Plastic concrete for diaphragm wall and preparation method and construction process thereof
A plastic concrete and anti-seepage wall technology, which is applied in marine engineering, hydraulic engineering, construction, etc., can solve the problems of easy settlement, adverse effects on the mechanical strength of plastic concrete, uniform dispersion of unfavorable components, etc., to improve crack resistance and performance. Flexural resistance, improvement of mechanical properties of products, and the effect of preventing sedimentation
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Embodiment 1
[0040] Embodiment 1: a kind of preparation method of plastic concrete for anti-seepage wall, comprises the steps:
[0041] S1 Mixing: Take 8.5kg of zirconium oxychloride, add water to prepare a zirconium oxychloride aqueous solution with a mass concentration of 10%, add 40kg of bentonite, stir at a speed of 150 rpm, heat to 75°C for 200min, filter, and The filter cake was roasted at 450° C. for 150 min to obtain zirconium-containing bentonite; take 3.5 kg of tetraethylammonium chloride, add water to prepare an aqueous solution of tetraethylammonium chloride with a mass concentration of 15%, add zirconium-containing bentonite, and use 150 rpm Stir at a speed of 10 minutes, heat to 70°C and react for 140 minutes, filter, dry the filter cake at 150°C for 200 minutes, pulverize the material with a pulverizer, and sieve with a sieve with a pore size of 150 μm. Modified bentonite is obtained until the diameter is not greater than 150 μm. Weigh 190kg of gravel, add 225kg of sand, 75...
Embodiment 2
[0044] The difference between embodiment 2 and embodiment 1 is that embodiment 2 does not add hydroxyethyl methacrylate phosphate, and the others are consistent with embodiment 1.
Embodiment 3-10
[0046] The difference between Example 3-10 and Example 1 is that the addition amount of each raw material in Example 3-10 is different, and the others are consistent with Example 1. The addition amount of each raw material in Example 3-10 is shown in Table 2.
[0047] The addition of each raw material of table 2 embodiment 3-10
[0048]
[0049]
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