AGL Component Library By Precision AGL Academy

Breakable Coupling

A precision‑engineered sacrificial component that connects an elevated AGL fixture's frangible pole to its base plate, designed to shear cleanly at a predetermined force threshold upon aircraft impact. This critical safety device ensures the pole breaks away predictably, minimising aircraft damage while maintaining structural integrity under normal operational loads.

Breakable Coupling

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Overview

What Is It?

A Breakable Coupling (also known as a frangible coupling, shear coupling, or breakaway coupling) is a precision‑engineered mechanical component that serves as the sacrificial link between a frangible pole and its base plate or base can. It is designed to provide a controlled failure point that activates when the pole is subjected to a lateral impact force above a defined threshold—typically during an aircraft runway or taxiway excursion—causing the pole to break away cleanly and predictably, minimising damage to the aircraft and protecting pilot and passenger safety.

Key characteristics of breakable couplings include:

  • Controlled Shear Failure: The coupling incorporates precision shear pins, a reduced‑diameter section, or a notched design that fractures in a predictable manner at a specific force threshold.
  • Structural Integrity: Under normal operational loads (wind, vibration, fixture weight, thermal expansion), the coupling behaves as a rigid connection, maintaining the pole's stability and alignment.
  • Corrosion Protection: Hot‑dip galvanised, zinc‑plated, or stainless steel construction ensures long‑term durability in the harsh airfield environment.
  • Interchangeability: Designed to be replaced after a breakaway event, allowing the pole to be restored to service quickly without replacing the entire pole or base.

Breakable couplings are used in the following applications:

  • Elevated Runway Edge Lights: Connecting frangible poles to base plates for runway edge light fixtures.
  • Elevated Taxiway Edge Lights: Providing frangibility for taxiway edge light poles.
  • Approach Lighting: Connecting frangible poles for approach light fixtures and barrettes.
  • Obstruction Lighting: Providing a breakaway point for obstruction light poles.
  • Airfield Signage: Connecting frangible poles to base plates for elevated signs.

The coupling is typically positioned at the base of the pole, 25‑50mm above the mounting plate, and is secured with bolts or a threaded connection. It is designed to be the weakest point in the pole assembly, ensuring that the pole breaks at the coupling rather than at the base plate or the fixture mounting.

Purpose

Purpose & Function

An elevated pole has to satisfy two contradictory requirements at once: it must stay perfectly rigid under everyday wind, vibration, and the weight of the fixture, yet must give way instantly and predictably the moment an aircraft strikes it. The breakable coupling's purpose is to resolve that contradiction by concentrating the pole's one intentional weak point at a single, engineered location — rather than leaving where the pole fails to chance. Without it, an impact could just as easily snap the pole partway up (leaving a jagged stub as a secondary hazard) or transmit the full impact force down into the base plate and buried cabling, damaging infrastructure that is far more costly and time-consuming to repair than the pole itself. By fixing the break point at the coupling, the fixture's cable termination and the below-grade base assembly are protected, and the airfield can return the light to service by swapping a small, low-cost part rather than excavating the base.

Application

Where Is It Used?

Breakable couplings are installed in all elevated AGL structures that require frangibility, including:

  • Runway Edge Lighting Systems: Connecting frangible poles to base plates for elevated runway edge light fixtures on runways, runway strips, and runway intersections.
  • Taxiway Edge Lighting Systems: Providing frangibility for elevated taxiway edge lights, especially on curves and at intersections.
  • Approach Lighting Systems: Connecting frangible poles for elevated approach light fixtures, barrettes, and flashing light units in the approach area.
  • Obstruction Lighting Installations: Providing breakaway capability for obstruction light poles located within aircraft movement areas.
  • Airfield Signage Systems: Connecting frangible poles to base plates for elevated mandatory instruction signs, direction signs, and information signs.
  • Sensor and Instrumentation Mounts: Providing frangibility for anemometer poles, wind cone masts, and other instrumentation in aircraft movement areas.

