AGL Component Library By Precision AGL Academy

Wind Cone Mast

The structural support pole that holds the wind cone or windsock, typically 6–10 metres tall, with a frangible design for safety in case of aircraft impact. Provides a stable, weather‑resistant mounting platform with a swivel bearing for free rotation of the wind cone.

Wind Cone Mast

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Overview

What Is It?

A Wind Cone Mast is the vertical structural support that holds the wind cone (windsock) at an elevated height, typically 6 to 10 metres above ground level. It provides a stable mounting platform that allows the wind cone to rotate freely to indicate wind direction. The mast is usually made from corrosion‑resistant materials such as galvanized steel, powder‑coated aluminium, or fibreglass. At the top of the mast is a swivel bearing or ring that allows the wind cone to rotate 360° with minimal friction. The mast may be designed as a frangible structure — meaning it will break away on impact to minimize damage to an aircraft — especially when installed near runways or taxiways. The mast also serves as a conduit for electrical wiring if the wind cone is internally illuminated.

Purpose

Purpose & Function

The wind cone mast's purpose is to put the windsock where every pilot needs it — high enough to catch representative wind unaffected by ground-level turbulence, and positioned so it stays visible from the air and from the runway during approach, taxi, and takeoff. Because wind direction can shift with altitude and proximity to buildings or terrain, mounting height directly affects how trustworthy the visual cue is; a windsock too low or too sheltered can show misleading wind information at exactly the moment a pilot needs it most.

The mast's frangible design serves a second, equally important purpose: since the wind cone often sits close to a runway or taxiway precisely so pilots can see it clearly, that same proximity means it must break away harmlessly if struck, rather than becoming a rigid obstacle that could damage an aircraft during an excursion or wingtip strike.

Application

Where Is It Used?

Installed at all airfields, heliports, and military landing zones that require visual wind indication. Typically placed near the runway threshold, at the centre of the airfield, or at a location visible from both the approach and the apron. The mast is also used at fire stations, emergency helipads, offshore platforms, and any location where a windsock is needed. The mast height is chosen to ensure the wind cone is visible above obstructions (buildings, trees, other structures) and is within the pilot's line of sight during final approach.

Placement

Installation & Location

The mast is founded on a concrete base, with a frangible coupling fitted where the installation falls within a runway strip, taxiway strip, or other frangibility-sensitive area, so the structure breaks away safely on impact. Siting follows the same clearance logic as the windsock it carries: positioned clear of buildings, trees, and other obstructions, and kept within the obstacle-limitation surface for the runway so it doesn't itself become a hazard to aircraft. Height is selected so the sock remains visible above surrounding obstructions and within a pilot's normal line of sight on final approach, and where illumination is fitted, the cable routing, whether an external floodlight supply or an internal conduit to a hoist-frame head fitting, is built into the mast design and installation from the outset.

Function

How Does It Work?

The wind cone mast functions as a rigid vertical support that elevates the wind cone to a height where it is visible to pilots. The mast is anchored to a concrete foundation or ground plate, with guy wires (if needed) for additional stability in high‑wind areas. At the top, a low‑friction swivel bearing or ring allows the wind cone to rotate freely in response to the wind. The mast may be hollow to allow internal wiring for illuminated windsocks. In frangible designs, the mast is constructed with a breakaway coupling or from a material that will shear on impact, reducing the risk of serious damage to an aircraft that may strike it. The mast is also designed to withstand wind loads, ice accumulation, and corrosion, ensuring reliable long‑term operation.

Architecture

System Architecture & Control Logic

The mast carries no sensors, controllers, or decision-making of its own — it is a passive structural member that two separate systems simply share. At the top, the swivel bearing and cone assembly respond mechanically to wind with no electronics involved at all. Where the installation is illuminated, a feeder cable from the same ALCMS-controlled lighting circuit that serves other airfield lighting is routed up through the hollow mast interior as a passive conduit run, with no junction box, sensor, or control point along the way, and terminates at the lamp housing near the swivel bearing at the top. The mast's only "control logic" is the frangible coupling's mechanical fail-safe: it is engineered to shear once impact force exceeds a fixed threshold, a purely passive structural response with no sensor, signal, or system decision behind it.

