Donati GBA H3 I-Profile Overbraced Jib Crane

H- or I-Profile Overbraced Swing Jib Crane

The jib arm is made using an H-beam (also often referred to as an I-beam) section, which allows a hoist-carrying trolley to run on the lower flange of the H-beam.

The GBA H3 series jib crane is fitted with one or two staybolts to support the profile, which connects it to the rotation tube. This version allows the use of the jib crane for loads and jibs superior to those possible with the C and T versions.

Features

• Lifting capacity options from 125kg up to 2 tonnes, with custom capacity options available in between, such as 150kg or 1.5 tonnes
• The arm allows the addition of electrical and mechanical push-trolleys.
• Optional electric power supply festoon systems. This is designed to power an electric hoist and/or electrical trolley, which run along the jib of the crane. It uses a connection box for the connection between the line and the power festoon cable, situated on the top of the column crane.
• Manually rotated push/pull jib arm.
• Donati jib cranes are designed and manufactured according to the ISO A5 classification. The possible configurations are:
• Floor-mounted jib crane with square column 
• Jib rotating angle of 300°. Slewing range can be limited by means of an optional mechanical slew stop.
• Optional fixing methods: an oversized base plate to chemically anchor to an existing concrete floor, or a foundation anchor bolt frame for casting into fresh concrete.
• Standard and custom heights and reaches are available on request. e.g. 4.5 metres reach, 3.5 metres tall - not a problem. 
• A twin arm, single column variant is also available up to 1t + 1t

GBA H3 Dimensions

Oversized Base Plate/CounterPlate (Bolting To Existing Floor)

This is designed to spread the load when bolted to a suitable existing concrete floor. Refer below for manufacturers minimum recommended floor thickness.

The fixing of the column using chemical bolts, needs a scrupulous check of suitability in relation to the type of support flooring.

The suitability checks are the responsibility of the user and must be carried out by expert, qualified technicians who will evaluate the feasibility and formally undertake the relative responsibilities.

Base Plate Specifications

Note: The foundation frame with logbolts, used in the column-mounted version for fixing the column itself to the foundation plinth is supplied on request.