High compatibility repair mortar and its preparation method and use method
A repairing mortar and compatibility technology, applied in building maintenance, construction, building construction, etc., can solve the problems of debonding failure and poor compatibility between mortar and the substrate to be repaired, and achieve shortened construction period and good compatibility. , the effect of reducing labor costs
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Embodiment 1
[0048] Step1: In parts by weight, weigh 53 parts of quartz sand, 30 parts of Portland cement, 5 parts of gypsum, 0.8 parts of lithium carbonate, 4 parts of mineral filler, 1 part of ettringite, 0.01 part of sodium dipolyphosphate, carboxymethyl 0.03 parts of cellulose, 1 part of polydimethylsiloxane;
[0049] Step2: Stir the weighed components evenly to obtain the product.
[0050] The mineral filler includes slag, fly ash and limestone powder, and according to the weight ratio, slag: fly ash: limestone powder=1:3:4.
Embodiment 2
[0052] Step1: According to parts by weight, weigh 50 parts of quartz sand, 40 parts of Portland cement, 6 parts of gypsum, 0.2 parts of lithium carbonate, 5 parts of mineral fillers, 0.9 parts of ettringite, 0.02 parts of sodium tripolyphosphate, carboxyethyl 0.04 parts of cellulose, 0.9 parts of fluorosilicone;
[0053] Step2: Stir the weighed components evenly to obtain the product.
[0054] The mineral filler includes slag, fly ash and limestone powder, and according to the weight ratio, slag: fly ash: limestone powder=1:3:6.
Embodiment 3
[0056] Step1: According to parts by weight, weigh 55 parts of quartz sand, 38 parts of Portland cement, 8 parts of gypsum, 0.4 parts of lithium carbonate, 6 parts of mineral filler, 0.7 parts of ettringite, 0.03 parts of sodium hexametaphosphate, carboxypropyl 0.05 parts of cellulose, 0.8 parts of ethylene glycol siloxane;
[0057] Step2: Stir the weighed components evenly to obtain the product.
[0058] The mineral filler includes slag, fly ash and limestone powder, and according to the weight ratio, slag: fly ash: limestone powder=1:4:4.
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