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Polymer
modified paving asphalt¡¡¡¡
¡¡¡¡The
development of road traffic calls for increasingly strict
requirements for the anti-plastic deformation performance,
anti-cracking performance and durability of roads. Adding
polymers to paving asphalts has been proved to be a good
solution. However, polymer and asphalt show big isolation
inclination due to their different physical and chemical
characteristics, which makes stable asphalt hot very
difficult.
¡¡¡¡FRIPP
has carried out extensive study and determined the
technical plan for improving the storage stability of
paving asphalt by adding stabilizers. Table 2 lists the
main specifications of the commercial SBS modifies
asphalts from 5 crude oils under proper processes. The
data show that the asphalt products meet the JTJ036-98
standard.
Table
2 Properties of main products from modification process
|
Crude
oil |
Saudi
Medium |
Iran |
Kuwait |
Tahe |
Suizhong
36-1 |
|
Product
properties |
|
|
|
|
|
|
Penetration£¨25¡æ£¬100g£¬5s£©£¬1/10mm |
106 |
101 |
98 |
84 |
95 |
|
PI |
1.062 |
0.002 |
1.03 |
1.590 |
-0.412 |
|
Ductility£¨5¡æ£¬5cm/min£©£¬cm |
78 |
64 |
73 |
61 |
76 |
|
Softening
point£¬¡æ |
77 |
80 |
85 |
60 |
65 |
|
Kinematic
viscosity£¨135¡æ£©£¬Pa.s |
2.20 |
2.03 |
2.17 |
1.24 |
1.38 |
|
Flash
point£¬¡æ |
£¾230 |
£¾230 |
£¾230 |
236 |
£¾230 |
|
Solubility£¬% |
£¾99.9 |
£¾99.9 |
£¾99.9 |
99.95 |
99.97 |
|
Difference
between separation and softening points£¬¡æ |
-0.4 |
0.3 |
0.6 |
0.3 |
-0.5 |
|
Elasticity
recovery£¨25¡æ£©£¬% |
96.1 |
99.8 |
99.9 |
95.1 |
86.7 |
|
Aster-TFOT
residue |
¡¡
|
¡¡
|
¡¡
|
¡¡
|
¡¡
|
|
¡¡Mass
loss£¬% |
0.03 |
-0.05 |
0.08 |
-0.28 |
0.01 |
|
¡¡Penetration
ratio£¨25¡æ£©£¬% |
75 |
76 |
71 |
77 |
81 |
|
¡¡Ductility£¨5¡æ£©£¬cm |
50 |
50 |
65 |
28 |
47 |
¡¡¡¡In
September 2001, WEPEC adopted FRIPP¡¯s technology and
produced the polymer-modified asphalt that meets the ¡°Technical
Requirements for Polymer Modified Paving Asphalt¡±
and was successfully applied in the construction of
Changchun-Fuyu section of Tong-San highway in 2002.
¡¡¡¡¡¡¡¡¡¡¡¡
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