Novel green grouting superfine cement
A fine water and green technology, which is applied in the field of high-performance and multi-purpose composite ultra-fine cement, can solve the problems of excessive consumption of cement materials and large amount of grouting materials, so as to slow down the settlement speed, reduce the water precipitation rate, and reduce the environment pollution effect
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Embodiment 1
[0022] A green grouting ultra-fine cement slurry of a single slurry is characterized in that the following materials are stirred in proportion to form a mixed slurry:
[0023] (1) 10 parts of ultra-fine portland cement, 70 parts of ultra-fine mineral powder, 20 parts of ultra-fine fly ash, the specific surface area of several components is 1000m 2 / kg;
[0024] (2) 1 part of expansion agent, calcium sulfoaluminate expansion agent;
[0025] (3) 1 part of high-efficiency water reducer, which is polycarboxylate water reducer;
[0026] (4) 1 part of diluent, which is sodium pyrophosphate;
[0027] (5) 0.1 part of retarder is sodium gluconate.
[0028] The above components are fully mixed, and the water that is 1 times the mass of the gelling material is added for stirring, and its performance is measured as follows:
[0029] The initial setting time is 187min, the final setting time is 252min, the compressive strength is 22.1MPa for 1d, 45.5MPa for 3d, 58MPa for 7d, and 68MP...
Embodiment 2
[0031] A green grouting ultra-fine cement slurry of a single slurry is characterized in that the following materials are stirred in proportion to form a mixed slurry:
[0032] (1) 50 parts of ultra-fine aluminate cement, 30 parts of ultra-fine mineral powder, 20 parts of ultra-fine fly ash, the specific surface area of several components is 1200m 2 / kg;
[0033] (2) 2 parts of expansion agent, calcium sulfoaluminate expansion agent;
[0034] (3) 2 parts of superplasticizer, polycarboxylate superplasticizer;
[0035] (4) 1.5 parts of diluent is sodium pyrophosphate.
[0036] The above components are fully mixed, and the water that is 1 times the mass of the gelling material is added for stirring, and its performance is measured as follows:
[0037] The initial setting time is 25min, the final setting time is 48min, the compressive strength is 32.1MPa for 1d, 55.5MPa for 3d, 60MPa for 7d, and 58MPa for 28d.
Embodiment 3
[0039] A green grouting ultra-fine cement slurry of a single slurry is characterized in that the following materials are stirred in proportion to form a mixed slurry:
[0040] (1) 20 parts of ultra-fine portland cement, 60 parts of ultra-fine mineral powder, 20 parts of ultra-fine fly ash, the specific surface area of several components is 900m 2 / kg;
[0041] (2) 1 part of expansion agent, calcium sulfoaluminate expansion agent;
[0042] (3) 1 part of high-efficiency water reducer, which is polycarboxylate water reducer;
[0043] (4) 0.5 part of diluent is sodium pyrophosphate.
[0044] The above components are fully mixed, and the water of 0.8 times the mass of the gelling material is added for stirring, and its performance is measured as follows:
[0045] The initial setting time is 156min, the final setting time is 200min, the compressive strength is 20.1MPa for 1d, 42.8MPa for 3d, 56MPa for 7d, and 64MPa for 28d.
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