Grouting reinforcement material for treating road diseases and preparation method thereof
A technology for grouting reinforcement and road disease, which is applied in the field of grouting reinforcement materials. The preparation of this material can solve the problems of easy dispersion of grout, slow strength formation, and long setting time, so as to achieve accelerated coagulation and formation of strength and good dispersion resistance properties, the effect of improving early strength
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Embodiment 1
[0029] Example 1 Preparation of grouting reinforcement materials for treating road diseases
[0030] 1. Prepare materials
[0031] 100 parts of S95 slag powder, 40 parts of C-grade fly ash, 20 parts of rapid hardening sulfoaluminate cement, 30 parts of fine sand, 0.2 parts of 6mm polypropylene fiber, 1.6 parts of naphthalene-based superplasticizer, 3 parts of lithium carbonate, 2 parts of tartaric acid, 80 parts of water; 100 parts of sodium water glass with modulus 1.2 (solid content 42%), 2 parts of polyacrylamide flocculant;
[0032] 2. Preparation method
[0033] 1) First, add S95 slag powder, C-grade fly ash and rapid-hardening sulphoaluminate cement into the grouting mixer, and then add fine sand, naphthalene-based high-efficiency water reducer, lithium carbonate, tartaric acid and water Add it in order, and stir for 8 minutes at a speed of 50-100r / min; finally add 6mm polypropylene fibers, and stir for 8 minutes at a speed of 300-500r / min to obtain component A;
[00...
Embodiment 2
[0037] Example 2 Preparation of grouting reinforcement materials for treating road diseases
[0038] 1. Prepare materials
[0039] 100 parts of S95 slag powder, 100 parts of C grade fly ash, 40 parts of fast hardening sulfoaluminate cement, 50 parts of fine sand, 0.4 part of 6mm polypropylene fiber, 2.5 parts of naphthalene series superplasticizer, 4 parts of lithium carbonate, 4 parts of tartaric acid, 120 parts of water; 100 parts of sodium water glass with modulus 1.0 (solid content 40%), 4 parts of polyacrylamide flocculant;
[0040] 2. Preparation method
[0041] With embodiment 1.
[0042] In practical application, component A and component B can be pumped separately through a grouting pump, and then mixed at a volume ratio of 2:1 through a three-way pipe and then injected into the empty base of the road; the setting time of the mixed grouting material is 11min, 12h compressive strength is 11.7MPa.
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