Early strength type high-strength non-shrinkage grouting material with large mixing amount of mineral slag
A heavy slag, early-strength technology, applied in the field of high-volume heavy slag early-strength high-strength non-shrinkage grouting materials, can solve the problems of inability to meet fast-hardening and early-strength, consumption of quartz sand resources, and large fluidity loss, etc. The effect of stable strength, ensuring continuous development, and promoting early strength
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Embodiment 1~3
[0026] The ratio of raw materials is as shown in Table 1:
Embodiment 1
[0027] The distribution ratio of each component of the large-volume heavy slag early-strength high-strength non-shrinkage grouting material described in Example 1 is calculated in parts by weight: 50 parts of granulated blast furnace heavy slag, 5 parts of blast furnace heavy slag fine powder, ordinary portland cement 41.4 parts, 3.3 parts of amorphous calcium aluminate, 0.014 parts of azodicarbonamide, 0.14 parts of polycarboxylate superplasticizer, 0.045 parts of boric acid, 0.005 parts of hydroxypropyl methylcellulose ether, 0.014 parts of silicone defoamer share.
Embodiment 2
[0028] The distribution ratio of each component of the large-volume heavy slag early-strength high-strength non-shrinkage grouting material described in Example 2 is calculated in parts by weight: 52 parts of granulated blast furnace heavy slag, 3 parts of blast furnace heavy slag fine powder, ordinary Portland cement 40.5 parts, 4.5 parts of amorphous calcium aluminate, 0.018 parts of azodicarbonamide, 0.15 parts of polycarboxylate superplasticizer, 0.054 parts of boric acid, 0.005 parts of hydroxyethyl methyl cellulose ether, 0.014 parts of polyether defoamer share.
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