Accelerated Corrosion Testing Apparatus for Cracked Concrete

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Solution Overview

Problem

There is a lack of methods and devices for accelerating the corrosion of reinforcing steel in reinforced concrete specimens with cracking, making it difficult to determine the deterioration state of reinforced concrete structures due to reinforcing steel corrosion.

Innovation Solution

An accelerated corrosion test method and apparatus that uses a moisture sensor and weight measuring instrument to control a moisture supply and removal device, alternately performing wetting and drying steps to accelerate corrosion by managing moisture levels within the cracked concrete.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Productivity

If conventional corrosion testing methods are used on reinforced concrete specimens with cracking, then the test can be performed with simple equipment, but the corrosion process takes an extremely long time and cannot determine deterioration state in a practical period

Engineering Contradiction:
Improvecorrosion test speedVSAvoidtime to determine deterioration state
Core Design Contradiction:
ProductivityVSLoss of time

Solution Approach 1:

The patent applies periodic action by alternately performing wetting and drying cycles on the cracked reinforced concrete specimen. The wetting step supplies moisture to accelerate corrosion, while the drying step removes excess moisture. This periodic alternation creates favorable conditions for rapid corrosion progression without requiring continuous moisture exposure, thereby achieving accelerated corrosion testing within a practical time frame.

Inventive Principle:
Principle #19Periodic action

Solution Approach 2:

The patent changes the moisture parameter dynamically through controlled wetting and drying steps. By adjusting moisture content periodically rather than maintaining constant humidity, the corrosion rate is significantly accelerated. The moisture sensor and weight measuring instrument monitor these parameter changes to ensure optimal corrosion conditions are maintained throughout the testing period.

Inventive Principle:
Principle #35Parameter changes

2Productivity

If moisture is continuously supplied to accelerate corrosion, then corrosion rate increases, but oxygen supply becomes insufficient and corrosion cannot proceed effectively

Engineering Contradiction:
Improvecorrosion rateVSAvoidoxygen availability
Core Design Contradiction:
ProductivityVSQuantity of substance

Solution Approach 1:

The patent resolves this contradiction by implementing periodic wetting and drying cycles. During the wetting step, moisture is supplied to enable electrochemical corrosion reactions. During the drying step, moisture is removed allowing oxygen to penetrate and replenish supply. This periodic alternation ensures both moisture and oxygen are available at appropriate times, maintaining high corrosion rates without oxygen depletion.

Inventive Principle:
Principle #19Periodic action

3Ease of operation

If manual inspection methods are used to detect cracking, then the inspection process is simple, but the time interval between inspections allows cracking to progress undetected

Engineering Contradiction:
Improveinspection simplicityVSAvoidtime delay in crack detection
Core Design Contradiction:
Ease of operationVSLoss of time

Solution Approach 1:

The patent applies self-service by using the cracked reinforced concrete specimen itself to generate detection signals. The moisture sensor and weight measuring instrument automatically detect changes caused by cracking and corrosion progression without requiring external inspection intervention. This self-monitoring capability enables continuous detection, eliminating time delays associated with manual inspection intervals while maintaining operational simplicity.

Inventive Principle:
Principle #25Self-service

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 approach effectively accelerates the corrosion of reinforcing steel in cracked reinforced concrete specimens, reducing the time required for the corrosion test and enabling earlier assessment of the deterioration state of reinforced concrete structures.

Implementation Method 1

a control terminal is connected both to a moisture sensor disposed near the reinforcing steel exposed from the cracked portion of the concrete

Methodology Applied
Scientific EffectMoisture detection:

Implementation Method 2

to a weight measuring instrument that measures a weight of the reinforced concrete specimen

Methodology Applied
Scientific EffectWeight measurement: Gravitation

Implementation Method 3

a drying step of terminating the wetting step and removing moisture in the inside of the crack and moisture on the exposed surface of the reinforcing steel

Methodology Applied
Scientific EffectEvaporation: Evaporation

Implementation Method 4

supplying moisture to the inside of a crack in the cracked concrete

Methodology Applied
Scientific EffectCapillary action: Capillary Action

Data Source

PatentUS11867609B2Method and apparatus for accelerated corrosion testing
Publication Date: 2024.01.09 NIPPON TELEGRAPH & TELEPHONE CORP
  • US11867609B2 patent drawing
  • US11867609B2 patent drawing
  • US11867609B2 patent drawing

AI summary

An accelerated corrosion test apparatus includes: a moisture sensor disposed near the reinforcing steel exposed from a cracked portion of concrete; a weight measuring instrument that measures a weight of the reinforced concrete specimen; and a control terminal that is connected both to the moisture sensor and to the weight measuring instrument and controls a temperature and humidity control device, thereby alternately and repeatedly performing a wetting step of supplying moisture to the inside of a crack in the cracked concrete, and a drying step of removing moisture in the inside of the crack and moisture on the exposed surface of the reinforcing steel, wherein the control terminal terminates the wetting step and starts the drying step when moisture is detected in the moisture sensor, or when change in slope of weight change of the reinforced concrete specimen is detected, after the start of the wetting step.