ALCMS / CCR Loop → Feeder Cable → Mast Interior (passive conduit) → Lamp Housing at Top

ALCMS / CCR LIGHTING LOOP FEEDER CABLE ENTERS MAST BASE Same circuit that feeds other airfield lighting ROUTED THROUGH HOLLOW MAST INTERIOR Passive conduit run — no junction, sensor, or control point anywhere along the mast Mast structure itself is electrically passive TERMINATES AT SWIVEL / LAMP HOUSING Top of mast, alongside the rotating bearing FEEDS CONE ILLUMINATION Frangible coupling shears on mechanical force alone — independent of this electrical path
Structural Behaviour

Normal Operation vs. Impact

Mast Anchored to Concrete FoundationWith guy wires in high-wind areas
Normal Operation
Swivel Bearing at TopLow-friction, 360° rotation
Wind Cone Rotates FreelyTracks wind direction continuously
On Impact
Aircraft/Vehicle Strikes Mast

SHEARS

Frangible Coupling Breaks AwayMinimizes damage on impact (optional design)
Construction

Physical Construction

The mast is a vertical structural pole fabricated from galvanized steel, powder-coated aluminium, or fibreglass, sized in height and diameter to hold the wind cone assembly at the standard elevation while resisting wind loading up to its rated capacity, with guy wires used on taller or higher-wind-rated installations for additional stability. The base is set into a concrete foundation, ground plate, or flange mount appropriate to the site soil conditions, and where the mast is sited near runways or taxiways, a frangible coupling or shear-pin base is incorporated so the structure breaks away cleanly on aircraft impact rather than posing a rigid obstruction. At the top of the mast, a sealed ball bearing or low-friction swivel ring allows the wind cone to rotate a full 360° with minimal resistance, ensuring the cone tracks changing wind direction accurately. Where internal illumination is required, the mast is fabricated as a hollow tube with an internal conduit run from the base to the lamp fixture near the top, keeping wiring protected from weather and mechanical damage. All external surfaces and fasteners are corrosion-resistant, given the mast's permanent, unsheltered outdoor siting.

Specification

Technical Parameters

ParameterTypical Value
MaterialGalvanized steel, powder‑coated aluminium, or fibreglass
Height6–10 m (20–30 ft) above ground level
Diameter50–100 mm (2–4 in) depending on material
Mounting TypeConcrete base, ground plate, or flange mount
Swivel BearingSealed ball bearing or low‑friction ring (360° rotation)
Frangible OptionBreakaway coupling or shear‑pin design (optional)
Wind Load RatingUp to 200 km/h (125 mph) with guy wires
Protection ClassCorrosion‑resistant coating (galvanized or powder‑coat)
Internal ConduitHollow mast for wiring (internal illumination)
Power Supply

Electrical Requirements

RequirementTypical Value
ApplicabilityElectrical requirements apply only where the mast carries wiring for an illuminated wind cone; non-illuminated masts have no electrical function
Circuit TypeSimple on/off lighting circuit fed from the same ALCMS-controlled circuit as other airfield lighting (not a CCR intensity-stepped loop)
Cable RoutingFeeder cable enters at the mast base and runs as a passive conduit through the hollow mast interior to the lamp housing at the top — no junction box or sensor along the run
Feed CableDirect-burial rated feeder, run underground in duct to the local distribution point
Circuit ProtectionDedicated circuit breaker at the distribution point
Insulation Resistance≥ 50 MΩ (megger test, cable-to-ground)
Earthing/GroundingMast structure and lamp housing bonded to airfield earth grid
Fault ProtectionCircuit breaker trip / visual and insulation-resistance inspection (on/off circuit, no loop-level fault detection)
Compliance

