logo

products details

Created with Pixso. Home Created with Pixso. Products Created with Pixso.
Aluminium Scaffold Tower
Created with Pixso.

Wide Base Outrigger Stabilized Aluminium Scaffold Tower 300 Percent Footprint Expansion for 24m Working Height EN12810

Wide Base Outrigger Stabilized Aluminium Scaffold Tower 300 Percent Footprint Expansion for 24m Working Height EN12810

Detail Information
Material:
Aluminum Alloy 6082-T6
Platform Size:
2.0m X 0.6m
Working Height:
Up To 24m
Outrigger Extension:
0 - 2.5m Each Arm
Footprint Expansion:
Up To 300%
Foot Type:
250mm Ball-and-Socket Articulating
Tube Wall Thickness:
3.2mm
Pivot Mount:
Double-Shear 8x M12 Stainless
Load Capacity:
200 Kg/sqm
Surface Treatment:
Anodized Silver
Wheel Type:
250mm Heavy-Duty Lockable Castor
Highlight:

aluminium scaffold tower with wide base

,

outrigger stabilized scaffold tower

,

EN12810 scaffold tower 24m height

Product Description
Hazard Identification: Wind Loading at Height

Mobile scaffold towers erected to heights exceeding 12 meters enter a wind-loading regime fundamentally different from the ground-level conditions for which standard stability calculations are performed. Wind speed increases with height according to a power-law profile, and the tower structure itself presents a sail area that generates overturning moments proportional to the square of wind velocity. A standard 0.75m-wide tower at 20-meter working height in a 15 m/s wind (Beaufort Force 4, described as "moderate breeze") experiences an overturning moment approximately 8 times greater than the same tower at 4-meter height. Without engineered mitigation, this wind-induced moment can exceed the tower's self-weight restoring moment, creating an overturning hazard even under wind conditions that feel unremarkable to workers at ground level.

Engineered Mitigation: Footprint Expansion Physics

The Wide Base Outrigger system addresses wind stability through geometric rather than mass-based means. By extending the effective base width from 0.75m to 2.5m per side (5.0m total base width), the resisting moment arm increases by a factor of 6.7. Since overturning resistance is the product of tower weight and the horizontal distance from the pivot point to the center of gravity, this geometric expansion achieves the same stability enhancement as adding 4.5 tonnes of ballast weight—without the mobility penalty that ballast imposes. Each outrigger beam telescopes independently through a threaded screw mechanism with intermediate lock positions at 0.5m increments, enabling graded stability selection based on the specific working height and wind forecast for each deployment. A setup placard correlates working height with minimum required outrigger extension for wind conditions up to 12.5 m/s (the maximum wind speed for safe tower use per EN1004), removing the need for on-site engineering calculations.

Hazard Mitigation for Soft Ground: The articulating ball-and-socket outrigger feet address a secondary failure mode where standard flat stabilizer pads on soft or uneven ground develop edge loading that progressively sinks the pad edge, creating a self-reinforcing tilt cycle that can progress to overturning even in zero-wind conditions. The 250mm diameter load-distribution plates with 15-degree swivel articulation maintain full surface contact regardless of ground inclination, distributing the outrigger reaction force over 0.049 square meters per foot. On ground with a bearing capacity of 100 kPa (typical of compacted construction site fill), this provides 4.9 kN of support per foot—sufficient for the full outrigger reaction force at maximum extension and load.

Key Features
  • 6.7x Resisting Moment Arm Increase: Footprint expansion from 0.75m to 5.0m total base width achieves stability equivalent to adding 4.5 tonnes of ballast through purely geometric means, preserving tower mobility.
  • Wind Speed to Extension Correlation Placard: Permanently attached setup guide correlates working height with minimum outrigger extension for wind speeds up to 12.5 m/s, eliminating on-site engineering calculations.
  • 15-Degree Articulating Ball-and-Socket Feet: 250mm load-distribution plates maintain full surface contact on ground inclined up to 15 degrees, preventing the progressive edge-sinking failure mode of fixed flat-pad stabilizers.
  • 0.049 sqm Per Foot Ground Pressure: Large-area foot plates distribute reaction forces to 100 kPa bearing capacity ground, providing 4.9 kN support per foot—sufficient for full maximum-extension outrigger loading.
  • Graded Stability Lock Positions at 0.5m: Intermediate extension positions enable deployment of only the necessary footprint expansion for the specific working height, preserving worksite maneuverability when full extension is not required.
  • Double-Shear Pivot Mount Design: Eight M12 stainless steel fasteners per outrigger mount distribute reaction forces in double-shear configuration, preventing the localized yielding of single-bolt pivot attachments under maximum loading.
Technical Specifications
ParameterSpecification
Outrigger Extension (Each)0-2.5m from Centerline
Intermediate Lock PositionsEvery 0.5m
Maximum Working Height24m
Platform Dimensions2.0m x 0.6m
Material GradeAluminum Alloy 6082-T6
Outrigger BeamRectangular Box + Internal Webs
Foot Plate Diameter250mm
Foot ArticulationBall-Socket (15 deg)
Pivot MountDouble-Shear 8x M12 SS
Tube Wall Thickness3.2mm
Load Capacity200 kg/sqm
Outrigger Weight35 kg
Surface TreatmentAnodized Silver
Wheel250mm Heavy-Duty Lockable
StandardsEN1004:2004, EN12810
Packaging and Quality Assurance

Outrigger beams pre-installed in stowed position within base frame channels. Calibrated torque wrench included for M12 pivot fasteners with placard-specified values. Custom steel stillage packaging. 36-month structural warranty with annual re-certification inspection service available for rental fleets.