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Submarine Fender System Applied to Underwater Structures in Offshore and Port Projects

January 29, 2026

Latest company case about Submarine Fender System Applied to Underwater Structures in Offshore and Port Projects

Submarine Fender System Applied to Underwater Structures in Offshore and Port Projects

 

 

1. Project Background

 

With the rapid development of offshore engineering, sea-crossing bridges, and port infrastructure, underwater structures are increasingly exposed to collision risks from construction vessels, tugboats, and floating equipment. Conventional fender systems are mainly designed for above-water or quay applications and are not suitable for long-term underwater protection.

 

To address this challenge, a Submarine Fender system was adopted in an offshore project to protect underwater steel piles and concrete pile caps, effectively reducing collision damage between vessels and underwater structures.

 

 

2. Project Overview

 

Project Name: Offshore Underwater Structure Collision Protection Project

 

Location: Eastern coastal area of China

 

Protected Structures: Underwater steel pipe piles and concrete pile caps

 

Design Water Depth: -6 m to -15 m

 

Main Risks: Vessel deviation during construction, accidental tugboat impact, floating structure movement

 

 

3. Solution Design

 

3.1 Fender Type Selection

 

Based on water depth, environmental conditions, and collision energy analysis, high-elasticity rubber Submarine Fenders were selected, featuring:

 

High energy absorption capacity

 

Low reaction force to minimize structural stress

 

Excellent resistance to seawater and aging

 

Suitable for long-term underwater operation with low maintenance requirements

 

3.2 Layout Arrangement

 

Submarine Fenders installed circumferentially around underwater piles

 

Modular design adopted for ease of underwater installation

 

Fixed to the main structure using stainless steel chains and brackets

 

Optimized spacing to ensure full protection while minimizing flow interference

 

3.3 Design Parameters (Typical)

 

Energy absorption per fender: 120–200 kJ

 

Design compression ratio: ≤ 50%

 

Design service life: ≥ 15 years

 

 

4. Installation and Construction

 

4.1 Installation Method

 

Installation carried out by divers with underwater lifting support

 

Pre-installation inspection completed onshore

 

Accurate underwater positioning followed by fixation and tensioning

 

4.2 Challenges and Mitigation Measures

 

Challenge Mitigation Measure

 

Low underwater visibility Use of underwater markers and sonar assistance

 

Tidal current influence Installation scheduled during slack tide

 

High positioning accuracy requirement Modular design to reduce on-site adjustment

 

 

5. Performance Evaluation

 

Since commissioning, the Submarine Fender system has demonstrated excellent performance:

 

Successfully absorbed multiple minor vessel impacts during construction

 

No visible damage observed on underwater structures

 

Fender units remain intact without cracking or detachment

 

Significantly reduced maintenance costs and downtime risks

 

 

6. Project Value and Key Takeaways

 

6.1 Project Value

 

Enhanced safety and durability of underwater structures

 

Reduced economic losses caused by accidental collisions

 

Provided a replicable reference for similar offshore projects

 

6.2 Key Takeaways

 

Accurate collision energy assessment is critical for proper fender selection

 

Submarine Fenders are well-suited for long-term underwater protection

 

Proper installation design significantly reduces construction risks

 

 

7. Conclusion

 

As a professional underwater collision protection solution, Submarine Fender systems offer clear advantages for offshore engineering and port underwater structures. This case study demonstrates that, with proper design and installation, Submarine Fenders can effectively improve structural safety and reliability, showing strong potential for wider application.

 

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