Polymer Modified Bitumen With Isocyanate Crosslinking

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Solution Overview

Problem

Existing polymer modified bitumens face issues with high viscosity and lack of high-temperature storage stability, limiting their application in road and bridge pavements due to the use of unprocessed rubber granulate and complex, high-temperature preparation processes.

Innovation Solution

A 3-component system comprising an oil-rubber composition and a crosslinking agent with free isocyanate groups is used to chemically react with bitumen components, forming a polymer network that enhances the stability and elasticity of the bitumen, allowing for the use of up to 15% waste rubber without increasing viscosity significantly.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Loss of substance

If unprocessed rubber granulate is used as bitumen modifier, then waste rubber recycling is achieved, but viscosity increases significantly above 15% wt addition

Engineering Contradiction:
Improvewaste rubber recyclingVSAvoidviscosity
Core Design Contradiction:
Loss of substanceVSObject-generated harmful factors

Solution Approach 1:

The rubber granulate undergoes preliminary devulcanization treatment before being added to bitumen. This pre-treatment breaks down the crosslinked sulfur bonds in the rubber, reducing its molecular weight and viscosity contribution, thereby enabling higher waste rubber content without excessive viscosity increase

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The invention changes the chemical structure of the rubber modifier by removing sulfur crosslinks through devulcanization. This parameter change in the rubber's molecular structure fundamentally alters its rheological properties when mixed with bitumen, allowing higher concentrations without viscosity penalties

Inventive Principle:
Principle #35Parameter changes

2Loss of substance

If unprocessed rubber granulate is used as bitumen modifier, then waste rubber recycling is achieved, but storage stability at high temperature deteriorates

Engineering Contradiction:
Improvewaste rubber recyclingVSAvoidstorage stability
Core Design Contradiction:
Loss of substanceVSStability of the object's composition

Solution Approach 1:

The rubber granulate undergoes preliminary devulcanization treatment before being added to bitumen. This pre-treatment breaks down the crosslinked sulfur bonds in the rubber, reducing its molecular weight and viscosity contribution, thereby enabling higher waste rubber content without excessive viscosity increase

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The invention changes the chemical structure of the rubber modifier by removing sulfur crosslinks through devulcanization. This parameter change in the rubber's molecular structure fundamentally alters its rheological properties when mixed with bitumen, allowing higher concentrations without viscosity penalties

Inventive Principle:
Principle #35Parameter changes

3Reliability

If complex high-temperature preparation process is used, then bitumen modification is achieved, but process complexity and energy consumption increase

Engineering Contradiction:
Improvebitumen modificationVSAvoidpreparation process
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The rubber granulate undergoes preliminary devulcanization treatment before being added to bitumen. This pre-treatment breaks down the crosslinked sulfur bonds in the rubber, reducing its molecular weight and viscosity contribution, thereby enabling higher waste rubber content without excessive viscosity increase

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The invention changes the chemical structure of the rubber modifier by removing sulfur crosslinks through devulcanization. This parameter change in the rubber's molecular structure fundamentally alters its rheological properties when mixed with bitumen, allowing higher concentrations without viscosity penalties

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 method results in bitumen with improved high-temperature stability, reduced viscosity, and enhanced physico-mechanical properties, enabling its use in road construction and other applications without the limitations of previous technologies.

Implementation Method 1

a crosslinking agent with free isocyanate groups which chemically react with bitumen components, so as to form a polymer network

Methodology Applied
Scientific EffectChemical bonding: Chemical Bonding

Implementation Method 2

due to the presence of sulfur in their structure and under their influence, the formation of chemical bonds between rubber granulate and bitumen components occurs

Methodology Applied
Scientific EffectCovalent bonding: Chemical Bonding

Data Source

PatentEP3636685B1Polymer modified bitumen, method for preparation of polymer modified bitumen and modifying agent for bitumen
Publication Date: 2024.08.07 POLITECHNIKA GDANSKA
  • EP3636685B1 patent drawing
  • EP3636685B1 patent drawing
  • EP3636685B1 patent drawing

AI summary

The invention relates to bitumen modifying agent, polymer modified bitumen, being modified by physical and chemical methods, and the methods for preparation of polymer modified bitumen. Polymer modified bitumen comprises bitumen and oil-rubber composition, obtained by mixing shredded waste rubber with castor oil, and also comprises crosslinking component with reactive isocyanate groups (NCO) in its structure. Polymer modified bitumen contains, calculated on the weight of polymer modified bitumen, bitumen in the amount from 77% wt. to 95% wt. and oil-rubber composition in the amount from 4% wt. to 20% wt., while content of particles of waste rubber is from 4% wt. to 18% wt., while castor oil is from 0,25% wt. to 3% wt.. The polymer modified bitumen additionally comprises crosslinking component in the form of compound with free isocyanate groups (NCO) in the amount from 0,25% wt. to 3% wt.