In-Line Asphalt Cement Heating for Long-Range Cold Recycling

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Solution Overview

Problem

The CIR process faces challenges due to the loss of heat in asphalt cement carried by supply trucks, leading to substandard quality repairs when the temperature falls below 290°-300°F, especially when operations are prolonged or conducted at a distance from the asphalt supply terminal.

Innovation Solution

A method and apparatus that includes a heater integrated into the CIR train to continuously heat the asphalt cement as it is withdrawn from the supply tank, maintaining it within the optimal temperature range for effective use in the CIR process.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Adaptability or versatility

If asphalt cement is transported over long distances or for prolonged periods, then the supply range and operational flexibility are improved, but the temperature of the asphalt cement decreases leading to substandard quality

Engineering Contradiction:
Improvesupply rangeVSAvoidasphalt cement temperature
Core Design Contradiction:
Adaptability or versatilityVSTemperature

Solution Approach 1:

The heater is activated before the asphalt cement temperature drops below the optimal range, maintaining temperature proactively during transport and operation. This preliminary heating action prevents temperature loss rather than correcting it after the fact, ensuring consistent quality regardless of transport distance or duration.

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The heater provides continuous heating throughout the transport and operation process, maintaining asphalt cement temperature consistently within the optimal 290-300°F range. This continuous thermal maintenance eliminates temperature fluctuations that would otherwise occur during prolonged transport or stationary periods, enabling extended operational range without quality compromise.

Inventive Principle:
Principle #20Continuity of useful action

2Temperature

If the heater is activated continuously, then the asphalt cement temperature is maintained within optimal range, but the energy consumption increases

Engineering Contradiction:
Improveasphalt cement temperatureVSAvoidheater energy consumption
Core Design Contradiction:
TemperatureVSUse of energy by moving object

Solution Approach 1:

The temperature sensor continuously monitors asphalt cement temperature and provides feedback to the heater control system. Based on this feedback, the heater is activated only when temperature drops below the optimal 290-300°F range, rather than running continuously. This closed-loop control maintains temperature consistency while minimizing unnecessary energy consumption during periods when temperature is already adequate.

Inventive Principle:
Principle #23Feedback

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

Ensures the CIR process can proceed without concerns about asphalt cement heat loss, maintaining the quality of the repaired roadway by keeping the asphalt cement within the desired temperature range, thereby ensuring a consistent and high-quality repair.

Implementation Method 1

A use of heater for asphalt cement that is carried in a supply tank... the heater is adapted to heat the asphalt cement continuously as it is withdrawn from the supply tank

Methodology Applied
Scientific EffectHeating: Heating

Data Source

PatentUS10246836B2Cold in-place recycling with in-line heater for asphalt cement
Publication Date: 2019.04.02 ROADTEC INC
  • US10246836B2 patent drawing
  • US10246836B2 patent drawing
  • US10246836B2 patent drawing

AI summary

A CIR train that is adapted to traverse a roadway of asphalt pavement in order to recycle and repair the asphalt pavement includes a milling machine for removing asphalt paving material from the roadway. The CIR train also includes an asphalt cement supply tank and a mechanism for dispensing asphalt cement onto asphalt paving material that has been removed from the roadway. A heater is in fluid communication with the asphalt cement supply tank and the mechanism for dispensing asphalt cement on the asphalt paving material that has been removed from the roadway. The heater is adapted to heat the asphalt cement from the asphalt cement supply tank prior to said asphalt cement being dispensed on the asphalt paving material that has been removed from the roadway.