The steps for laying outdoor overhead optical cables include

Outdoor overhead fiber optic cables are installed by selecting the right cable type, surveying the route, mounting support hardware on poles, carefully pulling the cable with controlled tension, and ensuring proper sag and splicing. 1.

Select the Appropriate Cable Type

Outdoor overhead fiber optic cables are designed to withstand environmental stresses such as wind, ice, UV radiation, and temperature fluctuations. Two main types are used: self-supporting cables, which carry their own weight, and messenger-supported cables, which rely on a separate steel support strand for tension support. Armored cables may be used in areas prone to mechanical damage or rodent activity, while ADSS (All-Dielectric Self-Supporting) cables are suitable for long spans without metallic support.

2.

Route Survey and Planning

Before installation, conduct a detailed survey of the route to identify obstacles, pole locations, and environmental hazards. Measure the total cable length, accounting for natural bends, reserved lengths for splicing, and sag allowances. Draw construction and routing diagrams to guide the installation process.

3.

Pole and Support Hardware Preparation

Pole spacing: Urban areas: 25–40 meters; suburban: 40–50 meters; extreme environments: up to 67 meters. Support hardware: Install galvanized steel suspension wires (typically 7/2. 2mm for standard cables) and appropriate clamps or hoop steel bands.

Ensure poles are structurally capable of handling the cable load and environmental forces. 4.

Cable Pulling and Sag Management

Two main installation methods exist: Moving reel method: The cable reel moves along the pole line, allowing one-pass installation without intermediate pulls, suitable for unobstructed routes. Stationary reel method: The cable is pulled from a fixed reel using temporary supports, then transferred to permanent hardware, ideal for partially accessible routes. During pulling: Use a tension controller to avoid exceeding the cable's rated tensile strength.

Maintain a pulling speed ≤15 m/min. Use swivel connectors and guiding pulleys at corners to prevent torque and bending stress. Reserve a sag of approximately 0.

5% of the span to accommodate wind and ice loads. 5.

Splicing and Termination

Splicing should be performed in a splice closure under controlled conditions (humidity