Preparation method of anti-cracking early strength concrete for pipe gallery
A concrete and anti-cracking technology, which is applied in the field of preparation of anti-cracking and early-strength concrete for pipe gallery, can solve the problems of poor anti-seismic and anti-cracking performance, insufficient early strength of concrete, and inability to ensure that the concrete structure of the pipe gallery quickly reaches strength, etc. The effect of shortening curing time, improving anti-cracking ability and improving anti-seepage and anti-cracking performance
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Embodiment 1
[0022] A kind of preparation method of anti-cracking early-strength concrete for pipe gallery proposed by the present invention comprises the following steps:
[0023] S1. In parts by weight, weigh 100 parts of raw Portland cement, 70 parts of slag cement, 380 parts of aggregate, 30 parts of synthetic fiber, 8 parts of early strength additive, 3 parts of polycarboxylate superplasticizer, dodecane 2 parts of sodium sulfonate, 100 parts of water, set aside;
[0024] S2, Portland cement, slag cement and aggregate are added in the mixer, and dry mixed for 3 minutes to obtain a dry mixture;
[0025] S3. Add synthetic fibers, early strength additives, polycarboxylate superplasticizer and sodium dodecylsulfonate to the dry mix in turn while stirring, and after mixing evenly, add water and stir until the concrete performance meets the pouring requirements;
[0026] The aggregate in the above step S1 is obtained by compounding crushed stone, sand and fly ash with a mass ratio of 3:2:1...
Embodiment 2
[0028] A kind of preparation method of anti-cracking early-strength concrete for pipe gallery proposed by the present invention comprises the following steps:
[0029] S1. In parts by weight, weigh 120 parts of raw Portland cement, 75 parts of slag cement, 400 parts of aggregate, 35 parts of synthetic fiber, 9 parts of early strength additive, 4 parts of polycarboxylate superplasticizer, dodecane 3 parts of sodium sulfonate, 150 parts of water, set aside;
[0030] S2, Portland cement, slag cement and aggregate are added in the mixer, and dry mixed for 4 minutes to obtain a dry mixture;
[0031] S3. Add synthetic fibers, early strength additives, polycarboxylate superplasticizer and sodium dodecylsulfonate to the dry mix in turn while stirring, and after mixing evenly, add water and stir until the concrete performance meets the pouring requirements;
[0032] The aggregate in the above step S1 is obtained by compounding crushed stone, sand and fly ash with a mass ratio of 3:2:1...
Embodiment 3
[0034] A kind of preparation method of anti-cracking early-strength concrete for pipe gallery proposed by the present invention comprises the following steps:
[0035] S1. In parts by weight, weigh 140 parts of raw Portland cement, 80 parts of slag cement, 440 parts of aggregate, 40 parts of synthetic fiber, 10 parts of early strength additive, 5 parts of polycarboxylate superplasticizer, dodecane 3.5 parts of sodium sulfonate, 200 parts of water, set aside;
[0036] S2, Portland cement, slag cement and aggregate are added in the mixer, and dry mixed for 5 minutes to obtain a dry mixture;
[0037] S3. Add synthetic fibers, early strength additives, polycarboxylate superplasticizer and sodium dodecylsulfonate to the dry mix in turn while stirring, and after mixing evenly, add water and stir until the concrete performance meets the pouring requirements;
[0038]In the above step S1, the aggregate is compounded by crushed stone, sand and fly ash with a mass ratio of 3:2:1; the p...
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