Concrete crack grouting repairing material prepared from calcium silicate hydrate crystal seed powder and use method of material
A technology of calcium silicate hydrate and repairing materials, which is applied in the field of concrete crack grouting repairing materials, can solve the problems of unfavorable microstructure development of grouting materials, affecting the durability of grouting repairing materials, etc., and achieve excellent water retention and fluidity, good Effect of self-curing and improving durability
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Embodiment 1
[0036] Example 1, a kind of concrete crack grouting repair material prepared by using calcium silicate hydrate seed powder. Ordinary Portland cement 100, calcium silicate hydrate seed powder 3, hydroxymethyl cellulose ether 0.02, can be re- Disperse rubber powder 1.0, gypsum 1.2, naphthalene sulfonic acid formaldehyde condensation product water reducer 0.6, limestone powder 8, alum stone 2 mass ratio and mix evenly after weighing. After adding 35% water to the dry powder material and stirring, the fluidity of the product can reach 315mm, the tensile strength can reach 3.3MPa 28 days after hardening, and the compression-shear bonding strength can reach 5.9MPa. After 9 freeze-thaw cycles, the compression-shear bonding strength decreases The rate is 0%.
Embodiment 2
[0037] Example 2, a concrete crack grouting repair material prepared by using calcium silicate hydrate seed powder. The weight ratio of ordinary Portland cement is 100, calcium silicate hydrate seed powder is 6, and hydroxymethyl cellulose ether is 0.05. The mass ratio of redispersible rubber powder 2.5, gypsum 1.8, naphthalenesulfonic acid formaldehyde condensation product water reducer 0.9, limestone powder 12, alum stone 5 is weighed and mixed evenly. After adding 42% water of the dry powder material and stirring, the fluidity of the product can reach 330mm, the tensile strength can reach 4.4MPa 28 days after hardening, and the compression-shear bonding strength can reach 7.1MPa. After 12 freeze-thaw cycles, the compression-shear bonding strength decreases The rate is 0%.
Embodiment 3
[0038] Example 3, a concrete crack grouting repair material prepared by using calcium silicate hydrate seed powder. The weight ratio of ordinary Portland cement is 100, calcium silicate hydrate seed powder is 12, and hydroxymethyl cellulose ether is 0.10. The mass ratio of redispersible rubber powder 5.5, gypsum 2.6, naphthalenesulfonic acid formaldehyde condensation product water reducer 1.2, limestone powder 25, alum stone 12 is weighed and mixed evenly. When 50% of the dry powder material is added to the water for stirring, the fluidity of the product can reach 305mm, the tensile strength can reach 3.7MPa 28 days after hardening, and the compression-shear bonding strength can reach 6.3MPa. After 12 freeze-thaw cycles, the compression-shear bonding strength decreases The rate is 0%.
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