Color emulsified asphalt and preparation method thereof
A technology of colored asphalt and emulsified asphalt, which is applied in the field of composite modified colored emulsified asphalt formula and its preparation, can solve the problems of low softening point of emulsified asphalt, inability to use black asphalt, and high cost of colored pavement, and achieve excellent road performance and improved High temperature stability of the seal layer and its low temperature crack resistance, the effect of improving high temperature stability and low temperature crack resistance
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[0043] Examples 1~5
[0044] Raw materials used:
[0045] A. Lubricating oil refined extraction oil, produced by Taiwan PetroChina Co., Ltd., trade name: Guoguang brand rubber softening oil, 40°C viscosity 3.1Pa.S, flash point: 253°C, aromatic content: 74.7wt%, 15°C density: 0.94 g / cm3.
[0046] B C9 petroleum resin, product of Korea Kolon Corporation, trade name: Hikotack P140, softening point 145°C, average molecular weight (GPC method) 2200
[0047] C N,N’-ethylene bisoleic acid amide, produced by Jiangxi Weike Grease Chemical Co., Ltd.
[0048] D modifier SBR latex is cationic styrene butadiene latex, PC1468 produced by MeadWestvaco, USA
[0049] Heat the refined extracted oil of lubricating oil to 175℃, then add C9 petroleum resin, N,N'-ethylenebisoleic acid amide and SBR latex, and use a stirrer to stir at 200 rpm for 60 minutes, that is Prepare the finished cementitious material. The specific composition ratio (weight percentage) and the results of the cementing material te...
Example
[0050] Comparative Examples 1~2
[0051] A cementitious material prepared by the same method as in Examples 1 to 5, wherein Comparative Example 1 does not add N,N'-ethylenebisoleic acid amide, and Comparative Example 2 does not add SBR latex. The specific composition ratio (weight percentage) See Table 1. The results of the cementing materials tested using the testing method specified in the JTJ052-2000 standard "Testing Regulations for Asphalt and Asphalt Mixtures for Highway Engineering" of the Ministry of Communications are shown in Table 1. The cement and aggregate were mixed with Marshall specimens and rutting specimens, in which 50% by weight of stone 4.75-9.5mm basalt stone, 10% by weight of 2.363-4.75mm limestone, 32% by weight of 0-2.36mm Limestone, the cement in the mixture accounts for 4.6% of the total weight of the mixture. The molding method of the mixture is carried out in accordance with the standard method specified in the Chinese Ministry of Communications Standa...
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[0055] Example 6-10
[0056] Prepare the colored asphalt cement according to the proportion in Table 2, and then heat the colored asphalt cement to 125°C to make it completely melted, and stir to make it evenly mixed. Take the corresponding water, add the MQK-1D emulsifier produced by MeadWestvaco and the corresponding modifier SBR latex to this water, and add the hydrochloric acid solution to adjust the acid value, so that the pH of the solution is 2.1, stir evenly, and heat up to 60℃, color The composition of emulsified asphalt is shown in Table 2. Mix the colored asphalt cement prepared above and the soap solution and grind it through a colloid mill for 1 to 3 times. The properties are shown in Table 2.
[0057] Table 2
[0058]
[0059]
[0060] Test method: 1. The softening point of evaporation residue, ℃: ASTM D36, China T0606-2000
[0061] 2. Viscosity of evaporation residue, Pa.s: China T0625-2000
[0062] 3. BBR index S of evaporation residue, Mpa, m: AASHTO: TP1-98
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