Natural gravel and sand are usually dug or dredged from a it, river, lake or seabed. Crushed aggregate is produced by crushing quarry rock, boulders, cobbles or large-size gravel. Recycled concrete is a viable source of aggregate and has been satisfactorily used in granular subbases, soil-cement and in new concrete. Aggregate processing consists of crushing, screening and washing the aggregate to obtain proper cleanliness and gradation. If necessary, a benefaction process such as jigging or heavy media separation can be used to upgrade the quality.
Once processed, the aggregates are handled and stored in a way that minimizes segregation and degradation and prevents contamination. Aggregates strongly influence concrete's freshly mixed and hardened properties, mixture proportions and economy. Consequently, selection of aggregates is an important process. although some variation in aggregate properties is expected, characteristics that are considered when selecting aggregates include:
- grading
- durability
- particle shape and surface texture
- abrasion and skid resistance
- unit weights and voids
- absorption and surface moisture
Grading refers t the determination of the particle-size distribution for aggregates. Grading limits and maximum aggregate size are specified because grading and size affect the amount of aggregate used as well as cement and water requirements, workability, pumpability and durablity of concrete. In general, if the water-cement ratio is chosen correctly, a wide range in grading can be used without a major effect on strength. When gap-graded aggregate are specified, certain particle sizes of aggregate are omitted from the size continuum. Gap-graded aggregate are used to obtain uniform textures in exposed aggregate concrete. Close control of mix proportions is necessary to avoid segregation.
SHAPE AND SIZE MATTER
Particles shape and surfaces texture influence the properties of freshly mixed concrete more than the properties of hardened concrete. Rough-textured, angular and elongated particles require more water to produce workable concrete that smooth, rounded compact aggregate. Consequently, the cement content must also be increased to maintain the water-cement ratio. generally, flat and elongated particles are avoided or are limited to about 15 percent by weight of total aggregate. Unit-weight measures the volume that graded aggregate and the voids between them will occupy in concrete. The void content between particles affects the amount of cement paste required for the mix. Angular aggregate increase the void content. Larger sizes of well-graded aggregate and improved grading decrease the void content. absorption and surface moisture of aggregate are measured when selecting aggregate because the internal structure of aggregate is made up of solid material and voids that may or may not contain water. The amount of water in the concrete mixture must be adjusted to include the moisture conditions of the aggregate. Abrasion and skid resistance of an aggregate are essential when the aggregate is to be used in concrete constantly subject to abrasion as in heavy-duty floors or pavements. Different minerals in the aggregate wear and polish at different rates. Harder aggregate can be selected in highly abrasive conditions to minimize wear.
Limestone quarry
10 mm graded crushed rock aggregate, used in concrete, called " blue metal" in Australia
20mm graded aggregate
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