Post-Tensioning Anchor Sealing for Corrosion-Resistant Concrete Support

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Solution Overview

Problem

Current post-tensioning systems face challenges with corrosion, particularly at the juncture of tendons and anchors, due to the use of mild steel cables and inefficient anchor securing methods, which can compromise the integrity of the connection and lead to corrosion issues.

Innovation Solution

A post-tensioning system that includes a pocket-former member engaging an anchor and a bolt member, secured to a form without nails, using a cold shrink member that contracts to seal the junction between the anchor and strand without heat application, and a cap to protect the tendon tail from corrosion.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Ease of manufacture

If mild steel cables are used for tendons, then cost is reduced and ductility is improved, but corrosion resistance deteriorates

Engineering Contradiction:
ImprovecostVSAvoidcorrosion resistance
Core Design Contradiction:
Ease of manufactureVSReliability

Solution Approach 1:

A corrosion-resistant coating or protective layer is applied to the mild steel tendon, serving as an intermediary barrier between the steel and corrosive environment. This allows the use of cost-effective mild steel while preventing corrosion, thus resolving the contradiction between cost and corrosion resistance.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Ease of operation

If traditional nail-driven anchor securing is used, then installation simplicity is maintained, but connection integrity and corrosion protection deteriorate

Engineering Contradiction:
Improveinstallation simplicityVSAvoidconnection integrity
Core Design Contradiction:
Ease of operationVSReliability

Solution Approach 1:

The traditional mechanical nail-driven anchor securing system is replaced with a chemical adhesive bonding system or a friction-based mechanical interlock system. This substitution maintains ease of installation while significantly improving connection integrity and providing better corrosion protection by eliminating nail holes that could serve as corrosion pathways.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

3Reliability

If heat-dependent couplers are used to seal the anchor-strand junction, then sealing effectiveness is improved, but installation complexity and safety risks increase

Engineering Contradiction:
Improvesealing effectivenessVSAvoidinstallation complexity
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The heat-dependent sealing process is replaced with a cold-shrink sleeve or a mechanical compression seal system. The cold-shrink sleeve uses elastic recovery to create a tight seal without heat, while the mechanical compression seal uses bolt pressure to achieve sealing. Both alternatives maintain sealing effectiveness while eliminating the complexity and safety risks of heat application.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

4Reliability

If heat application is used for coupler sealing, then seal quality is improved, but safety risks and energy consumption increase

Engineering Contradiction:
Improveseal qualityVSAvoidsafety risks
Core Design Contradiction:
ReliabilityVSObject-affected harmful factors

Solution Approach 1:

The thermal sealing process is replaced with a mechanical or elastic sealing system such as cold-shrink sleeves or compression seals. These systems achieve equivalent or superior seal quality without the safety hazards of heat application, including burns, fire risks, and thermal damage to surrounding materials.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

5Manufacturing precision

If anchor members are secured to forms, then positioning accuracy is improved, but form integrity and ease of removal deteriorate

Engineering Contradiction:
Improvepositioning accuracyVSAvoidform integrity
Core Design Contradiction:
Manufacturing precisionVSStrength

Solution Approach 1:

The anchor securing system is divided into modular components with distinct functions: positioning elements that ensure accuracy and release elements that facilitate form removal. This segmentation allows the anchor to be precisely positioned during construction while maintaining form integrity and enabling easy form stripping afterward.

Inventive Principle:
Principle #1Segmentation

6Strength

If tendon tensioning is performed with high force, then structural strength is improved, but risk of tendon snapping and worker injury increases

Engineering Contradiction:
Improvestructural strengthVSAvoidsafety risks
Core Design Contradiction:
StrengthVSObject-affected harmful factors

Solution Approach 1:

Energy-absorbing devices or controlled-release mechanisms are incorporated into the tendon tensioning system before tensioning begins. These devices provide a safety buffer that can absorb sudden energy release if the tendon snaps, thereby maintaining the ability to apply high tension forces while protecting workers from injury.

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

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

This solution enhances the integrity of the tendon-anchor connection, reduces the risk of corrosion, and facilitates faster, safer installation by eliminating nail-driven anchor securing and heat-dependent couplers, while maintaining a watertight seal and protecting against environmental exposure.

Implementation Method 1

using a cold shrink member that contracts to seal the junction between the anchor and strand without heat application

Methodology Applied
Scientific EffectCold shrink: Thermal Contraction

Data Source

PatentUS11680407B2Systems and methods for post-tensioning in concrete support systems
Publication Date: 2023.06.20 POST TECH MFG LLC
  • US11680407B2 patent drawing
  • US11680407B2 patent drawing
  • US11680407B2 patent drawing

AI summary

A system, method, and apparatus for post-tensioning in masonry-based system, especially concrete support systems. In one embodiment, a system is presented that can include an anchor, pocket-former, and bolt, wherein the pocket-former can be configured to engage each of the anchor and bolt to facilitate securing of the system to a form. In another embodiment, a method of post-tensioning is presented, wherein a tendon can be suspended at the live end via connections facilitated by a pocket-former. In another embodiment, a system and method of post-tensioning is presented that prevents a pocket and anchor from being contaminated with debris that could ultimately compromise the integrity of the tensioned material.