Concrete mixing proportion design method capable of fully utilizing performance of each component material
A technology of mix ratio design and material properties, applied in chemical process analysis/design, calculation, special data processing applications, etc., can solve problems such as waste of coarse aggregate, and achieve the effect of improving mechanical properties and durability.
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Embodiment 1
[0021] Example 1: A concrete mix design method that can make full use of the properties of each component material, requiring: use conventional materials to prepare C120 grade ultra-high-strength concrete. The specific steps of the C120 ultra-high-strength concrete mix ratio design method are as follows:
[0022] (1) Select a coarse aggregate made of granite, and the compressive strength of the coarse aggregate is 120MPa.
[0023] (2) Use a compressive testing machine to carry out a split tensile test to obtain a split tensile strength of the coarse aggregate of 11 MPa.
[0024] (3) Trial mix mortar. The cementitious material system is P.O52.5 ordinary Portland cement and silica fume, the amount of silica fume is 10% of the cementitious material; the initial water-binder ratio is 0.24, and the measured 28-day mortar splitting tensile strength is 10.8 MPa.
[0025] (4) Try mixing concrete. Put 20 kg of coarse aggregate into the mixer, pour the silica fume slurry with a wate...
Embodiment 2
[0028] Embodiment 2: A concrete mix ratio design method that can make full use of the properties of each component material requires the preparation of ultra-low density concrete. The specific steps of the mix ratio design method of the ultra-low density concrete are as follows:
[0029] (1) Fly ash ceramsite is selected as the coarse aggregate, the compressive strength of the coarse aggregate cylinder is 4.2MPa, the effective strength is 21MPa, and the apparent density is 1150kg / m 3 .
[0030] (2) Use a compressive testing machine to carry out a splitting tensile test to obtain a splitting tensile strength of the coarse aggregate of 2.2 MPa.
[0031] (3) Trial mix mortar. The cementitious material system is P.C32.5 composite Portland cement and first-grade fly ash, and the ratio of P.C32.5 composite Portland cement to first-grade fly ash is 2.5:1. The foaming agent is SH-1261 special foaming agent for foam concrete, and the ratio of its dosage to the amount of cementitious...
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