Method for preparing high-strength semi-regenerative coarse aggregate concretes
A technology for regenerating coarse aggregate and coarse aggregate, which is applied to the preparation of high-strength semi-recycled coarse aggregate concrete and the field of semi-recycled high-strength concrete, can solve the problems of inability to meet actual engineering needs and low strength of semi-recycled coarse aggregate concrete. Achieve the effect of improving strength, wide applicability and reducing cost
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Embodiment 1
[0034] 1 selection of materials
[0035] It is preferred to select recycled aggregates with continuous grading within the particle size range of 5-25mm, with water absorption of 3.23%, moisture content of 1%, crushing index of 12.51%, apparent density of 2290kg / m3, and porosity of 44.3%. Ordinary aggregates with a particle size of 5-25mm and continuous gradation are preferred, with a moisture content of 1% and an apparent density of 2760kg / m3. Xingda first grade fly ash, density 2300kg / m3. The sand is natural medium sand with a water content of 5%-9%, a stone content of 15%-25%, and an apparent density of 2670kg / m3. Silver water mineral powder (S95) has an apparent density of 1227kg / m3. 42.5 grade Beishui cement has an apparent density of 3100kg / m3. Polycarboxylate high-efficiency water reducer (water reducing rate 28%) has a density of 1130kg / m3 and a solid content of 10%. The water is tap water with a density of 1000kg / m3.
[0036] 2 mix ratio calculation
[0037] (1) D...
Embodiment 2-7
[0054] Embodiment 2-7 The preparation of semi-regenerated coarse aggregate concrete, the selection of materials and the calculation of the mix ratio are basically the same as in Example 1. According to the calculation in step 2, each group of semi-regenerated concrete is 1m 3 For example, Table 1-3; the trial mixing process is the same as step 3.
[0055] Table 1-3 Example 2-7 group semi-recycled coarse aggregate concrete mix ratio
[0056]
Embodiment 1-7
[0057] Embodiment 1-7 Measured value of compressive strength of semi-regenerated coarse aggregate concrete
[0058] Table 1-4 Example 1-7 Semi-regenerated coarse aggregate concrete 3 days, 7 days and 28 days strength measured values
[0059] mix number
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