Fast setting super early strength hydraulic pouring material
A castable and rigid technology, applied in the field of fast-setting super-early-strength hydraulic castables, can solve the problems of reduced concrete strength, small concrete slump, difficult construction, etc., to achieve fast setting time, fast strength growth, and high work performance Good results
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Embodiment 1
[0012] A fast-setting super-early-strength hydraulic pouring material, which is made by mixing hydraulic dry powder with water and stirring evenly. The composition of the water agent, the water reducer is a compound of cyanuric acid amine and polycarboxylic acid, and the mass percentage of each component to the total mass is shown in the following table:
[0013] components percentage(%) Portland cement 14 Sulphoaluminate cement 9 sand 34 gravel 42.63 melamine 0.12 polycarboxylate 0.25
[0014] Among them, Portland cement is selected from Portland cement mixed with limestone or granulated blast furnace slag mixed with no more than 5% of the mass of Portland cement during clinker grinding, code-named PII.
[0015] The sand is selected from river sand with a particle size between 0 and 3.2mm, and the particle size of gravel is between 5mm and 16mm.
[0016] When using this example, after stirring this example evenly, add tap wa...
Embodiment 2
[0018] A fast-setting super-early-strength hydraulic castable, the percentage of the mass of each component in the total mass is shown in the following table:
[0019] components percentage(%) Portland cement 18 Sulphoaluminate cement 10 sand 32 gravel 39.84 melamine 0.08 polycarboxylate 0.08
[0020] Other components and method of use are all the same as in Example 1.
Embodiment 3
[0022] A fast-setting super-early-strength hydraulic castable, the percentage of the mass of each component in the total mass is shown in the following table:
[0023] components percentage(%) Portland cement 16 Sulphoaluminate cement 8 sand 34.78 gravel 41 melamine 0.1 polycarboxylate 0.12
[0024] Other components and method of use are all the same as in Example 1.
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