The coupling is designed to meet the frangibility requirements specified in ICAO Annex 14, which mandates that any fixture or structure located within the runway strip or taxiway strip must break away or yield upon impact to prevent aircraft damage. The coupling is typically rated for a specific shear force threshold (2 kN to 10 kN) that is appropriate for the fixture weight, pole height, and operational environment.

Placement

Installation & Location

The coupling is fitted between the base plate (or base can) and the pole shaft, set at the height specified for that fixture category so the designed break point sits within the correct band above grade — a specific requirement given that the whole point of the coupling is to fail predictably rather than transmit impact load into the foundation. Bolt torque on the coupling is set precisely to the manufacturer's value, since over-torquing can raise the effective break force above its rated threshold and under-torquing risks a premature or wind-induced failure. Coupling height and orientation are checked against the obstacle-limitation surface and the fixture's overall design height during installation, and re-verified whenever the pole or fixture above it is replaced.

Function

How Does It Work?

The breakable coupling functions as a controlled failure mechanism that activates upon impact, ensuring the pole breaks away cleanly while maintaining structural integrity under normal loads:

  • Normal Operation: Under normal conditions, the coupling acts as a rigid connection between the pole and the base plate. It transmits all operational loads (vertical weight of the fixture, wind loads, vibration) without yielding or deforming. The coupling is designed with a safety factor of at least 2.0 against the maximum expected operational loads.
  • Impact Activation: When an aircraft contacts the pole, the lateral impact force is transmitted through the pole to the coupling. The coupling is designed to fail at a specific shear force threshold, typically between 2 kN and 10 kN, depending on the fixture type and pole size.
  • Shear Mechanism: The coupling incorporates one of several failure mechanisms:
    • Shear Pins: Precision‑ground pins that shear at the specified force, releasing the pole.
    • Reduced‑Diameter Section: A machined groove or reduced‑diameter section that fractures under impact.
    • Notched Design: A notched or scored section that provides a controlled fracture path.
    • Brittle Material: A coupling made from a material that fractures in a brittle manner at the specified force.
  • Clean Breakaway: The coupling is designed to fail cleanly, separating the pole from the base plate without creating sharp edges or projecting debris that could puncture aircraft tyres or cause further damage.
  • Replaceability: After a breakaway event, the coupling can be replaced quickly, allowing the pole and fixture to be restored to service without replacing the entire assembly. This reduces downtime and maintenance costs.

The coupling is typically installed between the pole and the base plate, with the pole's lower end inserted into the coupling and secured with bolts or a threaded connection. The coupling itself is bolted or welded to the base plate. The design ensures that the coupling fails at the intended force threshold regardless of the direction of impact (360° frangibility).

Architecture

System Architecture & Control Logic

The breakable coupling has no electrical or control function — its entire purpose is to be the predictable weak point in an elevated fixture's mechanical structure. It sits between the fixture head and the pole or base can, engineered to shear or separate cleanly at a defined load, well below what would damage the foundation or transmit a dangerous load into an aircraft that strikes it. Because it is deliberately the weakest link in that stack, everything below it — anchor bolts, base plate, base can — is sized conservatively enough that it is never at risk during a breakaway event; the energy of the impact is absorbed and dissipated at the coupling itself, not passed down the structure.

Impact (Aircraft, Vehicle, or Debris) Breakable Coupling Engineered weak point — fails before the base or foundation would Base / Foundation — Undamaged Fixture head separates cleanly, energy dissipated at the coupling

Deliberately the weakest link in the stack — everything below it is sized so it never has to absorb the impact instead.

