Oxidized Polyethylene Polymer Asphalt-Rubber Binder

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Solution Overview

Problem

Asphalt-rubber binders used in paving materials often experience softening and bleeding in warmer climates, leading to pavement compromise due to insufficient softening point temperatures, especially in high-traffic and high-stop areas.

Innovation Solution

Incorporating an oxidized polyethylene polymer additive into the asphalt-rubber binder, which increases the softening point temperature and enhances rutting resistance, while maintaining stability against ultraviolet degradation and cracking at lower temperatures.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Temperature

If asphalt-rubber binder is used in warmer climates, then the pavement can withstand normal traffic conditions, but the softening point temperature is insufficient causing bleeding and flushing in high-temperature areas

Engineering Contradiction:
Improvesoftening point temperatureVSAvoidresistance to bleeding and flushing
Core Design Contradiction:
TemperatureVSReliability

Solution Approach 1:

The patent changes the chemical composition parameters of the asphalt-rubber binder by incorporating specific polymers (SBS, SEBS, SIS) to modify the softening point temperature. This parameter change allows the binder to maintain structural integrity at higher temperatures while preventing bleeding and flushing in warm climate conditions.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent creates a composite material system by combining asphalt-rubber binder with block copolymer modifiers (SBS, SEBS, SIS). This composite approach integrates the adhesive properties of asphalt with the elastic recovery and thermal stability of block copolymers, resulting in a material that resists both bleeding and cracking across temperature variations.

Inventive Principle:
Principle #40Composite materials

2Temperature

If polymer additives are added to increase softening point, then high-temperature performance improves, but the complexity of the asphalt composition increases

Engineering Contradiction:
Improvesoftening point temperatureVSAvoidcomposition complexity
Core Design Contradiction:
TemperatureVSDevice complexity

Solution Approach 1:

The patent systematically varies polymer content parameters (5-20% block copolymer, 3-15% styrene content, 1-10% elastomer content) to achieve optimal softening point enhancement. By controlling these parameters within specific ranges, the patent improves high-temperature performance while managing composition complexity through quantifiable guidelines.

Inventive Principle:
Principle #35Parameter changes

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The addition of oxidized polyethylene polymer effectively raises the softening point temperature of the asphalt-rubber binder, improving its performance grade and resistance to high-temperature rutting, thereby reducing pavement bleeding and maintaining aggregate retention in warmer climates.

Implementation Method 1

the polyethylene polymer additive increases the softening point temperature of the asphalt composition

Methodology Applied
Scientific EffectSoftening point temperature increase: Melting

Data Source

PatentUS9828505B2Polymer asphalt-rubber
Publication Date: 2017.11.28 MANHOLE ADJUSTING
  • US9828505B2 patent drawing
  • US9828505B2 patent drawing
  • US9828505B2 patent drawing

AI summary

Embodiments of the present invention are directed to compositions and methods for a thermoplastic paving composition including an asphalt rubber binder and a polyethylene polymer additive.