Self-compacted concrete of resisting erosion of sulfate and its preparing method
A self-compacting concrete and sulfate-resistant technology, applied in the field of materials, can solve the problems of insufficient research on anti-corrosion concrete technology, low production area and output of sulfate-resistant cement, and difficulty in concrete anti-corrosion treatment, so as to reduce harmful defects and increase compaction. Sexual, surface intact effect
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Embodiment 1
[0033] Example 1: Silica fume single-mixed sulfate-resistant self-compacting concrete, see Table 1 for material specifications and manufacturers, see Table 2 for cement composition analysis, and Table 3 for silica fume technical indicators.
[0034] Table 1
[0035] Material
[0036] Ignition loss
[0037]
[0038] The components of the silica fume self-compacting concrete and the components of the comparative example are shown in Table 4. The water-cement ratio in this component is about 0.4 and the sand ratio is 0.5. The self-compacting concrete is prepared according to the aforementioned concrete preparation method. The performance comparison between silica fume self-compacting concrete and the comparative example is shown in Table 5.
[0039] Material consumption (kg / m 3 )
[0040] Performance
[0041] Slump (cm)
Embodiment 2
[0042] Example 2: Fly ash single-mixed sulfate-resistant self-compacting concrete, the specifications of materials used and manufacturers are shown in Table 6, and the analysis of cement components is shown in Table 2.
[0043] Material
[0044] The components of fly ash single-mixed anti-sulfate self-compacting concrete are shown in Table 7. The water-cement ratio in this formula is about 0.4 and the sand ratio is 0.5. Self-compacting concrete is prepared according to the aforementioned concrete preparation method. The composition of fly ash single-mixed sulfate-resistant self-compacting concrete and the composition of the comparative example are shown in Table 8, and the performance comparison of fly ash single-mixed sulfate-resistant self-compacting concrete and the comparison example is shown in Table 9.
[0045] Material consumption (kg / m 3 )
[0046] Stone
[0047] Performance
Embodiment 3
[0048] Example 3: Self-compacting concrete mixed with fly ash and silica fume. See Table 10 for material specifications and manufacturers.
[0049] Material
[0050]The composition of fly ash and silica fume double-mixed sulfate-resistant self-compacting concrete and the composition of the comparative example are shown in Table 11. The water-cement ratio of this component is about 0.4 and the sand ratio is 0.5. The self-compacting concrete is prepared according to the aforementioned concrete preparation method. The performance comparison between fly ash and silica fume double-mixed sulfate-resistant self-compacting concrete and its comparative example is shown in Table 12.
[0051] Material consumption
[0052] Performance
[0053] Material
[0054] 15.28%
[0055] The composition of fly ash, silica fume and slag resistant sulfate-resistant self-compacting concrete and its comparative examples are shown in Table 14. The water-c...
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