Port Crane

Shipyard Gantry Crane

shipbuilding gantry crane is a large double-leg gantry structure that spans the full width of a shipbuilding berth.
  • Capacity (Main Hoist):100T – 3000T
  • Capacity (Auxiliary Hoist):20T – 500T
  • Span:80m – 170m
  • Cantilever Length:10m – 20m
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A shipyard without the right gantry crane is not a shipyard — it is a steel fabrication yard with ambition. The gantry crane defines what a yard can build, how large a vessel it can handle, and how fast production moves from block assembly to launch. An undersized or poorly specified crane becomes the bottleneck that limits every other investment in the facility.

Shipyard gantry cranes are among the most technically demanding lifting machines in any industrial sector. They span widths of 80–170 metres, lift loads of 100–3000 tonnes, and operate in a marine environment that subjects every structural and electrical component to continuous salt-air corrosion. Getting the specification right from the outset determines whether the crane serves the yard reliably for 30 years or becomes a source of unplanned downtime that disrupts the production schedule.


Product Description

What Is a Shipyard Gantry Crane?

A shipyard gantry crane — also called a goliath crane, portal gantry crane, or shipbuilding gantry crane — is a large double-leg gantry structure that spans the full width of a shipbuilding berth, drydock, or block assembly area. It travels on ground-level rails along the length of the working area, covering the entire production zone with its main hoist and trolley.

The crane handles the largest and heaviest lifts in the shipyard: ship hull block sections weighing hundreds of tonnes, engine modules, deck sections, and major structural assemblies. It is the piece of equipment that makes large vessel construction physically possible.

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shipyard gantry crane manufacturer
Shipyard Gantry Crane
shipyard gantry crane manufacturer

Main Hoist and Auxiliary Hoist Configuration

Shipyard gantry cranes carry two separate hoist systems on a single bridge:

Main hoist — the primary lifting system, carrying the crane’s rated maximum SWL. Typically a heavy-duty wire rope crab trolley travelling on rails on top of the main girders. Used for all heavy block lifts.

Auxiliary hoist — a secondary hoist with lower capacity but often higher speed. Used for rigging, positioning, and handling smaller items that do not require the main hoist. The auxiliary hoist allows the crane to perform two different lifting tasks simultaneously or in rapid sequence without the main hoist being involved in light accessory work.

The main hoist trolley travels across the full span including the cantilever sections, providing coverage of the entire working area beneath the crane.

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Structural Design: Box Girder and Leg Configuration

The main girder of a shipyard gantry crane is a large box section — fabricated from structural plate into a closed rectangular section with internal stiffening. The box section provides the bending stiffness required for the long spans involved while keeping the structure as light as possible relative to its load-bearing capacity.

Two leg types are commonly used, and the choice affects how the crane handles differential rail settlement or misalignment:

Rigid leg — a fixed-connection leg that transfers all lateral forces from the girder to the rail foundation. Used on one side of the crane.

Flexible (hinged) leg — a leg with a pin connection at the top or bottom that allows limited rotation. Used on the other side of the crane to accommodate differential thermal expansion and minor rail misalignment without inducing stress into the main girder. This rigid + flexible leg combination is standard on large shipyard gantry cranes worldwide.


Technical Parameters

Standard Configuration Overview

ParameterSpecification Range
Lifting Capacity (Main Hoist)100T – 3000T
Lifting Capacity (Auxiliary Hoist)20T – 500T
Span (Between Rail Centrelines)80m – 170m
Cantilever Length (Each Side)10m – 20m
Total Working WidthSpan + 2 × cantilever
Lifting Height30m – 100m (above rail level)
Hoisting Speed — Main0.5 – 5 m/min (full rated load)
Hoisting Speed — Auxiliary2 – 15 m/min
Trolley Travel Speed10 – 40 m/min
Gantry Travel Speed10 – 30 m/min
Drive SystemAC VFD — all motions
Rail TypeHeavy crane rail (P43 – P120 or equivalent)
Power SupplyConductor rail or trailing cable
Work Duty ClassA6 – A7 (ISO 4301 / FEM 1.001)
Girder TypeBox girder, welded plate construction
Leg TypeOne rigid + one flexible (standard)
Design StandardGB/T 14406, EN 13001, FEM 1.001
ClassificationCCS, ABS, BV, DNV GL, LR (buyer’s specification)
CertificationCE (EU Machinery Directive 2006/42/EC), ISO 9001

Hoisting Performance at Different Load Levels

Speed and performance on a large shipyard crane varies with load. Understanding the speed-load relationship is important for production planning:

Load LevelMain Hoist SpeedNotes
100% SWL (full rated load)0.5 – 2 m/minControlled, slow lift for maximum load
50% SWL1 – 4 m/minStandard working range for most block lifts
25% SWL or less2 – 8 m/minLight rigging and positioning work
Unladen (hook only)Up to 15 m/minRapid return for next lift

Variable frequency drives on all motions provide smooth speed control across the full range — eliminating the step-changes that older contactor-controlled systems imposed and reducing mechanical shock on the rope, drum, and structural connections.

Structural Steel and Environmental Specification

ParameterShipyard Standard Specification
Structural Steel GradeQ345B or equivalent (minimum)
Weld StandardGB/T 11345, EN ISO 5817 — Level B
NDT RequirementUT + MT on all primary structural welds
Primary Coating SystemSa 2.5 blast + zinc-rich primer + epoxy mid + PU topcoat
Minimum DFT300 microns total
Additional TreatmentStripe coat on all weld seams and exposed edges
FastenersHot-dip galvanized or stainless steel for external connections
Electrical EnclosuresIP55 minimum; IP65 for exposed outdoor installations
Operating Temperature-20°C to +50°C (cold weather packages available)

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Application Scenarios

Ship Hull Block Assembly — Main Production Application

The primary application of a shipyard gantry crane is lifting hull block sections — prefabricated ship hull units weighing 100 to 600 tonnes — from the assembly hall floor or outdoor fabrication area and positioning them on the building berth for welding into the growing hull structure.