Applicable Standards

ICAO Annex 14

Windsock mast height and visibility requirements

FAA AC 150/5345-27

Specification for wind cone mast assemblies

CAA CAP 168

Licensing of Aerodromes — windsock and mast siting requirements

Prerequisites

Installation Requirements

Foundation & Frangible Coupling Setting
Civil

Set the concrete base, ground plate, or flange mount to suit site soil conditions, fitting the frangible coupling or shear-pin base where the site is frangibility-sensitive.

Siting & Obstacle Clearance Check
Civil

Confirm the mast height and position keep it within the obstacle-limitation surface for the runway and clear of buildings, trees, and other obstructions.

Guy Wire Rigging (Where Fitted)
Mechanical

Rig and tension guy wires on taller or higher-wind-rated installations for the additional stability the design calls for.

Swivel Bearing Fitting
Mechanical

Fit the sealed ball bearing or low-friction swivel ring at the mast top so the wind cone can rotate a full 360° with minimal resistance.

Internal Conduit Wiring (Illuminated Masts)
Electrical

Where internal illumination is required, run the conduit from the base to the lamp fixture near the top, keeping wiring protected from weather and mechanical damage.

Corrosion Protection Verification
Mechanical

Confirm all external surfaces and fasteners are corrosion-resistant, given the mast's permanent, unsheltered outdoor siting.

Handover Sign-off
Documentation

Record foundation position, guy wire tensioning, and internal wiring route as-built before the mast is accepted for commissioning.

Verification

Testing & Commissioning

Foundation & Anchor Bolt Torque Check
Pre-Acceptance

Confirm foundation curing is complete and anchor bolts are torqued to specification before the mast is accepted for service.

Frangible Coupling Verification
Pre-Acceptance

Confirm the frangible coupling meets design shear tolerances and is correctly fitted before the site is finally backfilled.

Vertical Alignment/Plumb Check
Pre-Acceptance

Verify the mast is plumb within tolerance using a spirit level or theodolite before final sign-off.

Guy Wire Tension Check
Pre-Acceptance

Where fitted, confirm guy wires are tensioned evenly to specification and anchor points are secure.

Swivel Bearing Free-Rotation Check
Functional Test

Confirm the bearing at the mast head allows the windsock or ring assembly to rotate freely without binding.

Internal Wiring Insulation & Continuity Test
Pre-Energisation

For illuminated masts, megger-test internal wiring and verify continuity from the junction box to the mast head before energisation.

Structural Rating Documentation Review
Final Acceptance

Confirm the as-built mast height, wind loading, and material certification match the design specification before handover.

Documentation & As-Built Sign-off
Final Acceptance

Record foundation, alignment, and bearing test results alongside as-built position in the commissioning dossier for handover.

Upkeep

Inspection & Maintenance

Swivel Bearing Lubrication & Function Check
Semi-annual

Lubricate the sealed ball bearing or low-friction ring and confirm free 360° rotation, since a stiff bearing gives a false wind direction reading.

Frangible Coupling / Shear-Pin Inspection
Annual

Where a breakaway coupling or shear-pin design is fitted, check for corrosion or fatigue and replace on schedule so the mast still fails safely on impact.

Corrosion & Coating Inspection
Annual

Inspect the galvanized, powder-coated, or fibreglass finish for chips, corrosion, or UV degradation and touch up or recoat as needed.

Guy Wire Tension Check
Annual

Where guy wires are fitted for the higher wind-load rating, check tension and anchor condition to confirm the mast still meets its rated wind loading.

Structural Base & Foundation Inspection
Annual

Check the concrete base, ground plate, or flange mount for cracking, settlement, or corrosion that could compromise mast stability.