Process

Normal Operation vs. Impact Activation

Pole
→
Breakable Coupling
360° frangibility
→
Base Plate
↓
Normal Operation
Operational Loads Only
Weight, wind, vibration
↓
Coupling Remains Rigid
Safety factor ≥2.0
Impact
Lateral Impact Force
2–10 kN threshold
↓
Shear Mechanism Activates
Pins, groove, notch, or brittle fracture
↓
Clean Breakaway
No sharp edges or debris
↓
Coupling Replaced
Fixture restored to service
Construction

Physical Construction

The coupling is a short, low-profile collar of structural steel or stainless steel, hot-dip galvanised or passivated for corrosion resistance, machined to bolt or thread between the fixture base and the top of the pole or stake with a matching bolt circle. Its frangibility is engineered into a deliberately weakened cross-section, achieved through a set of hardened shear pins, a reduced-diameter neck, or a notched groove, sized so the coupling shears cleanly at a calibrated load well below the force an aircraft impact would generate, while comfortably exceeding the wind and vibration loads seen in normal service. The break plane is positioned at a defined height above the mounting plate so that, once sheared, no significant stub remains proud of the surface to create a secondary hazard. Corrosion-resistant fasteners secure the coupling on both sides of the break plane, and the galvanised or stainless finish is applied after machining to protect the shear-critical section from weakening through rust.

Specification

Technical Parameters

ParameterTypical Value
MaterialStructural steel (S235JR or S355JR), hot‑dip galvanised (min 85µm) or stainless steel (316L)
Diameter (outer)50mm to 100mm (2" to 4") – matches pole diameter
Height50mm to 100mm (2" to 4")
Shear Force Threshold2 kN to 10 kN (depending on fixture weight and pole height)
Shear Pin MaterialSteel (hardened and ground) or brass
Number of Shear Pins2 to 6 (depending on design)
Breakaway Height25mm to 50mm above the mounting plate
Mounting TypeBolted or threaded connection to pole and base plate
Bolt SizeM10 to M16
Load Capacity (vertical)≥ 2 kN (depending on size and material)
Operating Temperature-40°C to +85°C
Corrosion Resistance≥ 500 hours salt spray (galvanised); ≥ 1000 hours (stainless)
StandardsICAO Annex 14, FAA AC 150/5220‑23A, EN 12767, FAA AC 150/5345‑42
Compliance

Applicable Standards

ICAO Annex 14

Frangibility requirements for AGL structures and couplings

FAA AC 150/5220-23A

Frangible Connections — specifications for fuse bolts, frangible couplings, tear-through fasteners, and tear-out sections

EN 12767

Passive safety of support structures for road equipment — requirements and test methods

FAA AC 150/5345‑42

Specification for airport light bases, transformer housings, junction boxes, and accessories

Prerequisites

Installation Requirements

Coupling Height & Position Setting
Mechanical

Set the coupling between the base plate and pole shaft at the height specified for that fixture category, so the designed break point sits within the correct band above grade.

Bolt Torque Application
Mechanical

Torque the coupling-to-base-plate and coupling-to-pole fasteners precisely to the manufacturer's value, since over-torquing raises the effective break force above its rated threshold and under-torquing risks a premature or wind-induced failure.

Pole Plumb & Fixture Alignment
Mechanical

Seat the pole plumb and align the fixture correctly once seated in the coupling before final tightening, since misalignment can pre-stress the shear section.

Obstacle-Limitation Surface Height Check
Civil

Check coupling height and orientation against the obstacle-limitation surface and the fixture's overall design height during installation.

Corrosion Protection Verification at Install
Quality

Confirm the galvanised or stainless finish at the shear-critical section is intact and undamaged before the coupling is put into service, since corrosion there alters the breakaway threshold.

Batch / Shear Rating Confirmation
Documentation

Confirm the batch-certified shear force threshold for the coupling being installed matches the fixture weight and pole height it will support.

Pre-Service Sign-off
Documentation

Record coupling type, shear force rating, and installation torque values before the pole/fixture assembly is accepted into service.

Verification

Testing & Commissioning

Shear Force Verification
Pre-Installation

Confirm the batch-certified shear force threshold for the installed coupling matches the fixture weight and pole height it will support.

Bolt Torque Verification
Pre-Installation

Torque the coupling-to-base-plate and coupling-to-pole fasteners to spec so the rigid connection performs correctly under normal operational loads.

