Introduction

The existing Shri Ganesha Temple required a proposed plan for an extension, including new beams and columns for a growing community.

Project
description

The facility comprises a single-storey portal framed industrial building, incorporating:

  • Steel columns, rafters, trusses, and purlins
  • Bondor insulated wall and ceiling panels
  • Large biofilter and tank systems used for aquaculture processes
  • Internal access systems including walkways, ladders, and pipe racks

As shown in the aerial layout and internal arrangement, the building is divided into:

  • Biofilter Area – housing treatment systems and access walkways
  • Tank Area – containing large operational tanks for processing

The structure operates in a highly aggressive coastal environment, located within approximately 500 metres of seawater exposure, with continuous internal humidity due to open water processing systems.


Challenge

  • Continuous exposure to salt-laden air and high humidity accelerated corrosion across structural and non-structural elements.
  • The facility had been inactive for approximately 12 years, resulting in deferred maintenance and undetected deterioration.
  • Transition from fish farming to seaweed processing introduced:
    • Increased internal moisture
    • Additional service loads (cabling, equipment)
  • Structural Degradation of Critical Elements
    • Steel columns exhibited significant section loss at base regions (up to complete perforation in areas)
    • Corrosion near bracing connections increased structural vulnerability under lateral loads
  • Walkways and ladders were found to be non-compliant with Australian Standards (AS1657).
  • Roof and wall leakage resulted in trapped moisture within wall panel channels, accelerating internal corrosion.


Solution

Incon delivered a detailed engineering audit supported by practical remediation strategies:

Structural Integrity Assessment

  • Visual inspection of all primary and secondary structural elements
  • Identification of corrosion severity and structural risk zones
  • Assessment of load paths and potential failure points

Targeted Remediation Strategy

Steel Columns

  • Installation of reinforcing steel plates (10mm thick) at corroded zones
  • Localised strengthening where section loss exceeded acceptable limits
  • Surface preparation and application of high-build epoxy protective coatings

Wall Systems (Bondor Panels)

  • Replacement of severely corroded base channel flashings
  • Sealing of joints to prevent water ingress
  • Protective coating for minor corrosion areas

Pipe Racks, Walkways and Access Systems

  • Replacement of corroded pipe support elements
  • Recommendation to decommission and redesign walkways to comply with AS1657
  • Strengthening or replacement of corroded connections and supports

Corrosion Protection Strategy

  • Adoption of surface-tolerant epoxy coating systems for long-term durability
  • Emphasis on maintenance planning for coastal environments


Outcome

The structural audit enabled CH4 Global to:

  • Clearly understand the extent and severity of structural deterioration
  • Identify critical structural risks requiring immediate attention
  • Implement targeted remediation to extend the service life of the facility
  • Improve safety compliance, particularly for access systems
  • Establish a foundation for ongoing maintenance and asset management

The project ensured that the facility could continue operating safely while supporting CH4 Global’s innovative aquaculture processes.


Key Engineering Value Delivered

  • Early identification of structural risks in a corrosive marine environment
  • Practical and cost-effective strengthening solutions avoiding full replacement
  • Integration of compliance upgrades (AS1657) into remediation strategy
  • Enhanced asset longevity through targeted corrosion protection systems
  • Clear, actionable reporting supporting client decision-making


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