Internal Conduit & Wiring Check
Annual

Where the mast is hollow for internal illumination wiring, inspect for chafing, corrosion, or moisture pooling inside the conduit.

Vertical Alignment Check
Semi-annual

Confirm the mast remains plumb, since a leaning mast skews the windsock's apparent wind direction reading.

Cable & Power Connection Inspection
Annual

Examine supply wiring and connectors at the mast base for corrosion or loose terminations, a common cause of intermittent light or sensor failure.

Field Notes

Common Field Issues

Corrosion and Rust

Masts are exposed to rain, salt spray, and chemicals. Galvanized steel can corrode over time, especially at the base and welded joints. Regular inspection and repainting or replacement of corroded sections is essential.

Swivel Bearing Seizure

Dust, moisture, and lack of lubrication can cause the swivel bearing to seize, preventing the wind cone from aligning with the wind. Regular cleaning and lubrication (or bearing replacement) is critical.

Frangible Coupling Fatigue

In frangible mast designs, the breakaway coupling can become brittle due to weather and fatigue. Regular inspection and replacement of the coupling (every 5–7 years) is recommended to ensure breakaway performance.

Diagnostics

Troubleshooting Guide

Mast Leaning or Out of Vertical Alignment
Likely Cause
Foundation settlement, a partially sheared frangible coupling, or impact damage to the mast structure.
Diagnostic Steps
Check vertical alignment with a level or plumb line; inspect the frangible coupling/shear pin for cracking or play; inspect the base foundation for settlement or heave.
Corrective Action
Re-level and re-secure the mast, replace a fatigued frangible coupling, and remediate the foundation if settlement is confirmed.
Wind Cone Not Rotating Freely at the Masthead
Likely Cause
Swivel bearing seizure caused by corrosion, water ingress, or lack of lubrication.
Diagnostic Steps
Manually test bearing rotation at the masthead; inspect the bearing housing for corrosion, moisture, or debris.
Corrective Action
Clean and re-lubricate the bearing, or replace the bearing assembly if seized.
Visible Corrosion or Coating Failure on the Mast Surface
Likely Cause
Breakdown of the galvanised finish or paint system due to weather, salt spray, or age.
Diagnostic Steps
Inspect the surface for rust bloom, test coating adhesion, and check the base and weld areas where corrosion typically concentrates.
Corrective Action
Clean, re-prime, and repaint or re-galvanise affected sections; replace any section where structural integrity is compromised.
Mast Vibrating Excessively or Generating Noise in Wind
Likely Cause
Loose guy wires on guyed installations, loose base fasteners, or bearing wear causing resonance.
Diagnostic Steps
Check guy wire tension against specification, verify base bolt torque, and inspect the bearing for play or wear.
Corrective Action
Re-tension guy wires, re-torque base fasteners, and replace a worn bearing assembly.
No Illumination at the Wind Cone (Internally Lit Types)
Likely Cause
Damaged internal conduit or cable inside the mast, or moisture ingress at a junction box.
Diagnostic Steps
Run a continuity test on the wiring from the base to the masthead; inspect junction box seals; megger the circuit to check insulation resistance.
Corrective Action
Repair or replace the damaged cable, reseal the junction box, and dry out and retest insulation resistance before re-energising.
Reliability

