Sectionalizing Tower

Sectionalizing Tower

The Sectionalizing Tower is used at transmission line sectionalizing points to provide structural support for conductor separation and mounting of switching equipment.
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Product Overview

 

The Sectionalizing Tower is used at transmission line sectionalizing points to provide structural support for conductor separation and mounting of switching equipment.

 

Core Technical Requirements

 

Independent double cross-arms carry conductor loads separately, ensuring load independence at sectionalizing points.
Cross-arm clearance meets electrical safety distance requirements for maintenance and isolation conditions.
Hot-dip galvanized coating thickness ≥86 μm for long-term corrosion protection.

 

Technical Parameters

 

Item

Specification

Material

Q355B / Q420B / Q460C / ASTM A572

Corrosion Protection

ISO 1461 / ASTM A123 hot-dip galvanizing

Voltage Level

110kV–500kV

Wind Speed

30–60 m/s

Design Codes

TIA-222-H / ASCE 10-15 / IEC 60826 / EN 1993

Structural Analysis

Global and joint finite element analysis

Inspection

100% UT + MT

Fasteners

Grade 8.8 / 10.9 bolts

 

Manufacturing & Quality Assurance

 

All components are fabricated according to drawings to ensure dimensional consistency.
Full segment trial assembly is conducted before shipment.
Manufacturing system complies with ISO 9001.
Welding procedures comply with AWS D1.1 and EN 1090.
Galvanizing complies with ISO 1461 and ASTM A123.
Inspection includes 100% UT and MT testing.

 

Packaging & Delivery

 

Components are packed by tower segment and shipped according to installation sequence.
Each component has a unique stamped ID matching engineering drawings.
Internal bracing and securing systems are used to prevent transport deformation.

 

FAQ

 

Q: How is electrical clearance ensured?

A: By complying with IEC 60826 clearance requirements.

Q: How is single-side conductor loss handled?

A: Through extreme unbalanced load structural analysis.

Q: How are switchgear loads transferred?

A: Direct transfer into the main structural system via rigid joints.

Q: What standards are applied?

A: TIA-222-H, ASCE 10-15, IEC 60826, EN 1993.

Q: Lead time and payment terms?

A: 35–45 days after approval, 30% advance, 70% before shipment or against B/L

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