries. When extracting the raw mineral material, tons of residue are generated and lunges in the environment. This work aims to analyze the use of this residue as a substitute for sand in the formulation of coating mortars. Scheelite residue samples were collected in Breju? mine, Currais Novos/RN, and after its initial characterization, it was observed the application of the thick residue in the mortars in study. Were analyzed mixing mortars by 1:1:6 (cement:lime:sand) and 1:3 (cement:sand), both in volume with percentages of 0%, 25%, 50%, 75% and 100% of the sand replaced by scheelite thick residue. It was used Portland cement CP II-Z 32 and CH-I hydrated lime with ratio water/cement between 0.18 to 0.16 and a consistency of 260 ? 5mm. Subsequently, the mortars were analyzed in the fresh state through the consistency testing, bulk density, water retention and incorporated air content and in the hardened state by the compressive strength test and tensile strength in bending, bulk density, water absorption by immersion, water absorption by capillary and dynamic modulus of elasticity. The experiments of initial characterization of the residue showed that the natural thick residue has a granulometric distribution very close to the natural sand, has a larger amount of fines and a specific mass higher than natural sand, which resulted to an improvement in mechanical resistance and dynamic modulus of elasticity. X-ray fluorescence (XRF) and x-ray diffraction (XRD) analyzes indicated a pozzolanic propensity of the scheelite residue, but the minimum parameters according to NBR 12653 (2014) to be classified as pozzolanic material were not achieved. In the fresh state, the mortars have improved water retention, allowing greater retention of kneading water. The bulk density presented higher results (about 5% higher) and the incorporated air content, smaller (about 2% lower) in relation to the reference mortar, resulting in dense mortars with less workability, compensated because the natural thick residue had a higher content of fines than sand. In the hardened state, the mechanical resistances recorded higher results. The best results for mortars with 100% replacement of the natural aggregate by residue and trace of 1:3. The bulk density in the hardened state kept the bulk density pattern fresh. And the water absorption by both immersion and capillarity were predominantly larger than the reference mortar. In this way, it is possible to affirm that the residue from the extraction of the scheelite is suitable for use in the manufacture of conventional mortars.
| Identifer | oai:union.ndltd.org:IBICT/oai:repositorio.ufrn.br:123456789/22457 |
| Date | 19 December 2016 |
| Creators | Medeiros, Mauriceia |
| Contributors | 02293726436, http://lattes.cnpq.br/9418395015529669, Amorim, Enio Fernandes, 02830799402, http://lattes.cnpq.br/3436413268425331, Almeida, Maria das Vit?rias Vieira, 52402444487, http://lattes.cnpq.br/7590200701773198, N?brega, Andreza Kelly Costa, N?brega, Andreza Kelly Costa |
| Publisher | PROGRAMA DE P?S-GRADUA??O EM ENGENHARIA CIVIL, UFRN, Brasil |
| Source Sets | IBICT Brazilian ETDs |
| Language | Portuguese |
| Detected Language | English |
| Type | info:eu-repo/semantics/publishedVersion, info:eu-repo/semantics/masterThesis |
| Source | reponame:Repositório Institucional da UFRN, instname:Universidade Federal do Rio Grande do Norte, instacron:UFRN |
| Rights | info:eu-repo/semantics/openAccess |
Page generated in 0.0036 seconds