Concrete admixture for inhibiting alkali reactivity of metamorphic rock aggregate and preparation method and application of concrete admixture
A concrete admixture and metamorphic rock technology, which is applied in the field of long-term concrete durability technology and building materials, can solve the problems of concrete durability decline and concrete loss of use value, and achieve the effects of reduced transportation, significant inhibition effect, and significant inhibition effect
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Embodiment 1
[0036] Prepare a kind of concrete admixture used in C25 metamorphic rock aggregate machine-made sand concrete for bridges, subgrades, tunnels, and culverts in a certain project to inhibit the alkali activity of metamorphic rock aggregates. The ingredients are as follows:
[0037] Secondary fly ash 97.972wt%;
[0038] LiOH 0.160wt%;
[0039] Silane powder 0.911wt%;
[0040] Sodium lignosulfonate 0.957wt%;
[0041] The preparation process of the admixture is as follows: after weighing the components according to the proportion, pour the weighed components into the mixer, add the silane at the end, and stir for 5-10 minutes until they are evenly mixed.
[0042] The amount of the admixture in the concrete is 43wt% of the cement weight; the concrete is tested using the American Society for Testing and Materials standard (ASTM C1260 standard), and the expansion rate of the 14d mortar bar is 0.067%, which is higher than that of the benchmark test. Parts (no admixture added) expans...
Embodiment 2
[0044] Prepare a kind of concrete admixture used in C30 metamorphic rock aggregate machine-made sand concrete for bridges, subgrades, tunnels, and culverts in a certain project to inhibit the alkali activity of metamorphic rock aggregates. The ingredients are as follows:
[0045] Secondary fly ash 97.611wt%;
[0046] Li 2 CO 3 0.518wt%;
[0047] Silane emulsion 1.816wt%;
[0048] Rosin soap air-entraining agent 0.055wt%.
[0049] The preparation process of the admixture is the same as in Example 1.
[0050] The amount of the admixture in the concrete is 21.5wt% of the cement weight; the concrete is tested using the American Society for Testing and Materials standard (ASTM C1260 standard), and the expansion rate of the 14d mortar bar is 0.070%, which is higher than that of the benchmark The expansion rate of the test piece (no admixture added) was reduced by 77.5%.
Embodiment 3
[0052] Prepare a kind of concrete admixture used in C30 metamorphic rock aggregate machine-made sand concrete for bridges, subgrades, tunnels, and culverts in a certain project to inhibit the alkali activity of metamorphic rock aggregates. The ingredients are as follows:
[0053] Primary fly ash 98.586wt%;
[0054] Li 2 CO 3 0.233wt%;
[0055] Silane powder 1.149wt%;
[0056] Sodium Lauryl Sulfate 0.032wt%.
[0057] The preparation process of the admixture is the same as in Example 1.
[0058] The amount of the admixture in the concrete is 42.9wt% of the cement weight; the concrete is tested using the American Society for Testing and Materials standard (ASTM C1260 standard), and the expansion rate of the 14d mortar bar is 0.081%, which is higher than that of the benchmark The expansion rate of the specimen (without additives) was reduced by 79.8%.
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