A cement grouting material with quartz sand and steel slag as aggregate
A technology of cement grouting and quartz sand, which is applied in the field of cement grouting materials, can solve the problems of no on-site application conditions, compressive strength of only 20MP, and no fluidity, etc., and achieve the effect of simple processing and preparation, low cost, and sufficient supply
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Embodiment 1
[0019] A cement grout with quartz sand and steel slag as aggregates is prepared from the following raw materials and mass parts: 100 parts of cement, 40 parts of quartz sand, steel slag with a particle size of 0.3 mm and a particle size of 30 parts of 0.6mm steel slag, 1 part of silica fume, 0.3 part of polycarboxylate superplasticizer, and 0.2 part of polydimethylsiloxane.
Embodiment 2
[0021] A cement grout with quartz sand and steel slag as aggregates is prepared from the following raw materials in proportion by mass and number: 100 parts of cement, 40 parts of quartz sand, steel slag with a particle size of 0.3 mm and a particle size of 30 parts of 0.6mm steel slag, 8 parts of silica fume, 0.5 part of polycarboxylate superplasticizer, and 0.3 part of polydimethylsiloxane.
Embodiment 3
[0023] A cement grout with quartz sand and steel slag as aggregates is prepared from the following raw materials in proportion by mass and number: 100 parts of cement, 40 parts of quartz sand, steel slag with a particle size of 0.3 mm and a particle size of 30 parts of 0.6mm steel slag, 10 parts of silica fume, 0.6 part of polycarboxylate superplasticizer, and 0.4 part of polydimethylsiloxane.
[0024] The index performance of embodiment 1-3 is as follows:
[0025]
[0026] As can be seen from the data in the table, the index properties of Examples 1-3 meet the requirements of the JC / T986-2005 "Cement Grouting Material" standard, and the compressive strengths of 1d, 3d, and 28d are respectively greater than 22MPa, 40MPa, and 70MPa; the initial fluidity and 30min fluidity retention values are greater than 260mm and 230mm respectively; 1d vertical expansion rate is greater than 0.020%.
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