Medium temperature asphalt mixture and process for preparing same
A kind of asphalt mixture, medium temperature technology, applied in the field of materials, can solve the problems of hot mix asphalt mixture development restrictions, etc., to achieve the effect of low aging degree of asphalt, prolong service life, and low mixing temperature
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Embodiment 1
[0052] Taking 1000g of the aggregate used to prepare the medium-temperature asphalt mixture of the present invention as an example, the raw materials used and their mass ratios are as follows:
[0053] Aggregate 1000g
[0054] AH-70# Korean SK asphalt 46g
[0055] Liquid anti-stripping agent 0.138g
[0056] Slaked lime 20g
[0057] water 12g
[0058] The mass ratio of the above-mentioned aggregates is as follows:
[0059] Coarse aggregate 620g
[0060] Fine aggregate 300g
[0061] Mineral powder 80g
[0062] The penetration of above-mentioned asphalt is 60~80 when 100g at 25 ℃, 5 seconds; The model of liquid anti-stripping agent is AST-4, is sold by Xi'an Haiwei Chemical Technology Co., Ltd.; 16mm stone chips; fine aggregates are stone chips with a particle size of 0.075-2.36mm; mineral powder is a mineral powder with calcium carbonate as the main component and a particle size of less than 0.075mm obtained by grinding limestone.
[0063] Its preparation method is as foll...
Embodiment 2
[0085] Taking 1000g of the aggregate used to prepare the medium-temperature asphalt mixture of the present invention as an example, the raw materials used and their mass ratios are as follows:
[0086] Aggregate 1000g
[0087] AH-70# Korean SK asphalt 46g
[0088] Liquid anti-stripping agent 0.138g
[0089] Slaked lime 0g
[0090] water 12g
[0091] The above-mentioned aggregate ratio is as follows:
[0092] Coarse aggregate 620g
[0093] Fine aggregate 300g
[0094] Mineral powder 80g
[0095] The specifications of the used coarse aggregate, fine aggregate, mineral powder, and asphalt in this embodiment are the same as in Example 1, and the used liquid anti-stripping agent is the same as in Example 1.
[0096] Its preparation method is identical with embodiment 1. Prepare medium temperature asphalt mixture.
[0097] The prepared medium-temperature asphalt mixture has been subjected to immersion Marshall test and rutting test. The various test conditions are as follow...
Embodiment 3
[0108] Taking 1000g of the aggregate used to prepare the medium-temperature asphalt mixture of the present invention as an example, the raw materials used and their mass ratios are as follows:
[0109] Aggregate 1000g
[0110] AH-70# Korean SK asphalt 46g
[0111] Liquid anti-stripping agent 0g
[0112] Slaked lime 20g
[0113] water 12g
[0114] The above-mentioned aggregate ratio is as follows:
[0115] Coarse aggregate 620g
[0116] Fine aggregate 300g
[0117] Mineral powder 80g
[0118] The specifications of coarse aggregate, fine aggregate, mineral powder, and asphalt used in this embodiment are the same as in Example 1.
[0119] Its preparation method is identical with embodiment 1. Prepare medium temperature asphalt mixture.
[0120] The prepared medium-temperature asphalt mixture has been subjected to immersion Marshall test and rutting test. The various test conditions are as follows:
[0121] 1. Water immersion Marshall test
[0122] The prepared medium-t...
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Abstract
Description
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