Repair agent dry-type mixture for rapidly repairing cement pavement
A technology of cement pavement and dry mixing, which is applied in the field of construction, can solve the problems of long time for health maintenance, large demand for consumables, and complicated construction methods, and achieve the effect of reducing the demand for consumables, simplifying construction steps, and fast forming
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Embodiment 1
[0026] The repairing agent dry mixture used for rapid maintenance of cement pavement provided by this embodiment is composed of 320 to 450 parts of Portland cement (all Portland cement clinker mainly composed of calcium silicate) in parts by weight. , less than 5% limestone or granulated blast furnace slag, a hydraulic cementitious material made by grinding an appropriate amount of gypsum, collectively referred to as Portland cement, also collectively referred to as Portland cement internationally), 324-417 grading ( Grading refers to the distribution of particle sizes at all levels of the aggregate, which can be determined by sieve analysis tests) river sand, 170 to 260 parts of graded gravel (referring to the mixture composed of aggregates of various sizes and different sizes, when its When the gradation meets the technical specifications, it is called graded aggregate), 12.7-17 parts of silicon powder, 3.2-8 parts of fly ash (which is the fine ash collected from the flue gas...
Embodiment 2
[0054] This example provides a formula for the further preferred component dosage of the repair agent dry mixture described in Example 1, that is: in parts by weight, it consists of 354-423 parts of Portland cement, 348-402 parts Graded river sand, 207-238 parts of graded gravel, 13.5-16.2 parts of silica fume, 4.5-7.2 parts of fly ash, 0.3-1.8 parts of calcium formate, 0.6-6.2 parts of triisopropanolamine, 1.3-2.2 parts It is composed of sodium α-alkenyl sulfonate, 0.5-1.0 parts of polyvinyl alcohol and 1.4-2.1 parts of anhydrous calcium chloride.
[0055] The technical effect of this embodiment can be directly derived based on the beneficial effect of Embodiment 1, and will not be repeated here.
Embodiment 3
[0057] This embodiment provides a formula for the further preferred component dosage of the repair agent dry mixture described in Embodiment 2, that is: in parts by weight, it consists of 378 to 405 parts of Portland cement, 362 to 394 parts Graded river sand, 210-232 parts of graded gravel, 13.9-15.4 parts of silicon powder, 5.3-6.2 parts of fly ash, 0.5-1.6 parts of calcium formate, 0.3-5.1 parts of triisopropanolamine, 1.5-2.0 parts It is composed of sodium α-alkenyl sulfonate, 0.6-0.9 parts of polyvinyl alcohol and 1.5-1.9 parts of anhydrous calcium chloride.
[0058] The technical effect of this embodiment can be directly derived based on the beneficial effect of Embodiment 1, and will not be repeated here.
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