A method for inhibiting concrete alkali silicic acid reaction
An alkali silicic acid reaction and concrete technology, which is applied in the field of inhibiting the alkali silicic acid reaction of concrete, can solve the problems of high cost, admixture source and cost limitation, etc., to control peripheral effects, save procurement costs, and reduce grinding time Effect
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Embodiment 1
[0021]The present invention includes the following steps:
[0022]S1: Take alkali activated flint aggregate and grind it with a ball mill for 0.5h to form a specific surface area of 394.2m2 / kg of powdery material to make it have pozzolanic activity;
[0023]S2: Mixing powdered materials, concrete raw materials (including alkali-activated flint aggregate) and concrete cementing materials, wherein the mixing amount of the powdered materials is 50% of the total weight of the concrete gel materials.
[0024]Using the mortar bar rapid method to test the mixed concrete, the expansion rate of 14 days and 56 days were 0.085% and 0.097%, and the expansion rate reduction rate of 14 days and 56 days were 74.3% and 80.9%, respectively. The swelling rate is lower than 0.1%, which is the standard line recognized as alkali-active materials and can be used directly. Moreover, the reduction rate of the expansion rate is at the middle to upper level, which guarantees the maintenance effect in the later peri...
Embodiment 2
[0026]The present invention includes the following steps:
[0027]S1: Take alkali activated flint aggregate and grind it with a ball mill for 1.0h to form a specific surface area of 542.5m2 / kg of powdery material to make it have pozzolanic activity;
[0028]S2: Mixing powdered materials, concrete raw materials (including alkali-activated flint aggregate) and concrete cementing materials, wherein the mixing amount of the powdered materials is 40% of the total weight of the concrete gel material.
[0029]Using the mortar bar rapid method to test the mixed concrete, the expansion rate of 14 days and 56 days were 0.057% and 0.070%, respectively; while the expansion rate reduction rate of 14 days and 56 days were 82.8% and 86.2%, respectively.
Embodiment 3
[0031]The present invention includes the following steps:
[0032]S1: Take alkali activated flint aggregate and grind it with a ball mill for 1.5h to form a specific surface area of 701.2m2 / kg of powdery material to make it have pozzolanic activity;
[0033]S2: Mixing powdered materials, concrete raw materials (including alkali-activated flint aggregate) and concrete cementitious materials, wherein the mixing amount of the powdered materials is 30% of the total weight of the concrete gel material.
[0034]The mortar bar rapid method was used to test the mixed concrete, and the expansion rates of 14 days and 56 days were 0.065% and 0.075%, respectively; while the expansion rates of 14 days and 56 days were 80.4% and 85.3%, respectively.
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Abstract
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