Method for preparing bituminous concrete pavement anti-rutting agent from directly-liquefied coal residue
A technology of direct coal liquefaction and asphalt concrete, applied in the field of materials, can solve the problems of high production costs of anti-rutting agents, achieve the effects of reducing material costs, simple preparation process, and significant economic benefits
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Embodiment 1
[0027] 3000 grams of coal direct liquefaction residue, 3000 grams of high-pressure low-density polyethylene, 500 grams of No. 70 pitch, 30 grams of polyethylene wax, at 120-240 o It is mixed and extruded in the temperature range of C, and cut into 2-4mm solid anti-rutting agent by water cooling at room temperature.
[0028] The test uses the Marshall design method to determine the optimal asphalt dosage of the asphalt mixture when 0.4% of the total weight of the raw materials is added to the anti-rutting agent prepared by the present invention, and the rutting test piece and the Marshall test piece are formed under the optimal asphalt dosage condition (50 double-sided compaction), the rutting test and freeze-thaw splitting test are used to test the dynamic stability and TSR value of the asphalt mixture at 0.4% of the total weight of the anti-rutting agent as the raw material to evaluate the asphalt mixture High temperature stability and water stability performance.
[0029] When 0....
Embodiment 2
[0032] 2500 grams of coal direct liquefaction residue, 3000 grams of high-pressure low-density polyethylene, 600 grams of No. 90 asphalt, 20 grams of polyethylene wax, at 120-240 o Mixing, extrusion molding in the temperature range of C, water-cooling cutting at room temperature to make 2-4mm anti-rutting agent.
[0033] The test method is the same as in Example 1.
[0034] When 0.4% of the total weight of the raw material is added to the anti-rutting agent of the present invention in the asphalt mixture, the anti-rutting agent prepared in Example 2 is added to the asphalt concrete material to make an anti-rutting test sample. o Under the condition of wheel pressure of 0.7±0.05Mpa, the rutting resistance (dynamic stability) tested is 5076 times / mm, the result of freeze-thaw splitting test (water stability) TRS is 88%, and other technical indicators can meet the Ministry of Transport The requirements of the standard JTGF40-2004 "Technical Code for Highway Asphalt Pavement Constructio...
Embodiment 3
[0037] 2000 grams of coal direct liquefaction residue, 3000 grams of high-pressure low-density linear polyethylene, 500 grams of No. 90 asphalt, 25 grams of polyethylene wax, at 120-240 o Mixing, extrusion molding in the temperature range of C, water-cooling cutting at room temperature to make a solid anti-rutting agent of 2-4mm.
[0038] The test method is the same as in Example 1.
[0039] When 0.4% of the total weight of the raw material is added to the anti-rutting agent of the present invention in the asphalt mixture, the anti-rutting agent prepared in Example 3 is added to the asphalt concrete material to make an anti-rutting test sample. o Under the condition of wheel pressure of 0.7±0.05Mpa, the rutting resistance (dynamic stability) tested is 4937 times / mm, and the result of freeze-thaw splitting test (water stability) TRS is 91%. Other technical indicators can meet the requirements of the Ministry of Transport. The requirements of the standard JTGF40-2004 "Technical Code f...
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