Foundation soil polymeric consolidation agent
The technology of foundation soil and consolidating agent is applied in the field of polymer foundation soil consolidating agent, which can solve the problems of insufficient environmental protection and economy, and achieve the effects of enhancing unconfined compressive strength, stable development of strength, and improving dry shrinkage performance.
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[0029] The preparation method of the present invention is:
[0030] 1. Prepare the modified triisopropanolamine solution. The weight percentage ratio of each raw material of the modified triisopropanolamine solution is as follows:
[0031] Triisopropanolamine 35~45%
[0032] Diethylene glycol methacrylate 12~20%
[0033] Organic solvent 37~50%
[0034] Further, the organic solvent is styrene, triethanolamine and alcohol.
[0035] The step of preparing the modified triisopropanolamine solution is a, heating the homogenizer reactor to 50~70℃, and slowing down the triisopropanolamine with 35~45% by weight and the organic solution with purity above 60%. Add it and wait for it to heat up; b. Slowly add 12-20% by weight of ethylene glycol dimethacrylate into the homogenizer reactor of triisopropanolamine, stir for 5-20min, and prepare the modified Triisopropanolamine solution.
[0036] 2. Preparation of a mixture of methacrylic acid and N-isopropylacrylamide:
[0037] Mix methacrylic acid and ...
Embodiment 1
[0057] Prepare the polymer foundation soil consolidation agent of the present invention according to the ratio shown in Table 1:
[0058] Table 1 Consolidating agent mixing ratio A
[0059]
[0060] Then follow Table 2 to design the mix ratio of consolidated foundation soil.
[0061] Table 2 Consolidated soil mix ratio 1#
[0062] Serial number
Embodiment 2
[0064] Prepare the polymer foundation soil consolidation agent of the present invention according to the ratio shown in Table 3:
[0065] Table 3 Consolidating agent mixing ratio B
[0066]
[0067] Then according to the contents of Table 2 to design the mix ratio of the consolidated foundation soil.
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