360° Frangibility Check
Pre-Installation

Confirm the coupling is designed and oriented to fail at the rated threshold regardless of impact direction, not just along one axis.

Alignment & Level Check
Final Acceptance

Verify the pole sits plumb and the fixture is correctly aligned once seated in the coupling, since misalignment can pre-stress the shear section.

Corrosion Protection Verification
Pre-Installation

Confirm the galvanised or stainless finish is intact and undamaged at the shear-critical section, since corrosion there alters the breakaway threshold.

Breakaway Height Verification
Final Acceptance

Confirm the break plane sits at the specified height above the mounting plate so no hazardous stub remains proud after a breakaway event.

Documentation & As-Built Sign-off
Final Acceptance

Record coupling type, shear force rating, and installation torque values in the commissioning dossier for handover.

Upkeep

Inspection & Maintenance

Shear Pin / Fracture Point Inspection
Annual

Inspect shear pins, grooves, or notched sections for cracking, corrosion, or partial fatigue that could lower the breakaway threshold below the 2–10 kN design range.

Bolt Torque Verification
Annual

Re-torque mounting bolts to spec, since an over- or under-torqued coupling can shift the shear threshold and cause premature or delayed breakaway.

Corrosion Check
Annual

Check galvanised or stainless surfaces for pitting or coating breakdown, particularly at the shear plane where corrosion most affects breakaway consistency.

Rigidity Under Operational Load
Semi-annual

Confirm the coupling remains fully rigid under normal wind, weight, and vibration loads with no play or partial shear developing.

Alignment Check
Annual

Verify the coupling keeps the pole and fixture properly aligned; misalignment can concentrate stress unevenly across the shear mechanism.

Post-Impact Replacement
As needed

Replace the coupling entirely after any breakaway event; a fractured coupling should never be reused even if the shear looks clean.

Debris & Edge Condition Check
Annual

Confirm the fracture design still produces a clean break with no sharp edges or loose debris, in line with frangibility safety requirements.

Load Rating Documentation Review
Annual

Confirm the installed coupling's rated shear threshold still matches the fixture weight and pole height it is paired with, especially after any fixture swap.

Field Notes

Common Field Issues

Corrosion of Shear Pins

The shear pins are critical to the coupling's performance. Corrosion can alter the shear force threshold, potentially preventing the coupling from breaking on impact. Regularly inspect shear pins for rust, pitting, or damage. Replace pins if corrosion is present. Use stainless steel or coated pins for improved corrosion resistance.

Incorrect Shear Pin Installation

Using incorrect shear pins (wrong material, diameter, or hardness) can change the shear force threshold, compromising the frangibility. Always use manufacturer‑supplied pins and verify the shear force rating. Ensure pins are inserted fully and seated correctly.

Misalignment of Pole and Coupling

If the pole is not aligned with the coupling, bending loads can be introduced, affecting the shear performance. Ensure the pole is plumb and the coupling is level. Use alignment tools during installation.

Over‑torquing of Coupling Bolts

Over‑torquing the bolts that secure the coupling to the pole or base plate can deform the coupling or shear pins, altering the frangibility. Use a torque wrench and follow the manufacturer's torque specifications.

Galvanic Corrosion with Dissimilar Metals

If the coupling and the pole or base plate are made of dissimilar metals, galvanic corrosion can occur at the interface. Use anti‑seize compound, isolation gaskets, or ensure all components are of the same material.

Damage from Snowploughs or Maintenance Vehicles

While frangible couplings are designed to break on aircraft impact, they can also be damaged by snowploughs or maintenance vehicles. Use protective covers or markers to increase visibility, and inspect couplings after any known contact.

Inadequate Record Keeping

After a breakaway event, it is important to document the event and replace the coupling with the correct shear pin rating. Maintain records of coupling installations, shear pin ratings, and inspection dates to ensure consistency and safety.

