A method for preparing a reclaimed material mixture from waste bitumen in a large ratio
A technology for recycling mixed materials and waste asphalt, which is applied in solid waste management, sustainable waste treatment, climate sustainability, etc. And other issues
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Embodiment 1
[0023] A method for preparing a large proportion of waste asphalt regeneration mixture, comprising the following steps:
[0024] (1) Classification: The recycled old asphalt mixture is crushed and screened with 4.75mm, one of the sieve apertures set in JTG F40-2004 "Technical Specifications for Highway Asphalt Pavement Construction" as the cut-off point, and those that can pass through the 4.75mm sieve Those with holes are classified as old fine aggregates, and those with a particle size greater than 4.75mm are classified as old coarse aggregates, and the gradation of the coarse and fine old sandstone aggregates and the old asphalt content in terms of asphalt ratio are tested;
[0025] (2) Treatment of old materials: The gradation of coarse and fine old aggregates and the detection of old asphalt content are carried out. The asphalt ratio in the quantity is only 3.5%, which is 1% short according to the usual construction control value. Add new asphalt to the old fine aggregate...
Embodiment 2
[0031] A method for preparing a large proportion of waste asphalt regeneration mixture, comprising the following steps:
[0032] (1) Classification: The recovered old asphalt mixture is crushed and screened with 9.6 mm, one of the sieve apertures set in "JTG F40-2004 "Technical Specifications for Highway Asphalt Pavement Construction"" as the cut-off point. Those who can pass 9.6 mm sieves are classified as old fine aggregates, and those with a particle size greater than 9.6 mm are classified as old coarse aggregates, and the gradation of the coarse and fine old sandstone aggregates and the old asphalt content calculated by the ratio of asphalt to asphalt are detected ;
[0033] (2) Treatment of old materials: gradation of coarse and fine old aggregates and detection of old asphalt content, the gradation of old aggregates is close to "AC-25" type dense gradation, and the ratio of asphalt to 3.5% (according to the construction control value still lack 0.5%), but the pass rate ...
Embodiment 3
[0039] A method for preparing a large proportion of waste asphalt regeneration mixture, comprising the following steps:
[0040] (1) Classification: The recovered old asphalt mixture is crushed and screened with 4.75mm, one of the sieve apertures set by the current technical specifications, as the cut-off point. Those that can pass through the 4.75mm sieve are classified as old fine aggregates. Those with a particle size greater than 4.75 mm are classified as old coarse aggregates, and the gradation of the coarse and fine old sandstone aggregates and the old asphalt content calculated by the asphalt ratio are tested respectively;
[0041] (2) Treatment of old materials: gradation of coarse and fine old aggregates and detection of old asphalt content. Knowing that the gradation of old aggregates complies with the requirements of "Dense Grading Type AC-16" in the "Specifications", the asphalt ratio is 3.8% ( According to the construction control value still missing 1.2%), add ne...
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Abstract
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