Eye nut with support groove | for poles | hot-dip galvanized | 141kN | 1.021"-8 UNS-2B | Q235 carbon steel

The design combines a threaded fastening section with a wide profiled eye. This type of component is used where a mechanical attachment point must be created on a pole or other structure for connection of a rope, wire or other tension element.

The profiled eye surface is formed so that a suitable rope, wire, cable or connecting fitting can be attached to it. The exact connection method must be selected according to the design of the line or structure in which the component is used.

The zinc layer forms a protective barrier between the steel and the environment. For this reason, hot-dip galvanized fastening components are widely used in outdoor electrical networks, utility poles and other infrastructure structures.

This component must not be selected only according to an approximate rod diameter. The thread diameter, pitch and tolerance class must match. Using an incompatible thread may damage the connection and reduce its mechanical reliability.

The design or allowable working load must be determined according to the requirements of the specific project, the applicable safety factor, joint geometry, load direction, parameters of the other connection components and the manufacturer's technical documentation.

• Forged steel construction.
• Q235 carbon steel.
• Hot-dip galvanized surface.
• Specified zinc coating thickness – 86µm.
• Profiled bearing eye.
• 1.021"-8 UNS-2B internal thread.
• Suitable for outdoor infrastructure connections.
• Minimum breaking force stated in the drawing – 141kN.

• Solid forged construction.
• Q235 steel suitable for mechanical connections.
• Hot-dip galvanized corrosion protection.
• 86µm protective zinc coating.
• Wide profiled bearing eye.
• Threaded mounting allows the component to be integrated into a pole connection system.
• Suitable for outdoor electrical networks and utility infrastructure structures.

• Exact thread compatibility is required: the mating component must comply with the 1.021"-8 UNS-2B thread requirements.
• The allowable working load cannot be determined from the 141kN breaking force alone.
• Load direction is important: the component must be used according to the intended structural arrangement.
• Damage to the zinc coating may reduce corrosion resistance.
• The complete connection is only as strong as its weakest component: the rod, rope, clamps and other fastening components must also be evaluated.

A fastening rod with the correct thread is installed in an electrical or utility-network pole. The eye nut is screwed onto the rod, creating an external mechanical connection point.

A rope or wire fastening element specified by the project is connected to the profiled eye. The shape of the eye provides a wider bearing contact than a conventional narrow eye.

The final connection load must be selected by considering not only the parameters of the eye nut itself, but also the design characteristics of the fastening rod, rope, connecting elements, support and the entire structure.

When selecting the component, not only the eye nut itself but also the threaded rod, rope, wire, clamps, intermediate elements and support structure must be checked. The mechanical parameters of all components must meet the requirements of the specific project.

It is used for mechanical connections on poles and in other infrastructure structures.

Q235 carbon steel.

Yes. The surface is hot-dip galvanized.

The specified coating thickness is 86µm.

1.021"-8 UNS-2B internal thread.

97.1mm.

Approximately 0.96kg.

141kN.

No. Breaking force and allowable working load are not the same parameter. The working load must be determined according to the project, the applicable safety factor and the characteristics of the complete connection.

The fastening component must be selected according to the design load of the specific structure, the load direction, the parameters of the threaded rod and the mechanical characteristics of the other connection components. Before installation, thread compatibility and the condition of the product must be checked.

The minimum breaking force of 141kN stated in the drawing must not be used directly as the allowable working load without an appropriate structural assessment and safety factor. Damaged, deformed or heavily corroded components must not be used.