Diagnostics

Troubleshooting Guide

Coupling Fails to Shear Under Expected Impact Load
Likely Cause
Corroded shear pins have an altered shear force threshold, or incorrect (wrong material, diameter, or hardness) pins were fitted at some point.
Diagnostic Steps
Inspect shear pins for rust, pitting, or damage; verify pin part number and shear force rating against the manufacturer's specification for that coupling.
Corrective Action
Replace with manufacturer-supplied pins of the correct rating, using stainless steel or coated pins for improved corrosion resistance, and re-inspect at the next scheduled interval.
Coupling Shears Prematurely Under Normal Loads (Wind, Vibration)
Likely Cause
Bending loads have been introduced by pole/coupling misalignment, or bolts have been over-torqued, deforming the coupling or shear pins and lowering the effective shear threshold.
Diagnostic Steps
Check pole plumb and coupling level with alignment tools; verify bolt torque against the manufacturer's specification using a calibrated torque wrench; inspect for visible deformation of the coupling body or pins.
Corrective Action
Re-align the pole and coupling, re-torque bolts to specification (never over-torque), and replace any deformed pins or coupling hardware before returning to service.
Corrosion Found at the Coupling-to-Pole or Coupling-to-Base-Plate Interface
Likely Cause
Galvanic corrosion is occurring because the coupling and adjoining pole or base plate are made of dissimilar metals without proper isolation.
Diagnostic Steps
Identify the metals in contact at the interface; check for pitting, discolouration, or material loss concentrated at the joint rather than general surface corrosion.
Corrective Action
Fit anti-seize compound or isolation gaskets between dissimilar metals, or specify matching materials for future installations at that site; monitor the joint at each inspection.
Coupling Damaged Without an Aircraft Impact Event on Record
Likely Cause
A snowplough, mower, or maintenance vehicle has struck the coupling — frangible couplings break on much lower loads than vehicle contact.
Diagnostic Steps
Check for physical damage consistent with a vehicle strike (paint transfer, directional bending) rather than a clean aircraft-impact shear; review recent ground vehicle activity or maintenance logs for that area.
Corrective Action
Replace the damaged coupling with correctly rated shear pins, and consider protective covers or improved visibility markers if vehicle strikes are recurring at that location.
Cannot Confirm Correct Shear Pin Rating Is Currently Installed
Likely Cause
Installation or replacement records for that coupling are incomplete, so the pin rating in use can't be verified against what the site requires.
Diagnostic Steps
Physically inspect the pins for manufacturer markings if visible; cross-check against any available installation or replacement records for that specific coupling location.
Corrective Action
Replace with manufacturer-supplied pins of the confirmed correct rating if verification isn't possible, and log the installation with pin rating, date, and location to close the record-keeping gap going forward.
Coupling Broke Away and Was Reused Without Being Rated Correctly
Likely Cause
After a breakaway event, the coupling was reassembled with mismatched or reused shear pins instead of a fresh, correctly rated set.
Diagnostic Steps
Confirm whether the breakaway event was documented, and check whether the reinstalled pins match the coupling's specified shear rating.
Corrective Action
Replace with a full new set of correctly rated shear pins after any breakaway event — never reuse sheared pins — and document the event, replacement, and rating in the maintenance record.
Reliability

