Dry concrete and preparation method thereof
A concrete and dry technology, applied to dry concrete and its preparation method, in the field of dry or dry mixed concrete, can solve the problems of insufficient concrete strength, poor comprehensive performance, poor fluidity, etc., and achieves prolonged setting time, low cost, good water absorption
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Embodiment 1
[0033]A dry concrete, calculated in parts by weight, including the following components: 160 parts of cement, 400 parts of rough stones at various levels, 150 parts of graded fine aggregate, 40 parts of fly ash, 60 parts of stone powder, 16 parts of core material, HPMC 0.15 parts; all grades of rough stones include rough powder with a particle size of less than 5mm, raw powder with a particle size of 5-10mm, rough powder with a particle size of less than 5mm, and a mass ratio of raw powder with a particle size of 5-10mm is 1:1; Fine-quality aggregates include fine-quality aggregates with a particle size of less than 0.075, fine-quality aggregates of 0.075-0.3mm, fine-quality aggregates of 0.3-0.6mm, fine-quality aggregates of 0.6-1.18mm, and fine-quality aggregates with a particle size of 0.075 or less. The weight ratio between 0.075-0.3mm fine aggregate, 0.3-0.6mm fine aggregate, and 0.6-1.18mm fine aggregate is 0.5:1:1:1:1.
[0034]The above-mentioned preparation method of dry concre...
Embodiment 2
[0039]On the basis of Example 1, a dry concrete, calculated in parts by weight, includes the following components: cement 180, 420 parts of raw stone at various levels, 170 parts of graded fine aggregate, 45 parts of fly ash, and 70 parts by weight Parts, core material 18 parts, HPMC 0.2 part; each grade of rough stone includes the quality of rough powder with a particle size of less than 5mm, raw powder with a particle size of 5-10mm, rough powder with a particle size of less than 5mm, and raw powder with a particle size of 5-10mm The ratio is 1:2; the weight ratio of fine aggregates with a particle size of less than 0.075, fine aggregates of 0.075-0.3mm, fine aggregates of 0.3-0.6mm, and fine aggregates of 0.6-1.18mm is 0.5:2 :2:2:1.
[0040]The preparation method is shown in Example 1.
Embodiment 3
[0042]On the basis of Example 1, a dry concrete, calculated in parts by weight, includes the following components: 200 parts of cement, 450 parts of raw stone at various levels, 200 parts of graded fine aggregate, 50 parts of fly ash, and stone powder 80 parts, 20 parts core material, 0.25 parts HPMC; all grades of rough stones include rough powder with a particle size of less than 5mm, raw powder with a particle size of 5-10mm, rough powder with a particle size of less than 5mm, and raw powder with a particle size of 5-10mm The mass ratio is 2:3; the weight ratio of fine aggregates with a particle size of less than 0.075, fine aggregates of 0.075-0.3mm, fine aggregates of 0.3-0.6mm, and fine aggregates of 0.6-1.18mm is 1: 2:3:3:2.
[0043]The preparation method is shown in Example 1.
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