IS 13158

: 1991

Prestressed concrete circular spun poles for overhead power, traction and telecommunication lines

CurrentSpecializedSpecificationBIMStructural Engineering · Cement Matrix Products
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This standard specifies the requirements for prestressed concrete (PSC) circular poles manufactured by the centrifugal spinning method. It covers materials, dimensions, manufacturing processes, testing procedures, and acceptance criteria for poles used in overhead power, traction, and telecommunication lines.

Prestressed concrete circular spun poles for overhead power, traction and telecommunication lines

Quick Reference Values
Minimum grade of concreteM 40
Minimum cement content360 kg/m³
Minimum cover to prestressing steel20 mm
Load factor for ultimate load test2.5 times the specified working load
Permissible deflection at working loadNot specified, but recovery of 85% of deflection is required after load removal
Permissible crack width at working loadNo visible cracks
Practical Notes
The centrifugal spinning process creates a dense, high-strength concrete outer layer, which enhances durability, but requires stringent quality control during production.
Handling and transportation of these slender poles require special care and specified support points to avoid damage before installation.
Verification of the transverse load test results is the most critical acceptance criterion for ensuring the pole's performance in service.