8.2
Concrete mixers are initially charged with 10 percent of the total water, followed by consistent additions of solid materials and 80 percent of the total water.
The duration of mixing begins as soon as all components are in the mixer. The remaining 10 percent of water is incorporated within the initial quarter of the total mixing duration.
Mixing for less than 1 to 1.5 minutes can lead to a non-uniform concrete mix with lower strength.
The optimal mixing time to produce uniform concrete depends on mixer capacity; a minimum of one minute of mixing is required for a mixer with a capacity of up to one cubic yard, which increases by fifteen seconds for each additional cubic yard.
Furthermore, mixer type, rotation speed, and blending quality during the charging of ingredients are key to determining the optimum mixing time.
Prolonged mixing can lead to water evaporation from the mix, grinding of soft aggregates, decreased workability of the mix, an increase in the mix temperature due to friction effects, and a decrease in air content for air-entrained concrete.
The concept of mixing time is significant in producing a uniform concrete mix with the required strength. The mixing period starts once all components are in the mixer. Initially, the mixer is charged with 10% of the water, followed by the consistent addition of solids and then 80% of the water. The remaining water is added later, within the first quarter of the mixing period. The minimum mixing time varies according to the mixer's capacity; for example, mixers with up to 1 cubic yard capacity require at least 1 minute, with an increment of 15 seconds for each additional cubic yard. It is also crucial to consider the mixer type, its rotation speed, and the quality of blending during charging when determining optimal mixing times. While standard mixers often require a mixing time of not less than 1 to 1.5 minutes, modern mixers are effective with shorter periods. If lightweight aggregate is used, the mixing duration should not fall below 5 minutes, and for air-entrained concrete, it should be at least 2 or 3 minutes. Prolonged mixing can lead to water evaporation, changes in aggregate grading, workability reduction, increased temperature, and, for air-entrained concrete, a decrease in air content.
Concrete mixers are initially charged with 10 percent of the total water, followed by consistent additions of solid materials and 80 percent of the total water.
The duration of mixing begins as soon as all components are in the mixer. The remaining 10 percent of water is incorporated within the initial quarter of the total mixing duration.
Mixing for less than 1 to 1.5 minutes can lead to a non-uniform concrete mix with lower strength.
The optimal mixing time to produce uniform concrete depends on mixer capacity; a minimum of one minute of mixing is required for a mixer with a capacity of up to one cubic yard, which increases by fifteen seconds for each additional cubic yard.
Furthermore, mixer type, rotation speed, and blending quality during the charging of ingredients are key to determining the optimum mixing time.
Prolonged mixing can lead to water evaporation from the mix, grinding of soft aggregates, decreased workability of the mix, an increase in the mix temperature due to friction effects, and a decrease in air content for air-entrained concrete.
From Chapter 8:
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