Additive for improving self-repairing property of concrete cracks
A self-healing, concrete technology, applied in the field of additives, can solve the problems of poor reliability and high cost of microcapsule preparation
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Embodiment 1
[0027] The formulation used is shown below and the additive was used in the concrete at 0.1% of the amount of cement.
[0028] Composition ratio / %w.t.
[0030] Sodium salicylate 0;
[0031] sodium citrate 0;
[0032] Sodium malate 5;
[0033] Sodium gluconate 5;
[0034] Sodium polycarboxylate 20;
[0035] Sodium carbonate 10;
[0037] The prepared concrete has an initial setting time of 60 minutes and a final setting time of 5 hours. The self-repairing property refers to GB18445~2012 to test the secondary impermeability strength of the concrete, and the result is 1.1 MPa.
Embodiment 2
[0039] The formulation used is shown below and the additive was used in the concrete at 0.2% of the amount of cement.
[0040] Composition ratio / %w.t.
[0041] Sodium tartrate 5;
[0042] Sodium salicylate 20;
[0043] Sodium citrate 5;
[0044] Sodium malate 5;
[0045] Sodium gluconate 5;
[0046] Sodium polycarboxylate 40;
[0047] sodium carbonate 0;
[0049] Among them, the total amount of organic sodium salts such as sodium tartrate and sodium salicylate is not less than 60%.
[0050] The prepared concrete has an initial setting time of 40 minutes and a final setting time of 3 hours. The self-repairing property refers to GB18445~2012 to test the secondary impermeability strength of the concrete, and the result is 0.9MPa.
Embodiment 3
[0052] The formulation used is shown below and the additive was used in the concrete at 0.5% of the amount of cement.
[0053] Composition ratio / %w.t.
[0054] sodium tartrate 0;
[0055] Sodium salicylate 0;
[0056] sodium citrate 0;
[0057] Sodium malate 40;
[0058] Sodium Gluconate 40;
[0059] Sodium polycarboxylate 0;
[0060] Sodium Carbonate 20;
[0062] The prepared concrete has an initial setting time of 90 minutes and a final setting time of 8 hours. The self-repairing property refers to GB18445~2012 to test the secondary impermeability strength of the concrete, and the result is 1.4MPa.
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