A kind of cement mixing pile composite additive, curing material and preparation method of composite additive
A technology for cement mixing piles and compound additives, which is applied in the field of compound additives for cement mixing piles, can solve the problems of large amount of curing agent, long pile-forming time and high cost, and achieves low cost, enhanced pile-forming performance and consolidation and convenient preparation. Effect
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Embodiment 1
[0021] The materials were weighed according to the following percentages: 5% of nano-silicon dioxide, 15% of triethanolamine, 15% of water glass, 15% of dispersant, 5% of sodium carbonate, 1% of activator, and the balance of water. Mix the dispersant, nano silicon dioxide, water glass and water, stir at a low speed for 30 minutes, and then stir at a high speed for 10 minutes to prepare a mixed solution A. Then add the triethanolamine and the activator to the mixed solution A, and stir at a constant speed for 30 minutes to obtain the required composite additive for cement mixing piles.
[0022] The soil sample selected for the test is deep soft soil, which is low in strength and rich in organic matter. The standard value of the foundation bearing capacity is only 50KPa, which is a typical soft soil foundation. The moisture content of the soil sample is 36.3%, and the apparent density of the soil sample is 1700kg / m3 .
[0023] The cement mixing pile composite cement mentioned i...
Embodiment 2
[0028] Materials were weighed according to the following percentages: 8% of nano-silica, 15% of triethanolamine, 15% of water glass, 10% of dispersant, 5% of sodium carbonate, 1.5% of activator, and the balance of water. Mix the dispersant, nano silicon dioxide, water glass and water, stir at a low speed for 30 minutes, and then stir at a high speed for 10 minutes to prepare a mixed solution A. Then add the triethanolamine and the activator to the mixed solution A, and stir at a constant speed for 30 minutes to obtain the required composite additive for cement mixing piles.
[0029] The soil sample selected for the test is organic silt soil, which is rich in organic matter and has a high moisture content of more than 40%, which means it has no bearing capacity.
[0030] The cement mixing pile composite cement mentioned in the present invention adopts the original soil sample: P.O42.5 cement is 1:0.15, and the gypsum consumption is 4% of the cement consumption, and the cement m...
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