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Crane Type

Double Girder Overhead Crane

The solution for facilities that need high tonnage, wide span and maximum lifting height.

Construction

In a double girder crane the bridge consists of two parallel main girders, usually welded box sections, carrying rails on top for the trolley to run on.

Because the trolley sits on top of the girders, a larger hoist unit can be fitted, the reeving can be arranged more flexibly, and the hook can be raised much higher.

What it gains you

The most visible gain is lifting height; under the same roof it's a clear difference over single girder. The second gain is capacity and span: two box-section girders work far more efficiently over a wide span.

The third is equipment flexibility. A maintenance platform can be fitted between the girders; an auxiliary hook can be added alongside the main hook for lighter work; an operator cabin can be fitted for continuous operation.

Building and runway side

CriterionAssessment
TonnageModerate to high tonnage
SpanEfficient at wide spans
Lifting heightNoticeably more than single girder
Wheel loadHigh — building and runway checks required
Maintenance platformCan be fitted
Auxiliary hookStandard option
Operator cabinCan be fitted
Duty classSuited to heavy-duty classes

Technical terms

TermWhat it means
Box girderA girder cross-section welded from four plates, resistant to torsion.
Auxiliary hookA second hoist unit next to the main hook, for light, fast work.
Maintenance platformA walkway fitted between the girders for safe access to equipment.
Open trolleyA trolley type where the hoist unit is mounted in the open, on top of the girders.

Frequently asked questions

Is double girder always better?

No. At low tonnage, moderate span and infrequent use it means unnecessary weight and cost, and the higher wheel loads place extra demand on the building.

What is the auxiliary hook for?

The main hook is large and slow. Using a separate, faster, lower-capacity hoist unit for small parts cuts cycle time.

Can I fit a double girder crane in my existing building?

Yes, if a structural check confirms the columns and brackets can carry the increased wheel loads. If not, reinforcement or a separate legged runway is needed.

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