Failure Modes & Root Causes

Frangible Coupling Fatigue
High Severity
Root Cause
Weathering and cyclic loading gradually embrittling the breakaway coupling over its service life.
Effect
Reduced or unpredictable break-away performance in a vehicle strike, or a partially sheared coupling causing the mast to lean.
Detection Method
Inspection of the frangible coupling/shear pin for cracking or play, checked against the recommended 5–7 year replacement interval.
Swivel Bearing Seizure
Medium Severity
Root Cause
Corrosion, water ingress, or a lack of lubrication in the masthead bearing.
Effect
The wind cone fails to rotate freely at the masthead, degrading wind-direction indication.
Detection Method
Manual bearing rotation test at the masthead, and inspection of the bearing housing for corrosion or debris.
Corrosion / Coating Breakdown
Medium Severity
Root Cause
Breakdown of the galvanised finish or paint system from weather, salt spray, or age, typically concentrated at the base and welded joints.
Effect
Progressive weakening of the mast structure if corrosion is left unaddressed.
Detection Method
Surface inspection for rust bloom, coating adhesion testing, and closer inspection of the base and weld areas.
Foundation Settlement / Structural Misalignment
Medium Severity
Root Cause
Ground movement, foundation settlement, or impact damage affecting the mast's base.
Effect
The mast leans or shifts out of vertical alignment, potentially compounding stress on the frangible coupling.
Detection Method
Vertical alignment check with a level or plumb line, and inspection of the base foundation for settlement or heave.
Guy Wire / Fastener Loosening
Low Severity
Root Cause
Wind and vibration gradually loosening guy wire tension or base fasteners on guyed installations.
Effect
Excessive mast vibration or audible noise in wind, and accelerated bearing wear from resonance.
Detection Method
Guy wire tension check against specification, base bolt torque verification, and inspection of the bearing for play.
Internal Illumination Wiring Fault
Medium Severity
Root Cause
Damaged conduit or cable inside the mast, or moisture ingress at a junction box, on internally lit installations.
Effect
No illumination at the wind cone despite the lamp itself being serviceable.
Detection Method
Continuity test on the wiring from base to masthead, junction box seal inspection, and a megger test of the circuit.
Precautions

Safety & Operational Notes

Working at Height
Personnel Safety

Mast access for the swivel bearing, sock, or illumination wiring is typically 6 to 10 metres above ground; use fall-arrest equipment and a stable access platform, and avoid climbing during high wind, given the mast is designed to be an exposed, unshielded structure.

Frangibility Not to Be Defeated
Mechanical

Never substitute the frangible coupling with a rigid fitting or over-torque it during installation or repair; the coupling must still shear cleanly on aircraft impact under the frangibility requirement for masts sited within a runway or taxiway strip.

Electrical Isolation on Illuminated Masts
Electrical Safety

Where the mast carries wiring for an internally illuminated wind cone, de-energise and verify zero energy at the circuit feed before working inside the mast or at the wiring conduit, since the mast doubles as a cable route.

Lightning Exposure
Personnel Safety

As the tallest structure in its immediate area, the mast is a lightning attraction point; avoid working at or near the top during an electrical storm, and confirm grounding continuity is intact after any strike.

Airside Work Coordination
Operational

Work on a mast sited within the obstacle-limitation surfaces or movement area requires ATC/airside coordination and a NOTAM for the period the wind indicator is out of service, with vehicle and personnel movement kept clear per the aerodrome's safety management procedures.

FOD Control at the Base
Operational

Keep tools, fasteners, and hardware accounted for at all times when working at height on or around the mast, since dropped items at this height present both a FOD and a personnel-safety hazard.

Restore to Compliant State
Compliance

Confirm the sock rotates freely, the mast is plumb, and (where illuminated) the circuit is verified before closing out the work and cancelling the associated NOTAM.

Field Insight

Engineering & Expert Notes

Bearing Friction Increases Before the Cone Stops Moving
Maintenance

A worn swivel bearing makes the cone under-respond to gusty, rapidly shifting wind well before it seizes outright, and a sluggish cone can mislead a pilot about actual conditions more dangerously than an obviously stuck one; test free rotation under light wind rather than confirming only that the cone moves at all.

A Standing Mast Doesn't Confirm an Intact Frangible Point
Mechanical

An impact light enough not to break the mast can still fatigue the frangible coupling without leaving visible damage; inspect the frangible point on its standard cycle regardless of how sound the mast looks overall.

