High-temperature-resistant sleeve grouting material for steel bar connection and preparation method thereof
A technology of sleeve grouting and high temperature resistance, which is applied in the field of concrete materials, can solve the problem that the connection of steel bars is not as good as cast-in-place, and achieve the effects of compensating for strength loss, high mechanical properties, and reducing the risk of disintegration
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Embodiment 1
[0026] This embodiment discloses a high-temperature-resistant sleeve grouting material for steel bar connection. First, 25% of P.O52.5 Portland cement, 4% of high-alumina cement, 2.8% of S95 mineral powder, and 1.5% of silica fume in component A are disclosed. , F class I fly ash 9%, quartz sand mill fine powder 7%, plastic expansion agent 0.6%, magnesia fine aggregate with fineness modulus 2.7 16.68%, blast furnace steel slag fine aggregate after high temperature autoclaving treatment 16%, 1.8% polyoxymethylene fiber with a diameter of 0.2mm and a length of 4.0mm, 2.5% ceramic fiber, and 1.5% dihydrate gypsum were put into the mixer and mixed for 3 minutes, then added 8% water in component B, 0.02% graphene oxide, polycarboxylate 2% acid superplasticizer mother liquor, 1.5% polycarboxylic acid slump retaining mother liquor, 0.05% air-entraining agent, 0.05% defoamer and continue to stir and mix for 3 minutes to obtain sleeve grouting material. The sleeve grouting material has...
Embodiment 2
[0028] This embodiment discloses a high-temperature-resistant sleeve grouting material for steel bar connection. First, in component A, 26% of P.O52.5 Portland cement, 5% of high-alumina cement, 2.8% of S95 mineral powder, and 1.5% of silica fume , F class I fly ash 5%, quartz sand mill fine powder 8%, plastic expansion agent 0.6%, magnesia fine aggregate with fineness modulus 2.7 14.5%, blast furnace steel slag fine aggregate after high temperature autoclaving treatment 19.18%, 1.8% polyoxymethylene fiber with a diameter of 0.2mm and a length of 4.0mm, ceramic fiber 2.5%, and dihydrate gypsum 1.5% were put into a mixer and mixed for 3 minutes, then added to component B with 8% water, graphene oxide 0.02%, polycarboxylate 2% acid superplasticizer mother liquor, 1.5% polycarboxylic acid slump retaining mother liquor, 0.05% air-entraining agent, 0.05% defoamer and continue to stir and mix for 3 minutes to obtain sleeve grouting material. The sleeve grouting material has an initi...
Embodiment 3
[0030]This embodiment discloses a high-temperature-resistant sleeve grouting material for steel bar connection. First, in component A, 22% of P.O52.5 Portland cement, 3.18% of high-alumina cement, 1.8% of S95 mineral powder, and 1% of silica fume , Class F, Class I fly ash 9.5%, quartz sand mill fine powder 9%, plastic expansion agent 0.6%, magnesia fine aggregate with fineness modulus 2.7 17.5%, blast furnace steel slag fine aggregate after high-temperature autoclaved treatment 16%, 1.8% polyoxymethylene fiber with a diameter of 0.2mm and a length of 4.0mm, 2.5% ceramic fiber, and 1.5% dihydrate gypsum were put into the mixer and mixed for 3 minutes, then added 10% water in component B, 0.01% graphene oxide, polycarboxylate 2% acid superplasticizer mother liquor, 1.5% polycarboxylic acid slump retaining mother liquor, 0.05% air-entraining agent, 0.06% defoamer and continue to stir and mix for 3 minutes to obtain sleeve grouting material. The sleeve grouting material has an in...
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