Superfine quick-setting self-compacting repair mortar and preparation method thereof
A repairing mortar and self-compacting technology is applied in the field of building materials to achieve the effects of ensuring compactness, large static expansion, and improving interface bending and tensile strength and bonding strength.
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[0028] Example 1
[0029] Specific surface area 600m 2 / Kg low alkalinity sulphoaluminate cement: 55.0% (mass percentage); quartz sand: 35.0%; specific surface area 580m 2 / Kg ordinary Portland cement: 3.9%; specific surface area 500m 2 / Kg slag powder: 4.5%; vinyl acetate and ethylene copolymer rubber powder: 1.06%; SD-600P-F polycarboxylic acid superplasticizer: 0.25%; mass ratio of citric acid and hydroxypropyl methylcellulose ether 1.5 :1 Mixing: 0.28%; ML-861-6 powder defoamer for concrete: 0.01%.
[0030] When using on site, mix and mix the repair mortar powder and water at a ratio of 1:0.160. Refer to "Repair Mortar" JC / T2381-2016, the measured static expansion of the machine is 300mm, initial setting time is 15min, final setting time is 20min, 6h compressive strength is 33.5MPa, 24h compressive strength is 530.5MPa , 28d compressive strength is 78.5MPa, 1d interface flexural strength is 3.8MPa, 3d interface flexural strength is 5.9MPa, 28d interface flexural strength is 8....
Example Embodiment
[0031] Example 2
[0032] Specific surface area 600m 2 / Kg low alkalinity sulphoaluminate cement: 35.0%; quartz sand: 55.0%; specific surface area 600m 2 / Kg ordinary Portland cement: 4.8%; specific surface area 25000m 2 / Kg silica fume: 1.3%; specific surface area 600m 2 / Kg slag powder: 2.0%; vinyl acetate homopolymer powder: 1.10%; SD-600P-F polycarboxylic acid superplasticizer: 0.50%; mass ratio of citric acid and hydroxypropyl methylcellulose ether: 1.4: 1 Mixing: 0.25%; ML-861-6 powder defoamer for concrete: 0.05%.
[0033] When using on site, mix and mix the repair mortar powder and water at a ratio of 1:0.150. The measured static expansion of the machine is 330mm, initial setting time is 13min, final setting time is 21min, 6h compressive strength is 22.4MPa, 24h compressive strength is 45.2MPa, 28d compressive strength is 68.5MPa, 1d interface The flexural strength is 3.4MPa, the 3d interface flexural strength is 5.4MPa, the 28d interface flexural strength is 7.5MPa, and t...
Example Embodiment
[0034] Example 3
[0035] Specific surface area 560m 2 / Kg low alkalinity sulphoaluminate cement: 39.4% (mass percentage); quartz sand: 50.0%; specific surface area 550m 2 / Kg ordinary Portland cement: 2.5%; specific surface area 22000m 2 / Kg silica fume: 2.5%; specific surface area 2500m 2 / Kg beads: 3.0%; acrylic ester and styrene copolymer rubber powder: 2.00%; SD-600P-F polycarboxylic acid superplasticizer: 0.32%; mass ratio of citric acid and hydroxypropyl methylcellulose ether 1.3 :1 Mix: 0.25%; ML-861-6 powder defoamer for concrete: 0.03%.
[0036] When using on site, mix and mix the repair mortar powder and water at a ratio of 1:0.150. The measured static expansion of the machine is 320mm, initial setting time is 14min, final setting time is 20min, 6h compressive strength is 25.9MPa, 24h compressive strength is 49.5MPa, 28d compressive strength is 72.5MPa, 1d interface The flexural tensile strength is 3.5MPa, the 3d interface flexural tensile strength is 5.9MPa, the 28d in...
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