Underground Pipe Encapsulation Foam with Reinforcing Membranes

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Solution Overview

Problem

Underground pipelines face stress and rupture risks due to abrasive contents in the ground and thermal expansion, leading to potential environmental hazards and economic losses.

Innovation Solution

A kit comprising elongate foam sections that form a longitudinally elongate cavity around the pipeline, with a securing arrangement and low-density foam for cushioning, along with reinforcing membranes to provide support and protection against external pressures and deformation.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Ease of manufacture

If the pipeline is installed directly in the ground, then installation is simple and cost-effective, but the pipeline is subjected to stress from abrasive contents and thermal expansion, leading to rupture risks

Engineering Contradiction:
Improveinstallation simplicityVSAvoidpipeline integrity
Core Design Contradiction:
Ease of manufactureVSReliability

Solution Approach 1:

The patent introduces an intermediary encapsulation system consisting of foam sections that wrap around the pipeline. This mediator absorbs the mechanical stress from abrasive ground contents and thermal expansion, protecting the pipeline while maintaining installation simplicity. The foam sections act as a cushioning layer between the pipeline and the harsh external environment.

Inventive Principle:
Principle #24Intermediary (Mediator)

Solution Approach 2:

The patent applies beforehand cushioning by pre-positioning foam sections around the pipeline before backfilling. These foam sections are designed to cushion the pipeline against future thermal expansion and external ground forces, preventing stress concentration and potential rupture before they occur.

Inventive Principle:
Principle #11Beforehand cushioning (Prior cushioning)

2Strength

If rigid protection structures are used to protect the pipeline, then protection against external stress is improved, but the pipeline cannot accommodate thermal expansion and contraction movements

Engineering Contradiction:
Improveprotection against external stressVSAvoidthermal movement accommodation
Core Design Contradiction:
StrengthVSAdaptability or versatility

Solution Approach 1:

The patent changes the physical parameter of the protection material from rigid to flexible foam sections. This flexible foam provides structural support and protection against external stress while simultaneously allowing the pipeline to expand and contract thermally without restriction, resolving the contradiction between strength and adaptability.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent employs flexible foam sections as protective shells around the pipeline. These flexible shells provide mechanical protection against ground abrasion and external forces while maintaining the ability to deform with thermal expansion, unlike rigid protection structures that would constrain movement.

Inventive Principle:
Principle #30Flexible shells and thin films

3Reliability

If foam sections are used to protect the pipeline, then cushioning and movement permission are improved, but the foam sections may deform or puncture under external pressure

Engineering Contradiction:
Improvecushioning effectivenessVSAvoidresistance to deformation and puncture
Core Design Contradiction:
ReliabilityVSStrength

Solution Approach 1:

The patent uses composite construction by embedding reinforcing membranes within the foam sections. This creates a composite material structure where the foam provides cushioning and flexibility while the reinforcing membranes add tensile strength and puncture resistance, simultaneously improving both reliability and strength.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The patent applies local quality by placing reinforcing membranes at specific locations within the foam sections where stress concentration is most likely to occur. This targeted reinforcement provides enhanced strength and puncture resistance at critical areas while maintaining the overall cushioning properties of the foam.

Inventive Principle:
Principle #3Local quality

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 solution effectively reduces stress on the pipeline, protects it from abrasive contents and thermal expansion, and prevents rupture, enhancing pipeline longevity and safety while allowing for movement due to thermal changes.

Implementation Method 1

a volume of low density foam which is less dense than a material of the first and second foam sections for filling unoccupied space in the cavity; whereby the volume of low density foam provides cushioning for the length of pipe such that movement of the length of pipe within the cavity is permitted and stress on the length of pipe is reduced

Methodology Applied
Scientific EffectCushioning: Damping

Implementation Method 2

the foam material, such as of the foam sections, may be suited for thermally insulating the length of pipe so as to resist frost build up thereon and reduce thermal expansion and contraction of the pipe

Methodology Applied
Scientific EffectThermal insulation: Thermal Insulation

Implementation Method 3

the piping moves in the ground due to thermal expansion and contraction

Methodology Applied
Scientific EffectThermal expansion: Thermal Expansion

Data Source

PatentUS10107442B2Encapsulation system and kit for a length of pipe disposed underground
Publication Date: 2018.10.23 PLATINUM INSULATING SERVICES LTD
  • US10107442B2 patent drawing
  • US10107442B2 patent drawing
  • US10107442B2 patent drawing

AI summary

A kit for encapsulating a length of pipe features first and second foam sections cooperatively shaped to form a cavity with open ends in a working configuration of the foam sections for receiving the length of pipe therein. A low density foam, which is lower in density than the material of the foam sections, fills an unoccupied space in the cavity so as to provide cushioning for the length of pipe such that movement of the length of pipe within the cavity is permitted and stress on the length of pipe is reduced. The foam sections may be reinforced with reinforcing membranes carried in a main body of the respective foam section. The reinforcing membranes may act to hold the foam material of the respective section together and to prevent puncture along a full thickness of the foam sections from abrasive debris in the ground.