Failure Modes & Root Causes

Corrosion of Shear Pins
High Severity
Root Cause
Galvanic action, prolonged moisture exposure, or an unprotected pin material corroding at the fracture point over the service interval.
Effect
The coupling shears prematurely under normal loads such as wind or vibration, or corrosion found at the coupling interface signals fracture strength is already compromised.
Detection Method
Shear pin/fracture point inspection and a corrosion check as part of scheduled maintenance.
Incorrect Shear Pin Installation
High Severity
Root Cause
A shear pin rated for the wrong fixture mass or wind category fitted during installation or a later replacement.
Effect
The coupling fails to shear under the expected impact load, or shears prematurely, because its rating doesn't match the fixture it's supporting.
Detection Method
Load rating documentation review, and confirmation that the shear pin rating actually installed matches the specified fixture and site category.
Misalignment of Pole and Coupling
Medium Severity
Root Cause
An inaccurate installation, ground settlement, or a prior near-impact event leaving the pole slightly off its intended vertical alignment.
Effect
Uneven load distribution across the coupling that can cause it to shear at a lower force than rated, or in an unpredictable direction.
Detection Method
Alignment and level check confirming the pole sits within tolerance of true vertical relative to the coupling.
Over-Torquing of Coupling Bolts
Medium Severity
Root Cause
Bolts tightened beyond the specified torque during installation or a maintenance visit, pre-stressing the coupling material.
Effect
The coupling fails to shear cleanly at its designed fracture point, since the pre-stress changes how the material responds to impact load.
Detection Method
Bolt torque verification against the manufacturer's specified value, checked during installation and subsequent inspections.
Galvanic Corrosion with Dissimilar Metals
Medium Severity
Root Cause
Direct contact between dissimilar metals in the coupling assembly without adequate isolation, setting up a galvanic corrosion cell in damp conditions.
Effect
Accelerated corrosion at the coupling-to-pole or coupling-to-base-plate interface, well ahead of the coupling's expected service life.
Detection Method
Corrosion protection verification, checking that dissimilar-metal contact points have the specified isolation or coating intact.
Post-Impact Replacement Neglect
Medium Severity
Root Cause
A coupling that has already sheared from an impact being reused or left in place without being replaced with a correctly rated new unit.
Effect
The coupling broke away and was reused without being rated correctly, so the fixture no longer has a reliable frangible safety margin.
Detection Method
Post-impact replacement check as part of the inspection following any known or suspected impact event, verifying a new, correctly rated coupling was fitted.
Precautions

Safety & Operational Notes

Frangibility Not to Be Defeated
Mechanical

Never substitute the coupling with a rigid fitting, weld across it, paint or lubricate the fracture zone, or use it beyond its rated service life; it must shear cleanly at its designed shear force to limit damage on aircraft impact.

Correct Installation Torque
Mechanical

Torque the coupling exactly to the manufacturer's specification; over-torquing can raise the effective breakaway force above its rated threshold, while under-torquing can cause premature or uneven shearing.

Verify Isolation Before Servicing
Electrical Safety

De-energise and lock out the circuit and verify zero energy before disturbing a coupling that carries the fixture's bonding/earth jumper, and confirm the jumper is intact and reconnected after reassembly.

Replace, Don't Reuse, After an Impact
Compliance

A coupling that has sheared or absorbed an impact event has done its job and must be replaced, not reinstalled, since its fracture characteristics cannot be relied upon a second time.

Airside Work Coordination
Operational

Coordinate with ATC/airside and raise a NOTAM where the fixture will be dark or out of tolerance during coupling replacement.

FOD Control
Operational

Account for all fasteners and shear pins on the movement area, and clear the work site fully before reinstating the fixture.

PPE & Grounding
Personnel Safety

Use insulated tools where the coupling is part of a live-circuit bonding path, and confirm bonding continuity before returning the fixture to service.

Field Insight

Engineering & Expert Notes

Shear Threshold Is Specific to the Pole and Fixture Weight Above It
Design

A breakable coupling rated for one pole/fixture combination isn't necessarily correct for a different, heavier fixture retrofitted onto the same pole later; verify the coupling's rated shear threshold still matches the actual installed load whenever the fixture above it changes.

Environmental Ageing Shifts Shear Characteristics Without Visible Damage
Inspection

UV exposure and thermal cycling can change a composite or aluminium coupling's shear point over years of service even when the part shows no visible cracking or wear. Periodic torque/shear verification belongs in the overhaul cycle, not only in post-impact inspection.

Over-Torquing at Installation Can Pre-Stress the Shear Point
Safety

Installing a breakable coupling with excessive torque, intending to be 'extra secure,' can pre-load the precision shear feature and change its effective failure threshold. Torque strictly to the manufacturer's specification, not by feel.

