2016
DOI: 10.1590/s1678-86212016000200076
|View full text |Cite
|
Sign up to set email alerts
|

Influência da adição de filer de areia de britagem nas propriedades de argamassas de revestimento

Abstract: Resumo Este trabalho discute o efeito da variação do teor de adição de filer de areia de britagem nas propriedades de argamassas de revestimento produzidas com areias de britagem. Em um traço de argamassa 1:1:6, em volume, confeccionado com cimento CP II Z-32, cal classe CH-I e areia de britagem de rocha basáltica proveniente de britador tipo VSI, foram adicionados cinco diferentes teores de finos de britagem, determinadas suas principais propriedades, a retração em barras de argamassa, e o nível de fissuração… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

1
6
0
6

Year Published

2018
2018
2021
2021

Publication Types

Select...
6
1

Relationship

0
7

Authors

Journals

citations
Cited by 14 publications
(13 citation statements)
references
References 4 publications
(3 reference statements)
1
6
0
6
Order By: Relevance
“…7. It was seen that the results found were in the same order of magnitude, in accordance with the small variations in density in the hardened state recorded for the mortars [32]. Although the results of dynamic modulus of elasticity were similar, higher values were observed for SLMs developed with sands M and F. In most cases, lower values were verified in SLMs with sand V. This was consistent with the lower compressive strengths at 28 days showed by these mortars.…”
Section: Resultssupporting
confidence: 85%
“…7. It was seen that the results found were in the same order of magnitude, in accordance with the small variations in density in the hardened state recorded for the mortars [32]. Although the results of dynamic modulus of elasticity were similar, higher values were observed for SLMs developed with sands M and F. In most cases, lower values were verified in SLMs with sand V. This was consistent with the lower compressive strengths at 28 days showed by these mortars.…”
Section: Resultssupporting
confidence: 85%
“…A ocorrência do estágio II está relacionada ao comportamento de argamassas de fácil aplicação e espalhamento [15]. A curva do teor de 80% também apresentou dificuldade de escoamento, logo atingindo o enrijecimento por deformação, ou seja, pouca trabalhabilidade e enrijecimento brusco, sendo impossível a sua aplicação [16]. Já a curva do teor de 100%, foi a única a passar de forma clara pelos três estágios, deformação elástica, deformação plástica e enrijecimento por deformação [17].…”
Section: Resultsunclassified
“…An example is the waste resulting from the gravel production process in quarries installed on rock, called quarry fines (16). High contents of crushing filer are often formed, around 10 to 20%, during the comminution of the small crushing aggregate (17). This material is sometimes used in paving works in the composition of bases, sub-bases and asphalt concrete, and its application is on a small scale.…”
Section: Introductionmentioning
confidence: 99%