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Previous issue date: 2017-12-14 / Funda??o de Amparo ? Pesquisa do Estado de S?o Paulo - FAPESP / The growth of urban centers has created new challenges for construction activities. It?s not only the environmental point of view, but also from logistical and economic reasons, two aspects that stand out, which are the management of rainwater and a destination of solid construction and demolition residues aggregate (RCD) . One of the alternatives to relieve the drainage system is the pervious concrete pavement (PCP), which allow infiltration of water into the base or soil, reducing floodings, water accumulations on roads and improving aquifers supply. The PCP employs in its composition, little or no fine aggregates, what providing a higher a volume of voids to the element, and consequently permeability. The addition of RCD in the pervious concrete?s composition is justified both by the increasing difficulty of disposal of these materials and by the reduction of the extraction of natural aggregates, favoring a reduction of the environmental impacts generated by the civil construction. Therefore, the production of pavement using pervious concrete made with recycled concrete aggregate (ARC) is one of the alternatives that has been researched to reduce the environmental impact of construction, protecting water resources and being able to avoid flood areas of flood with a lower consumption of natural goods. The effectiveness of water infiltration capability can be partially compromised due to the occurrence of clogging, which is influenced by the type and size of the infiltrated sediment into to the water and the precipitation intensity. This research studied two different types of PCP, produced with and without ARC, evaluating their behavior regarding mechanical, physical and hydraulic properties. A comparison was also made between different types of sediments to simulate the permeation of the pervious concrete. For this, laboratory studies were carried out and also equipment was developed to simulate a real situation of application of this type of concrete. It was observed the influence on the characteristics of PCP, with the use of ARC, as well as the permeability index after filling with various types of materials. The PCP using recycled aggregates obtained a satisfactory result, it was also verified that the test method to obtain the permeability index or the infiltration rate influenced in the analysis. It may also be noted that the adaptation of ?in situ? laboratory tests performed in the laboratory has not been shown to be adequate to the actual situation due to the influence of the floor base. / O crescimento dos centros urbanos tem produzido novos desafios ?s atividades da constru??o civil. N?o apenas do ponto de vista ambiental, mas tamb?m por quest?es log?sticas e econ?micas, dois aspectos v?m se destacando no ?mbito do setor nas grandes metr?poles, que s?o o manejo de ?guas de chuvas e a destina??o de res?duos s?lidos de constru??o e demoli??o (RCD). Uma das ferramentas que pode ser utilizada para aliviar o sistema de drenagem ? o emprego de pavimentos de concreto perme?vel (PCP), que permitem a infiltra??o de ?gua na base ou no solo, diminuindo os picos de cheia, ac?mulos de ?gua nas vias p?blicas, melhorando o abastecimento dos aqu?feros. O PCP ? uma mistura que emprega na sua composi??o pouco ou nenhum agregado mi?do, proporcionando maior ?ndice de vazios ao concreto, e consequentemente um elevado coeficiente de permeabilidade. A adi??o do RCD na composi??o do concreto perme?vel justifica-se tanto pela crescente dificuldade de descarte desses materiais quanto pela redu??o da extra??o de agregados naturais, propiciando uma redu??o dos impactos ambientais gerados pela constru??o civil. Portanto, a produ??o de pisos, usando o PCP elaborado com o agregado reciclado de concreto (ARC) proveniente do RCD, ? uma das alternativas que v?m sendo pesquisada para reduzir o impacto ambiental da constru??o, protegendo os recursos h?dricos e evitando ?reas de inunda??o com um menor consumo de bens naturais. A efic?cia da taxa de infiltra??o da ?gua de chuva no concreto perme?vel pode ser parcialmente comprometida devido ? ocorr?ncia da colmata??o, que ? influenciada pelo tipo e tamanho do sedimento infiltrado junto ? ?gua e a intensidade da precipita??o. Esta pesquisa estudou dois diferentes tipos de PCP, produzidos com e sem ARC, avaliando seu comportamento quanto ?s propriedades mec?nicas, f?sicas e hidr?ulicas. Tamb?m foi realizada uma compara??o entre diferentes tipos de sedimentos para simula??o da colmata??o do concreto perme?vel, para tal, foram realizados estudos em equipamentos desenvolvidos para simula??o do processo de colmata??o em um canteiro real. Observou-se a influ?ncia nas caracter?sticas do PCP, com o emprego do ARC, bem como a taxa de infiltra??o ap?s colmata??o com v?rios tipos de materiais. O emprego do ARC propiciou resultado satisfat?rio nas caracter?sticas do concreto perme?vel e verificou-se que os m?todos de ensaio para obten??o do coeficiente de permeabilidade ou da taxa de infiltra??o influenciam na an?lise do concreto perme?vel. Tamb?m pode-se notar que a adapta??o de ensaios para an?lise ?in loco? reproduzidos em laborat?rio n?o se mostrou adequada ? situa??o real devido a influ?ncia da base dos pavimentos.
Identifer | oai:union.ndltd.org:IBICT/oai:tede.bibliotecadigital.puc-campinas.edu.br:tede/1009 |
Date | 14 December 2017 |
Creators | Oliveira, Lilian Corpas Bucene |
Contributors | Pimentel, Lia Lorena, Coiado, Evaldo Miranda, Balbo, Jos? Tadeu |
Publisher | Pontif?cia Universidade Cat?lica de Campinas, Programa de P?s-Gradua??o em Sistemas de Infraestrutura Urbana, PUC-Campinas, Brasil, CEATEC ? Centro de Ci?ncias Exatas, Ambientais e de Tecnologias |
Source Sets | IBICT Brazilian ETDs |
Language | Portuguese |
Detected Language | English |
Type | info:eu-repo/semantics/publishedVersion, info:eu-repo/semantics/masterThesis |
Format | application/pdf |
Source | reponame:Biblioteca Digital de Teses e Dissertações da PUC_CAMPINAS, instname:Pontifícia Universidade Católica de Campinas, instacron:PUC_CAMP |
Rights | info:eu-repo/semantics/openAccess |
Relation | -7799102402292943191, 500, 500, 600, 7753375307196687699, 3003932023866377114 |
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