Re-Check Fixture Aim After Any Coupling Service
Alignment

Because the coupling sits directly in the load path between pole and fixture, removing and reinstalling it — even for routine inspection — can shift optical alignment slightly. Re-verify aim after any coupling is disturbed, not just after a full replacement.

De-Icing Fluid Exposure Degrades Seals Faster Than Weather Alone
Durability

Couplings near heavy de-icing traffic areas see faster gasket and seal degradation than the general array; specify seal materials rated for glycol contact and inspect condition at overhaul rather than on a uniform fleet-wide schedule.

Distinguish a Sheared Coupling From a Snapped Pole
Troubleshooting

After any impact, examine whether the coupling failed at its designed shear point or whether the pole itself fractured elsewhere; a pole failure outside the coupling indicates either an out-of-spec impact or a coupling that didn't function as designed, and both need investigation before simple replacement.

Quick Answers

Frequently Asked Questions

Short answers about the breakable coupling: what it is, how it works, specifications, standards, maintenance and common faults.

Q1What is a breakable coupling?

A breakable coupling (also called a frangible, shear or breakaway coupling) is the sacrificial link between a frangible pole and its base plate or base can. It is designed to fail cleanly when a lateral impact force, typically from an aircraft excursion, exceeds a defined threshold.

Q2Why do elevated AGL poles need a breakable coupling?

A pole must stay rigid under wind, vibration and fixture weight, yet give way predictably when struck. The coupling concentrates the intentional weak point at one engineered location, so the pole does not snap partway up or transmit impact force into the base plate and buried cabling. The light can then be restored by swapping a small part.

Q3Where are breakable couplings used?

They are used on all elevated AGL structures that need frangibility: runway edge lights, taxiway edge lights, approach lights, obstruction lights, elevated airfield signs, and sensor and instrument mounts such as anemometer poles and wind cone masts in aircraft movement areas.

Q4How does a breakable coupling work?

In normal operation it acts as a rigid connection, with a design safety factor of at least 2.0 against the maximum expected operating loads. On impact, precision shear pins, a reduced-diameter section or a notched design fractures at a specific force threshold so the pole breaks away at the coupling.

Q5What are the typical specifications?

Typical shear force thresholds are 2 kN to 10 kN depending on fixture weight and pole height, with 2 to 6 shear pins and a breakaway height of 25 mm to 50 mm above the mounting plate. Outer diameter is usually 50 mm to 100 mm, matching the pole, and bolt sizes run from M10 to M16.

Q6What is a breakable coupling made of?

Typical construction is structural steel (S235JR or S355JR), hot-dip galvanised to at least 85 µm, or 316L stainless steel. Shear pins are hardened steel or brass. Corrosion resistance is typically at least 500 hours salt spray for galvanised and 1,000 hours for stainless.

Q7Why does bolt torque matter on a breakable coupling?

Torque must match the manufacturer's value. Over-torquing can raise the effective break force above the rated threshold, and under-torquing risks a premature or wind-induced failure.

Q8Which standards apply to breakable couplings?

The main references are ICAO Annex 14 (frangibility), FAA AC 150/5220-23A (frangible connections), EN 12767 (passive safety of support structures) and FAA AC 150/5345-42 (light bases and accessories). Always verify the current edition and your aerodrome's approved requirements.

Q9How often should a breakable coupling be inspected?

Typical intervals are annual for shear pin and fracture point inspection, bolt torque, corrosion, alignment and debris checks, and semi-annual for rigidity under operational load. A coupling is replaced after a breakaway event. Your airport's approved maintenance programme takes precedence.

Q10What are the common problems with breakable couplings?

Common problems are corrosion of shear pins, incorrect shear pin installation, misalignment of pole and coupling, over-torquing of coupling bolts, galvanic corrosion with dissimilar metals, damage from snowploughs or maintenance vehicles, and inadequate record keeping of the installed rating.

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