Mix proportion design and optimization method of machine-made sand self-compacting concrete
A technology of self-compacting concrete and mix ratio design, applied in ratio control, non-electric variable control, control/regulating system, etc., can solve the problems of increased parameter quantity, difficult to use, large amount of calculation, etc., to achieve both strength and durability , Guaranteed workability, simple steps
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Embodiment 1
[0042] Such as figure 1 As shown, the present invention relates to a kind of mix ratio design and optimization method of machine-made sand self-compacting concrete, and this method comprises the following steps:
[0043] S1: Determination of the apparent density of powder materials, machine-made sand particles and coarse aggregate and the bulk density of coarse aggregate;
[0044] S2: According to the performance requirements, the amount of coarse aggregate and the volume of mortar are obtained according to the surplus coefficient of mortar;
[0045] Mortar surplus factor F f The expression is:
[0046]
[0047] Mortar volume V m The expression is:
[0048]
[0049] In the above two formulas, M g is the mass of coarse aggregate in single square concrete (kg), ρ g is the apparent density of coarse aggregate (kg / m 3 ), ρ′ g is the bulk density of coarse aggregate (kg / m 3 ).
[0050] After a lot of experimental research and engineering practice, it is found that t...
Embodiment 2
[0098] This embodiment provides a C60 machine-made sand self-compacting concrete applied to the cable tower, the raw materials used are consistent with the embodiment 1, silica fume is added in the mineral admixture, and the apparent density is 2000kg / m 3 ; Select the concrete mix ratio under different mortar surplus coefficients (1.29, 1.45, 1.61, 1.77) as shown in Table 3.
[0099] Table 3 C60 machine-made sand self-compacting concrete mix ratio
[0100]
[0101] The workability and strength of the concrete were tested, and the cohesion of the concrete obtained by each mix ratio was good. Considering the three workability indicators of slump, expansion and collapse time, the workability weight was taken as 0.2, and the 28d strength weight was taken as 0.4 , to calculate the pros and cons coefficient of the mix ratio, as shown in Table 4.
[0102] Table 4 Test performance and pros and cons of C60 machine-made sand self-compacting concrete
[0103]
[0104] It can be s...
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