Controllable clay and cement seepage-proof reinforcement paste
A reinforcement paste and clay technology, applied in the field of cement paste anti-seepage reinforcement materials, can solve the problems of difficult precise control of reaction time, toxicity of chemical grouting materials, poor durability, etc., to reduce the elastic modulus and cost of grouting materials Good irrigation performance and lower production cost
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Embodiment 1
[0021] a kind of like image 3 The controllable clay cement anti-seepage reinforcement paste of the present invention is mainly prepared from clay puree, cement (P42.5 ordinary Portland cement is enough) and water, and the clay puree is mainly composed of high-quality clay (High-quality clay with low sand content) mixed with water. The controllable clay cement anti-seepage reinforcement slurry is added with modifier, and the amount of modifier (the amount of modifier is the mass of modifier accounts for The proportion of cement mass) is 2%, and the modifier is mainly composed of mineral additives (sodium metaaluminate), calcium sulfate and calcium-based bentonite with a mass ratio of a:b:c, a:b:c is selected from the following table Six groups of mass ratios in 1.
[0022] Table 1: The main material mass ratio of controllable clay cement anti-seepage reinforcement paste in Example 1
[0023] Numbering a:b:c (mineral additives: sulfate: bentonite) Clay pulp speci...
Embodiment 2
[0028] A controllable clay cement anti-seepage reinforcement paste of the present invention, which is mainly prepared from clay stock, cement (P42.5 ordinary Portland cement is enough) and water, and the clay stock is mainly composed of high-quality clay ( High-quality clay with low sand content) mixed with water, the controllable clay cement anti-seepage reinforcement paste is added with a modifier, the amount of the modifier is 1% to 3%, the modifier is mainly composed of mass The ratio is a:b:c mineral additives (sodium metaaluminate), calcium sulfate and calcium-based bentonite, and a:b:c = 5:(5~0):(0~5).
[0029] The specific gravity of clay protoplasm in this embodiment is 1.2~1.4 g / cm 3 The original slurry (can be adjusted according to actual engineering needs), the water-solid ratio of the controllable clay cement anti-seepage reinforcement slurry is (0.56-1.43): 1, and the water-cement ratio of the controllable clay cement anti-seepage reinforcement slurry Less than ...
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