Stabilized Drainage Layer Using Polymer Binder

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Solution Overview

Problem

Existing erosion prevention systems face challenges in stabilizing drainage layers, particularly in areas susceptible to water flow, where aggregate materials may shift or migrate, leading to degradation of the system over time.

Innovation Solution

The proposed erosion prevention system includes a geotextile material over a top soil layer, a layer of aggregate material stabilized with a polymer resin or other binder material, and a layer of revetment blocks to direct water flow and enhance stability.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Productivity

If aggregate material is used in drainage layers, then drainage functionality is improved, but the aggregate may shift or migrate under water flow causing system degradation

Engineering Contradiction:
Improvedrainage functionalityVSAvoidaggregate stability
Core Design Contradiction:
ProductivityVSReliability

Solution Approach 1:

The patent applies a polymer binder to change the physical-chemical parameters of the aggregate material, transforming it from loose and movable to bound and stabilized. The binder modifies the surface properties of aggregate particles, creating cohesive forces that prevent migration while maintaining drainage functionality.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The invention creates a composite material system combining aggregate particles with polymer binder. This composite structure maintains the drainage capabilities of aggregate while adding stability through the binding agent, forming a stabilized drainage layer that resists erosion and material migration.

Inventive Principle:
Principle #40Composite materials

2Reliability

If binder material is applied to aggregate layer, then aggregate stability is improved, but porosity may be reduced affecting water flow

Engineering Contradiction:
Improveaggregate stabilityVSAvoidwater flow capability
Core Design Contradiction:
ReliabilityVSProductivity

Solution Approach 1:

The polymer binder is applied locally to specific surfaces of aggregate particles rather than saturating the entire structure. This localized binding provides stability where needed while leaving gaps and voids intact for water flow, maintaining both stability and drainage functionality simultaneously.

Inventive Principle:
Principle #3Local quality

Solution Approach 2:

The invention utilizes the porous nature of aggregate materials and applies binder in a way that preserves porosity. The binder coats particle surfaces and fills minor voids while maintaining the overall porous structure necessary for water infiltration and drainage, ensuring both stabilization and flow capability.

Inventive Principle:
Principle #31Porous materials

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 system effectively stabilizes the drainage layer, prevents erosion of the underlying soil, and extends the service life of the system by binding the aggregate material and maintaining porosity for water flow.

Implementation Method 1

at least some of a top portion of the layer of aggregate is bound together using a binder material

Methodology Applied
Scientific EffectAdhesion: Adhesive

Implementation Method 2

bound together using a binder material that can be applied during or after installation of the aggregate material

Methodology Applied
Scientific EffectCohesion: Cohesion

Implementation Method 3

maintaining porosity for water flow

Methodology Applied
Scientific EffectPorosity: Porosity

Data Source

PatentUS20250027286A1Stabilized drainage layer and erosion prevention systems
Publication Date: 2025.01.23 CONTECH ENGINEERED SOLUTIONS LLC
  • US20250027286A1 patent drawing
  • US20250027286A1 patent drawing
  • US20250027286A1 patent drawing

AI summary

A system includes a geotextile material disposed over a layer of soil, a layer of aggregate disposed over the geotextile material, and a binder applied onto or over the layer of aggregate. At least some of the aggregate material is mixed with or bound together with the binder, in a top portion of the aggregate layer extending to a selected depth. The bound aggregate and binder can be substantially permeable to water flow, and configured to reduce erosion, migration or movement of the aggregate material and soil. A layer of revetment blocks can be installed over the aggregate, in order to direct water flow.