Recycled powder waste hydraulic pavement base material and preparation method
A pavement base material and recovery powder technology, which is applied in the field of road engineering construction, can solve the problems of low concrete strength and inability to achieve large-scale recycling, and achieve the effects of alleviating tension, enriching comprehensive utilization methods, and improving comprehensive utilization rate
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Embodiment 1
[0026] The recycled powder waste hydraulic pavement base material of the present embodiment comprises the following components by mass: 60 parts of recycled powder, 40 parts of waste material, 6 parts of stabilizer, and 9.0 parts of water;
[0027] The stabilizer of the present embodiment includes the following components in mass percentage: No. 42.5 slag portland cement contains 80%, slaked lime contains 15%, and fly ash contains 5%;
[0028] The reclaimed powder of the present embodiment is: limestone is the reclaimed powder produced by the asphalt mixture production of raw material, and its water content after drying is 3.3%;
[0029] The waste materials in this embodiment are: crushed stones produced by asphalt mixing plant overflow and seriously polluted crushed stones at the bottom of the silo, and the two are mixed evenly in equal proportions, and the nominal maximum particle size is 31.5 mm.
[0030] The preparation method of the recovery powder waste hydraulic pavemen...
Embodiment 2
[0039] The recycled powder waste hydraulic pavement base material of the present embodiment includes the following components by mass: 60 parts of recycled powder, 40 parts of waste material, 8 parts of stabilizer, and 9.3 parts of water;
[0040] The stabilizer of the present embodiment includes the following components in mass percentage: No. 42.5 slag portland cement contains 80%, slaked lime contains 15%, and fly ash contains 5%;
[0041] The reclaimed powder of the present embodiment is: limestone is the reclaimed powder produced by the asphalt mixture production of raw material, and its moisture content after airing is 3.8%;
[0042] The waste materials in this embodiment are: crushed stones produced by asphalt mixing plant overflow and seriously polluted crushed stones at the bottom of the silo, and the two are mixed evenly in a ratio of 2 to 1, and the nominal maximum particle size is 26.5mm.
[0043] The preparation method of the recovery powder waste hydraulic paveme...
Embodiment 3
[0051] In this embodiment, the stabilizer is the same as that in Embodiment 1, and the recycled powder is: limestone is the recycled powder produced by the asphalt mixture production of the raw material, and its moisture content after drying is 4.8%; the waste material is: asphalt mixing plant overflow Mix the crushed stone waste and the seriously polluted gravel at the bottom of the silo evenly at a ratio of 1.5 to 1 to obtain waste with a nominal maximum particle size of 26.5mm.
[0052] The preparation method of the recovery powder waste hydraulic pavement base material of the present embodiment comprises the following steps:
[0053] Step 1, preparing the above-mentioned stabilizer for subsequent use;
[0054] Step 2: Take 50 parts of recycled powder after drying, 50 parts of waste materials, and 6 parts of stabilizer according to the quality, put them into the stabilized soil mixer, mix them evenly, and then add 8.0 parts of water and stir evenly for 18 seconds;
[0055]...
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