Self-compacting vibration-free concrete and its preparation method
A vibration-free, concrete technology, applied in the field of construction, can solve the problems of inconvenient vibration and compaction, and achieve the effects of complete edges and corners, improved guarantee rate, and uniform distribution.
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example 1
[0016] A self-compacting vibration-free concrete, comprising the following components by weight: 422 parts of cement, 725 parts of gravel, 815 parts of sand, 210 parts of water, 129 parts of fly ash, 35 parts of gypsum, 1.8 parts of paraffin, polyvinyl alcohol 1.2 parts, 0.3 parts of polypropylene short fiber, 0.4 parts of polycarboxylate superplasticizer, 0.1 part of SM water reducing agent, 0.2 parts of SAP water retaining agent, 0.2 parts of redispersible rubber powder, 0.05 parts of EEA plastic expansion agent, glucose Sodium acid powder 0.004 part, gelatin 0.02 part.
[0017] In this example, the water-binder ratio is 0.38, the sand ratio is 0.529, the slump is 269mm, the time required for the diameter to slump to 500mm is 6s, there is no segregation and bleeding, and the 28d cubic compressive strength measured by the test is 49MPa .
example 2
[0019] A self-compacting vibration-free concrete, comprising the following components by weight: 375 parts of cement, 877.5 parts of gravel, 804.5 parts of sand, 182 parts of water, 90 parts of fly ash, 45 parts of gypsum, 2.5 parts of vitrified microbeads, 2.8 parts of paraffin wax, 2 parts of polyvinyl alcohol, 0.5 parts of polypropylene short fiber, 0.2 parts of polycarboxylate superplasticizer, 0.3 parts of SM water reducing agent, 0.25 parts of SAP water retaining agent, 0.05 parts of redispersible rubber powder, sodium carbonate 0.1 part, EEA plastic expansion agent 0.02 part, sodium gluconate powder 0.02 part, gelatin 0.1 part.
[0020] In this example, the water-binder ratio is 0.39, the sand rate is 0.478, the slump is 253mm, and the time required for the diameter to slump to 500mm is 11.4s, without segregation and bleeding, and the 28d cubic compressive strength measured by the test is 49.5MPa.
Embodiment 3
[0022] A self-compacting vibration-free concrete, comprising the following components by weight: 480 parts of cement, 1100 parts of gravel, 720 parts of sand, 175 parts of water, 160 parts of fly ash, 40 parts of gypsum, 5 parts of vitrified microbeads, 2.5 parts of paraffin wax, 3.2 parts of polyvinyl alcohol, 0.45 parts of polypropylene short fiber, 0.2 parts of polycarboxylate superplasticizer, 0.2 part of SM water reducer, 0.3 part of SAP water retaining agent, 0.3 part of redispersible rubber powder, carbonic acid 0.05 parts of sodium, 0.05 parts of EEA plastic expansion agent, 0.015 parts of sodium gluconate powder, and 0.08 parts of gelatin.
[0023] In each of the above embodiments, the cement is ordinary Portland cement; the stones are continuously graded crushed stones with a particle size of 5-15mm, and the mud content is less than 0.5%; the sand includes coarse sand and fine sand, and coarse sand and fine sand The volume ratio is 4.5-6.5:3.5-5.5, of which the parti...
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