5.14
Densidade aparente do agregado
A densidade aparente se refere à massa de partículas agregadas que preencheriam um volume unitário. O conceito de densidade aparente se origina da inc…
A densidade aparente dos agregados indica a massa dos agregados dentro de uma unidade de volume, incluindo os espaços vazios existentes entre eles. Geralmente é expresso em libras por pé cúbico.
Os agregados compactados densamente atingem uma densidade aparente mais alta em comparação com os agregados compactados frouxamente.
Quando agregados de tamanhos diferentes são compactados, as partículas menores preenchem as lacunas entre as partículas maiores, resultando em uma densidade aparente mais alta do que na compactação de agregados de tamanhos semelhantes.
Além disso, a forma dos agregados também influencia sua densidade aparente. Os agregados arredondados têm menos vazios do que os angulares, contribuindo assim para uma maior densidade aparente dos agregados arredondados.
Além disso, a existência de umidade na superfície dos agregados afasta os agregados adjacentes, o que dificulta seu denso empacotamento.
A porcentagem de espaços vazios é calculada usando a densidade aparente do agregado, a gravidade específica do agregado no estado saturado de superfície seca do agregado e a unidade de massa da água.
A quantidade de espaços vazios indica o volume de argamassa necessário para preencher as lacunas entre os agregados graúdos na mistura de concreto.
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Q1: What does bulk density of aggregate measure?
Bulk density measures the mass of aggregate particles within a unit volume, including void spaces between them. It is typically expressed in pounds per cubic foot. This measurement is crucial when aggregates are batched by volume and helps convert quantities from mass to volume in concrete mix design.
Q2: How does aggregate size distribution affect bulk density?
Aggregates of a single size can only be compacted to a limited degree. When smaller particles are introduced into the gaps between larger particles, they fill voids and increase bulk density significantly. Optimal bulk density of a mixed aggregate is reached when fine aggregates constitute approximately 35 to 40 percent of the total aggregate mass.
Q3: Why does aggregate shape influence bulk density?
Rounded aggregates pack with fewer voids than angular ones, resulting in higher bulk density for rounded particles. The shape of aggregates directly affects how efficiently they arrange in space. Angular aggregates leave more void spaces between particles, reducing overall bulk density compared to their rounded counterparts.
Q4: What effect does moisture have on aggregate packing?
Surface moisture on aggregates pushes adjacent particles apart, hindering dense packing and reducing bulk density. This moisture content and bulking of aggregate is an important consideration during concrete batching. Dry aggregates achieve better compaction and higher bulk density than those with surface moisture present.
Q5: How are lightweight and heavyweight aggregates classified by bulk density?
Aggregates with bulk density less than 70 lb/ft³ are classified as lightweight, while those exceeding 130 lb/ft³ are considered heavyweight. Natural mineral aggregates like sand and gravel typically exhibit bulk density ranging from 95 to 100 lb/ft³ and produce normal weight concrete with a unit weight of about 150 lb/ft³.
Q6: How is void space percentage calculated in aggregates?
Void space percentage is calculated using bulk density, bulk specific gravity in the saturated surface-dry state, and unit mass of water. The amount of void spaces indicates the volume of mortar required to fill gaps between coarse aggregates in the concrete mix. This calculation is essential for accurate concrete mix design and material proportioning.
Q7: Why does compaction level affect bulk density differently?
Aggregates that are compacted densely achieve higher bulk density compared to loosely compacted aggregates. The degree of compaction directly influences how tightly particles arrange and how many voids remain. Dense compaction minimizes void spaces, resulting in greater mass per unit volume and improved concrete performance.