Right Engineering

We manufacture lighting poles for various applications like Industrial Roads, Commercial Roads, Highways, Industrial Building, Commercial Buildings, Industrial Accommodation, Campuses, Sports Stadiums and Airports.

Construction of Material

• Steel Tubular Poles


• Galvanizing to Standards 154759/ BS729 / BSEN 1501461

Construction of Swaged Tubular pole
Poles are designed and manufactured to different heights calculating the wind velocity as per IS-875 to suit the site requirements with the proper base and supplied with foundation bolts. Poles are swaged and properly welded and tested as per Indian standard IS-2713-1980.

Construction Protection
The poles after manufacturing will be cleaned both inside and outside to ensure clean and smooth surface and free from dents, rust, etc.

Galvanizing
The entire pole is hot dip Galvanized both internally and externally after fabrication in accordance with BS EN ISO 1461 or equivalent.

Junction Box
An Internal Junction box is provided on each Lighting Poles.

Testing

• Tensile test


• Chemical analysis


• Deflection test


• Permanent set test


• Drop test

Types of Pole Bracket

• Single straight


• Double straight


• Single arch


• Double arch


• Other type of fabricated bracket

Octagonal/Polygonal Poles

Construction of Material
Material generally used to manufacture steel poles is as per BS EN 10025 or equivalent of appropriate grade, having yield strength of min 355N/mm2 and Tensile strength of 490 to 630N/mm2.

Construction of Octagonal/Polygonal Poles

• The column is constructed from Mild Steel plates cut and folded to form Octagonal or Polygonal Section.


• Up to 12 mtrs the poles are supplied in single section.


• Pole above 2 mtrs is supplied in minimum of 3 sections, telescopic jointed and fillet welded with the exception of site joints.


• A door is provided in the base of the pole to have clear access to equipments.


• The Base Flange with welded connection to the mast fully develops the strength of the section. In addition, supplementary gussets are provided between foundation bolt holes.


• The Mast is delivered to site in sections and joined with stressing equipment, thus forming a sleeve joint.