Design method of steel fiber self-compacting concrete mix ratio based on rheological properties of mortar
A technology of self-compacting concrete and steel fiber concrete, applied in the direction of ratio control, non-electric variable control, instruments, etc., can solve problems such as changes in concrete mechanical properties, achieve time reduction, high design accuracy, clear design steps and ideas Effect
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[0101] Taking the mix design of C50 steel fiber self-compacting concrete as an example, the water-binder ratio is determined to be 0.28, and the cementitious materials are ordinary Portland cement and fly ash, and the fly ash accounts for 30% of the cementitious material.
[0102] The mix ratio of mortar is designed as:
[0103] Plastic viscosity lower limit calculates according to the minimum plastic viscosity requirement of the mortar described in claim 3 (.
[0104] Table 1 Mortar mix ratio design and rheological parameters
[0105]
[0106] The base concrete mix ratio is:
[0107] The predicted expansion degree is calculated according to the self-compacting concrete mix ratio design method based on the rheological properties of mortar.
[0108]
[0109] Table 2. Matrix concrete mix design
[0110]
[0111] The degree of expansion meets the requirements of self-compacting concrete. Morphological parameters of steel fibers:
[0112] Table 3. Steel fiber paramet...
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