A self-leveling low-shrinkage high-strength mortar
A low-shrinkage, self-leveling technology, applied in the field of building materials, can solve the problems of enlargement, difficulty in high strength and low shrinkage, and achieve the effect of improving durability, reducing fluidity and reducing shrinkage
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Embodiment 1
[0022] The cementitious material used in the prepared mortar is a composite system of P·II 42.5 grade Portland cement, low-alkalinity sulphoaluminate cement, I grade fly ash, S95 grade slag micropowder and microbeads. The fine aggregate used is river sand (medium sand) with a fineness modulus of 2.6, and water-soaked non-burning light sand with a water absorption rate of 20%. The fibers used are copper-plated steel fibers with a length of 4-8mm and an aspect ratio of 30-70. The water reducer used is an air-entraining low-shrinkage polycarboxylate water reducer with a water reducing rate of 26%. The water used is potable tap water.
[0023] The amount of each material is: cementitious material accounts for 32.1% of the total mass ratio, of which Portland cement accounts for 15.4% of the total mass ratio, sulphoaluminate cement accounts for 1.61% of the total mass ratio, and fly ash accounts for the total mass ratio 8.0% of the total mass ratio, slag accounts for 3.9% of the t...
Embodiment 2
[0029] The cementitious material used in the prepared mortar is a composite system of P·II 52.5 grade Portland cement, low-alkalinity sulphoaluminate cement, I grade fly ash, S105 grade slag micropowder and microbeads. The fine aggregate used is river sand (medium sand) with a fineness modulus of 2.6, and pottery sand with a water absorption rate of 10%. The fibers used are stainless steel fibers with a length of 4-8mm and an aspect ratio of 30-70. The water reducer used is an air-entraining low-shrinkage polycarboxylate water reducer with a water reducing rate of 26%. The water used is potable tap water.
[0030] Adopt the same preparation method as Example 1.
[0031] The amount of each material is: cementitious material accounts for 28.5% of the total mass ratio, Portland cement accounts for 14.3% of the total mass ratio, sulphoaluminate cement accounts for 2.8% of the total mass ratio, and fly ash accounts for 20% of the total mass ratio 2.8%, slag accounts for 2.9% of ...
Embodiment 3
[0036] Using the same material and preparation method as in Example 1.
[0037] The amount of each material is as follows: cementitious material accounts for 35.1% of the total mass ratio, Portland cement accounts for 13.3% of the total mass ratio, sulphoaluminate cement accounts for 4.2% of the total mass ratio, and fly ash accounts for 10% of the total mass ratio 5.3%, slag accounts for 7.0% of the total mass ratio, microbeads account for 5.3% of the total mass ratio; tap water accounts for 9.3% of the total mass ratio (the mass ratio of water to cementitious material is 0.265); polycarboxylate superplasticizer accounts for the total mass ratio The mass ratio is 0.70% (the dosage is 2% of the mass of the cementitious material); the fine aggregate accounts for 54.2% of the total mass ratio (the mass ratio of fine aggregate to cementitious material is 1.55), and the light sand accounts for 8.4% of the total mass ratio (accounting for 26.2% of fine aggregate volume ratio), rive...
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Abstract
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