Use method with calcium-aluminum hydrotalcite as concrete early strength agent
A cement concrete and hydrotalcite technology, applied in the field of cement concrete early strength agent, can solve the problems of adding calcium aluminum hydrotalcite
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Embodiment 1
[0018] Mix 1 kg of No. 42.5 cement with 3 kg of standard sand, and stir evenly with a mixer. Then add 50 grams of calcium aluminum hydrotalcite, and stir evenly with a stirrer. Finally, slowly add 600 grams of tap water and stir with a stirrer until there are no lumps. The prepared concrete is then used at the construction site. Experimental results show that the compressive strength of concrete prepared by this method increases to 171% and the flexural strength increases to 161% after one day.
Embodiment 2
[0020] Mix 5 kg of No. 42.5 cement and 5 kg of standard sand, and stir evenly with a mixer. Then add 100 grams of calcium aluminum hydrotalcite, and stir evenly with a stirrer. Finally, 4.2 kg of tap water was slowly added, and stirred with a stirrer until there were no lumps. The prepared concrete is then used at the construction site. Experimental results show that the compressive strength of concrete prepared by this method increases to 170% and the flexural strength increases to 155% after 12 hours.
Embodiment 3
[0022] Mix 50 kg of No. 42.5 cement and 50 kg of standard sand, and stir evenly with a mixer. Then add 500 grams of calcium aluminum hydrotalcite, and stir evenly with a stirrer. Finally, 40 kg of tap water was slowly added, and stirred with a stirrer until there were no lumps. The prepared concrete is then used at the construction site. Experimental results show that the compressive strength of concrete prepared by this method increases to 143% and the flexural strength increases to 131% after 24 hours.
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