IS 73211974AI Search Enabled✦ AI Generated

Code of practice for selection, handling and erection of concrete poles for overhead power and telecommunication lines
1974 Edition

This standard outlines detailed procedures for choosing, handling, and erecting reinforced and prestressed concrete poles used in overhead electrical and telecommunication lines. It ensures safety and effectiveness by specifying correct installation practices, handling methods, and alignment criteria. The code is vital for professionals involved in power and telecom infrastructure development.

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1974Edition
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What This Standard Covers

This standard outlines detailed procedures for choosing, handling, and erecting reinforced and prestressed concrete poles used in overhead electrical and telecommunication lines. It ensures safety and effectiveness by specifying correct installation practices, handling methods, and alignment criteria. The code is vital for professionals involved in power and telecom infrastructure development.

Who Uses This Standard

  • Power Systems Engineers
  • Structural Engineers
  • Telecom Network Installation Specialists
  • Construction and Site Contractors
  • Concrete Pole Manufacturers
  • Project Supervisors in Energy and Communication Projects
  • Quality Assurance Personnel

Key Topics Covered

Categories of concrete poles included
Criteria for pole selection
Procedures for lifting and handling poles
Methods for transportation and loading/unloading
Preparation of foundations and required planting depths
Correct positioning and alignment of poles
Implementation of stays and support systems during erection
Safety protocols during installation
Concreting techniques for non-cohesive soils
Guidelines for stringing conductors after erection
Adherence to related Indian Standards
Inspection and approval processes for pole batches

Table of Contents

1Scope and Application
2Terminology and Rounding Rules
3Referenced Materials and Standards
4Pole Handling and Lifting Procedures
5Installation and Erection of Concrete Poles
6Foundation Preparation and Planting Depth Requirements
7Pole Positioning and Alignment Guidelines
8Use of Stays and Supporting Structures
9Transport, Loading, and Unloading Practices
10Safety Measures and Precautions
11Inspection and Quality Control Procedures
12Conductor Stringing Instructions
13Cross-References to Related Standards

Popular Questions About IS 7321

?What are the recommended methods for lifting and handling concrete poles to prevent damage?

The standard advises against lifting poles from a single central point to avoid stress concentration and potential cracking. For poles weighing up to 500 kg, use two lifting points located at one-fifth of the length from the bottom and one-fourth from the top. For poles exceeding 500 kg, lift from four points positioned at one-sixth and one-third the length from the bottom, and two-fifths and one-fifth from the top. Mechanical lifting devices like cranes are preferred, but manual handling is permitted if done carefully following the outlined procedures.

?How should concrete poles be positioned and aligned relative to the power or telecommunication lines?

Concrete poles should be installed so that their major axis — the axis with the greatest moment of inertia — aligns parallel to the direction of the overhead line. This orientation maximizes resistance to bending forces caused by conductor tension. The pole length and planting depth should consider line voltage, required clearance, expected conductor sag, and cross-arm placement, complying with the Indian Electricity Rules and relevant standards.

?What foundation depth and concreting practices are specified for different soil types?

Foundation depth depends on soil characteristics and pole dimensions. For non-cohesive soils such as sandy ground, concreting must extend from the bottom of the excavation up to 150 mm above the planting depth to provide resistance against overturning forces. Prestressed concrete poles require a concrete base plate at the trench bottom, typically 450 mm by 450 mm and 75 mm thick under normal soil conditions. Alternatives like reinforced concrete or timber baulks of 800 mm by 300 mm by 100 mm may be used with approval. Concrete preparation and curing should follow IS 456 guidelines to ensure quality.

?Are there specific requirements for transportation and loading of poles longer than truck bodies?

Yes, poles exceeding the length of the transport vehicle by more than 3.5 meters must be loaded with balanced overhangs at both ends to maintain stability during transit. Additionally, bundling four or more poles together enhances safety. Loading supports such as wooden sleepers or steel rails should be placed at multiple points inside the vehicle to allow gentle dragging of poles using ropes. When poles are fully contained inside the vehicle and laid flat with the minor axis vertical, the number of wooden battens between layers should be increased by 25%, with cushioning materials like straw or waste gunny used to prevent damage.

?When should stays be installed during the erection process to ensure stability?

Stays must be installed before the conductors are tensioned to their working load to stabilize the poles and prevent displacement or overturning. This is especially crucial in areas prone to high winds or poor soil conditions. The erection typically uses the direct pole method, and stays should be firmly fixed during this process. Additional foundation reinforcements such as concrete base plates and concreting around the base may be necessary in challenging soil or climatic conditions.

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