Inspect Internal Wiring at Flex Points, Not Just at the Light Fixture
Electrical

Wind-induced sway over years chafes internal wiring for illuminated cones at flex points inside the mast, well away from the fixture itself; check cable routing along the mast's length at overhaul rather than only inspecting the fixture end.

Lift the Base Collar to Check for Hidden Corrosion
Inspection

Corrosion at the base-to-foundation interface is often concealed by a decorative collar or grout line and missed by an external visual pass; lift or look underneath the collar during inspection rather than relying on what's visible from a walk-by.

Remove Informal Bracing That Defeats the Frangible Design
Compliance

A wobbly mast sometimes gets an informal guy-wire or rigid brace added in the field to fix the symptom, which defeats the mast's intended frangible behaviour; flag and remove any non-standard bracing found during inspection rather than leaving it in place.

Log Any Windsock Substitution Against the Site's Original Spec
Documentation

A windsock swapped for a different size or weight during a parts shortage changes the wind speed at which it reaches full extension, altering what the indication actually means to a pilot; log any substitution against the site's original specification rather than treating windsocks as interchangeable.

Quick Answers

Frequently Asked Questions

Short answers about wind cone masts: height, frangibility, materials, lighting, standards, maintenance and common faults.

Q1What is a wind cone mast?

A wind cone mast is the vertical structure that holds a wind cone (windsock) at an elevated height, typically 6 to 10 m above ground level. A swivel bearing or ring at the top lets the wind cone rotate 360° with minimal friction to show wind direction.

Q2How tall should a wind cone mast be?

Typically 6–10 m (20–30 ft), chosen so the wind cone is high enough to catch representative wind unaffected by ground-level turbulence and stays visible above buildings and trees from the air and the runway. A windsock that is too low or sheltered gives an untrustworthy reading.

Q3Where are wind cone masts installed?

At airfields, heliports and military landing zones, near the runway threshold, at the airfield centre or where they are visible from both the approach and the apron. They are also used at fire stations, emergency helipads and offshore platforms.

Q4Does a wind cone mast need to be frangible?

Where the mast falls within a runway strip, taxiway strip or another frangibility-sensitive area, it is fitted with a breakaway coupling or shear-pin design so it breaks away on impact and minimises damage to an aircraft. The mast must also stay within the obstacle-limitation surface so it does not become a hazard.

Q5What is a wind cone mast made of?

Galvanised steel, powder-coated aluminium or fibreglass, 50–100 mm in diameter, on a concrete base, ground plate or flange mount. Masts can carry guy wires and are rated for winds up to about 200 km/h (125 mph) with guy wires.

Q6Can a wind cone mast carry lighting?

Yes. The mast may be hollow so feeder cable can run inside to an illuminated windsock. This is a simple on/off lighting circuit from the ALCMS-controlled airfield lighting circuit, not a CCR intensity-stepped loop, with a dedicated breaker at the distribution point.

Q7Which standards apply to wind cone masts?

The main references are ICAO Annex 14, FAA AC 150/5345-27 (wind cone mast assemblies) and CAA CAP 168 for windsock and mast siting requirements. Always verify the current edition and your national authority's requirements.

Q8How often should a wind cone mast be inspected?

Typically semi-annually for swivel bearing lubrication and function, and annually for frangible coupling or shear-pin inspection, corrosion and coating inspection, guy wire tension checks and structural base and foundation inspection. Your approved maintenance programme takes precedence.

Q9Why is my windsock not rotating freely?

The swivel bearing has probably seized from corrosion, water ingress or lack of lubrication. Test rotation by hand at the masthead, inspect the housing for corrosion, moisture or debris, then clean and re-lubricate or replace the bearing assembly. A stiff bearing gives a false wind direction.

Q10Why is the mast leaning or out of vertical?

Likely causes are foundation settlement, a partially sheared frangible coupling or impact damage. Check vertical alignment with a level or plumb line, inspect the coupling or shear pin and the base for settlement or heave, then re-level and re-secure.

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