Strength controllable coal ash-based polymer concrete and preparation method thereof
A technology of fly ash and concrete, which is applied in the field of fly ash-based geopolymer concrete and its preparation, and achieves the effects of resource saving, large-scale and high-efficiency utilization, and simple preparation process
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Embodiment 1
[0020] Raw material ratio:
[0021] Mixed solid phase S component and parts (by weight) proportioning are as follows:
[0022] 47 parts of coarse aggregate crushed stone (particle size 5-30mm, continuous grading) in saturated surface dry state;
[0023] 26 parts of fine aggregate natural sand in saturated surface dry state (gradation zone II, fineness modulus 2.8);
[0024] 27 parts of fly ash;
[0025] Silica fume 0 parts;
[0026] Sodium tripolyphosphate 0.12 part.
[0027] The proportion (by weight) of the L component of the mixed liquid phase and the NaOH solution (10mol / L):
[0028] Water glass (modulus 3.2): 67 parts;
[0029] NaOH solution (10mol / L): 33 parts.
[0030] Concrete preparation process is as follows:
[0031] (1) Soak sand and gravel aggregates (that is, coarse aggregate crushed stone and fine aggregate natural sand) in water for 24 hours, take them out and place them in the lower water-permeable container to dry naturally until there is no free water...
Embodiment 2
[0039] Raw material ratio:
[0040] Mixed solid phase S component and parts (by weight) proportioning are as follows:
[0041] 47 parts of coarse aggregate crushed stone (particle size 5-30mm, continuous grading) in saturated surface dry state;
[0042] 26 parts of fine aggregate natural sand in saturated surface dry state (gradation zone II, fineness modulus 2.8);
[0043] 24 parts of fly ash;
[0044] 3 parts of silica fume;
[0045] Sodium tripolyphosphate 0.1 part.
[0046] The proportion (by weight) of the L component of the mixed liquid phase and the NaOH solution (14mol / L):
[0047] Water glass (modulus 3.2): 67 parts;
[0048] NaOH solution (14mol / L): 33 parts.
[0049] Concrete preparation process is as follows:
[0050] (1) Soak the sand and gravel aggregates in water for 24 hours, take them out and place them in the lower permeable container to dry naturally until there is no free water on the surface, that is, to obtain the sand and gravel aggregates in a satu...
Embodiment 3
[0058] Raw material ratio:
[0059] Mixed solid phase S component and parts (by weight) proportioning are as follows:
[0060] 47 parts of coarse aggregate crushed stone (particle size 5-30mm, continuous grading) in saturated surface dry state;
[0061] 26 parts of fine aggregate natural sand in saturated surface dry state (gradation zone II, fineness modulus 2.8);
[0062] 22 parts of fly ash;
[0063] 5 parts of silica fume;
[0064] 0.08 parts of sodium tripolyphosphate.
[0065] The proportion (by weight) of the L component of the mixed liquid phase and the NaOH solution (18mol / L):
[0066] Water glass (modulus 3.2): 67 parts;
[0067] NaOH solution (18mol / L): 33 parts.
[0068] Concrete preparation process is as follows:
[0069] (1) Soak the sand and gravel aggregates in water for 24 hours, take them out and place them in the lower permeable container to dry naturally until there is no free water on the surface, that is, to obtain the sand and gravel aggregates in...
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