◉ About this project ,whats the cable tray we used is T3 cable tray . Whats the advantage for this type cable tray is :Light, but with good load capacity.
◉ But as that type cable tray is produced by mold . So that limit the cable tray some size.Such as the width, only have 150mm, 300mm,450mm, and 600mm.
◉ And for the height: only 50mm available.
◉ So , if you are interested in this type cable tray . we also have another size. Which we called T5 cable tray.Just the height is different. Can be 75mm.
◉ For the thickness, for the pre-galvanized material , normal is 0.8mm&0.75mm. But also the stainless material and aluminium material are also available. Which for the Aluminium material is soft. So thickness should be no less than 1.2mm.
◉ From the project pictures you can see. Our products can be free turning. And can be evenly wired.
◉ For this cable tray. We also can provide the accessories to connect . Such as radius, connect plate. And such as the Special bolts and nuts.
GENERAL DESCRIPTION
◉ T3 Ladder Tray System is designed for trapeze supported or surfacemounted cable management and is ideally suited to small, mediumand large size cables such as TPS, data comms, Mains & sub mains.T3 offers full integration with our T1 Ladder Tray System saving theinstaller from having to carrying two ranges of accessories.
◉ Material galvabond 0.75mm thick-Aluminium thickness 1.2/1.5mm
3m length
50mm Sides40mm cable laying depth20mm tie off centres Site fabricated fittings Flat and peaked cover option
Available Finishes Galvabond Hot dip galvanized
Powder coated
Zinc Passivated
Stainless steel
Aluminium
◉ Technical Information Load and Deflection data is derivd from tests performed in a NATA certified testing environment in accordance to NEMA VE1-2009 STANDARDSALL Ladders exceed the class designation that has been applied to the product Load data is based on single spans resulting in worst case scenaril . Deflections listed in our table are based on continuous spans,single span installation will result in increased deflection,for single spans multiply the corresponding deflection by 2.5 .
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Post time: Sep-10-2024