Tubular reactor ethylene/alkyl acrylate copolymer as polymeric modifiers for asphalt
A technology of alkyl acrylate and tubular reactor, which is applied in the direction of building structure, building components, building insulation materials, etc., and can solve the problems of plastic body fatigue resistance, creep resistance, cold resistance and cracking resistance, etc.
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1 and 2
[0048] A series of 6 polymer-modified bitumen was prepared as previously described. The first trial was a PMA paving application using a control of a technical grade epoxy-functionalized ethylene copolymer (EnBAGMA with a conventional concentration (1.5 wt%) of polymer additive). The second and the third test adopt the ethylene / methyl acrylate copolymer (25% by weight MA) produced by the tubular reactor of the present invention, which is characterized by a melt index of 0.7, mixed with two different pitches respectively, the polymer The additive concentration is 4% by weight. The last three runs used ethylene vinyl acetate copolymer (33% by weight VA) and two comparative autoclaved ethylene / methyl acrylates. A detailed description of these experiments and the data obtained are given in Table 1 below. These data show that the tubular reactor produced EMA behaves like the reactive EnBAGMA polymer additive and outperforms autoclave produced EMA or EVA polymers.
[0049] ...
Embodiment 3-22
[0056] Following a method similar to Examples 1 and 2, the ethylene / alkyl acrylate copolymer and the epoxy-functionalized ethylene / alkyl acrylate / glycidyl methacrylate terpolymer prepared using a tubular reactor Mixture A series of 20 additional polymer-modified bitumen was prepared. The first 8 trials had no subsequent addition of acid. The remaining 12 polymer-modified asphalts were treated with two different acid concentrations of superphosphoric acid (equivalent to 105% H 3 PO 4 )deal with. Use 3 different commercial asphalts. A detailed description of these experiments and the data obtained are given in Table 2 below. These data show that when tubular reactor-made EMA copolymers are used as polymer additives in combination with reactive EnBAGMA, both stiffness and elasticity are enhanced at reduced total polymer loading.
[0057] SPA(1)
%weight
base asphalt
test limit
PG rating
elastic back
complex
...
Embodiment 23-25
[0068] Three additional polymer-modified bitumens were prepared using tubular reactor made blends of EMA and EnBAGMA following a procedure similar to the previous examples. In each test, 2.5% by weight of tubular reactor EMA and 1.0% by weight of EnBAGMA were added to the same bitumen, and the elastic recovery and phase angle were measured after aging of the PMA bitumen. The obtained data are shown in Table 3.
[0069] 2.5% by weight
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 