A low-temperature hydraulic asphalt and a method for detecting the freeze-off temperature of its substitute mixture
A low-temperature, hydraulic technology, applied to building thermal insulation materials, using stable tension/pressure to test the strength of materials, building components, etc., can solve the problems of low test accuracy, easy to generate eccentric force, single function, etc. Cost, saving detection time, simple and effective detection method
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Embodiment 1
[0019] Weighing by weight: 70.5 parts of heavy traffic asphalt produced by CNOOC SZ36-1 crude oil; 12.69 parts of rubber powder; 3.88 parts of 791-H SBS modifier of Yueyang Petrochemical; 12.69 parts of oil extracted from the third line of CNOOC; The company produces 0.25 copies of stabilizer.
[0020] The preparation method is as follows: First, melt and mix the heavy traffic asphalt and the compatibilizer minus the three-line extraction oil, then heat to 185-190°C, then add rubber powder into the asphalt and shear for 2 hours, then add SBS modifier into the asphalt to shear After 2 hours, the stabilizer was slowly added to the asphalt and sheared for 15 minutes at a shear rate of 3000r / h. Finally, the sheared asphalt was uniformly stirred for 12 hours under the conditions of 900 r / min and 175° C. to obtain low-temperature hydraulic asphalt.
[0021] According to the T0627-2011 asphalt flexural creep stiffness test (bending beam rheometer method) in the JTG E20-2011 highway ...
Embodiment 2
[0023] Weighing by weight: 65.64 parts of heavy traffic asphalt produced by CNOOC SZ36-1 crude oil; 13.13 parts of rubber powder; 3.94 parts of 791-H SBS modifier of Yueyang Petrochemical; 17.07 parts of oil extracted from the third line of CNOOC; The company produces 0.23 copies of stabilizer. The preparation method is the same as in Example 1.
[0024] According to the T0627-2011 asphalt flexural creep stiffness test (bending beam rheometer method) in the JTG E20-2011 highway engineering asphalt and asphalt mixture test regulations, the BBR value of hydraulic asphalt samples was tested.
Embodiment 3
[0026] Weighing by weight: 60.44 parts of heavy traffic asphalt produced by CNOOC SZ36-1 crude oil; 6.04 parts of rubber powder; 7.86 parts of 791-H SBS modifier of Yueyang Petrochemical Company; The company produces 0.27 copies of stabilizer. The preparation method is the same as in Example 1.
[0027] According to the T0627-2011 asphalt flexural creep stiffness test (bending beam rheometer method) in the JTG E20-2011 highway engineering asphalt and asphalt mixture test regulations, the BBR value of hydraulic asphalt samples was tested.
[0028] The heavy traffic asphalt selected in the above examples meets the technical requirements for road petroleum asphalt in JTGF40-2004.
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