Modern shipbuilding uses block construction methodology: the hull is fabricated in sections in a controlled indoor or semi-outdoor environment, then lifted by gantry crane and assembled in sequence on the building berth. The gantry crane makes this production method possible. Without a crane of sufficient capacity and span, blocks must be reduced in size — which increases the number of joints to weld on the berth, slows production, and reduces weld quality control.

A 500T main hoist capacity with 120m span covers the standard building berth of a medium to large shipyard producing vessels in the 10,000–50,000 DWT range. Larger yards building VLCCs, LNG carriers, or large containerships require 800T–3000T capacity and spans up to 170 metres.

Drydock Operations — Ship Repair and Conversion

Shipyard gantry cranes over drydocks support both new construction and ship repair and conversion operations. In repair mode, the crane handles engine removal and replacement, propeller and rudder handling, deck equipment removal, and large structural section replacement.

Drydock cranes also operate in a more confined geometry than building berth cranes. The hook must reach to the drydock floor level — which may be 15–25 metres below quay level — while maintaining clearance above the ship’s superstructure at the upper position. Hook height specification for drydock applications requires careful coordination with the drydock geometry and the vessel profiles to be handled.

Slipway Launch Operations

Shipyards using inclined slipways for vessel launch require gantry cranes that can operate at the slipway gradient and position loads accurately onto the cradle system. Slipway cranes must be designed for the lateral force component that arises from operating on an inclined rail foundation — a load case that does not apply to flat building berth cranes and must be explicitly accounted for in the structural design.

For slipway applications, rail gradient tolerance and the level compensation system for the crane cab and hoist machinery are important specifications. Equipment that relies on gravity-referenced systems — oil lubrication, fluid levels, and some braking systems — must be designed or adapted for the slipway gradient.

Offshore Platform and Module Yard Lifting

Large gantry cranes are also deployed in offshore fabrication yards — assembling oil platform topsides, jacket structures, and living quarter modules. These structures weigh 500 to 2,000 tonnes and require a crane of equivalent or greater capacity to lift and position them during assembly.

The specification profile for an offshore module yard is similar to a shipyard but with some important differences: loads are typically more irregular in shape and weight distribution; the lift plan for each module must be individually engineered; and the yard may need to handle loads that approach or exceed the crane’s standard SWL through engineered tandem lifts using two cranes simultaneously.

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Key Features That Define Our Shipyard Gantry Cranes

AC Variable Frequency Drive on All Motions

All hoist, trolley, and gantry travel drives use AC VFD technology as standard. This provides smooth, stepless speed control from zero to maximum — critical for the precise positioning required when lowering a 300-tonne block section onto a building berth where alignment tolerances are measured in millimetres. Hard stops and speed steps — characteristic of older contactor-controlled drives — are eliminated, reducing mechanical shock and extending the service life of ropes, drums, and structural connections.

Anti-Sway and Precision Positioning System

Load swing on a large shipyard crane — with a hoist height of 50 metres and a heavy block section suspended from a long rigging spread — creates significant positional error at the landing point and imposes dynamic loads on the crane structure. Our standard anti-sway system uses drive motion profiling — the trolley and gantry accelerate and decelerate on a calculated profile that minimizes pendulum swing. For high-precision applications, active anti-sway with laser-based position feedback reduces residual swing at the hook to less than 200mm at full travel speed.

Marine-Grade Corrosion Protection System

Shipyard environments are among the most corrosive industrial settings. Salt-laden air, humidity, and tidal splash zones accelerate coating degradation on exposed structural and mechanical components. Our standard coating system for shipyard gantry cranes specifies:

  • Sa 2.5 abrasive blast preparation on all steel surfaces
  • Zinc-rich primer (60 microns DFT minimum)
  • Epoxy mid-coat (120 microns DFT minimum)
  • Polyurethane topcoat (80 microns DFT minimum)
  • Stripe coat on all weld seams, edges, and bolt heads

Total minimum DFT of 300 microns. On structures within 50 metres of the waterline or in tidal zones, an additional sacrificial anode system is available for substructure protection.

Safety Systems Standard Package

All shipyard gantry cranes are supplied with a comprehensive safety system as standard:

  • Overload protection with automatic cutoff at 110% SWL
  • Upper and lower limit switches on all hoists
  • End travel limits on trolley and gantry
  • Anti-collision system between cranes on the same runway
  • Wind speed anemometer with staged alarms and automatic storm securing
  • Structural health monitoring (load cycle counter and hoist utilization recorder)
  • Emergency stop accessible from ground level, cabin, and maintenance platforms

Classification Society Certification

Shipyard gantry cranes are designed and manufactured to the requirements of major classification societies. Classification is required for cranes operating at classified shipyard facilities and for cranes that will lift marine equipment requiring classification certification. We manufacture to:

The classification surveyor attends factory acceptance testing and issues the crane certificate directly. We coordinate the surveyor schedule as part of our standard project delivery process.

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Honor & Certificates

Service

Pre-Sales Technical Consultation
Our engineering team reviews your yard layout, throughput requirements, and infrastructure before recommending a configuration. We provide technical proposals, layout drawings, and load calculations — at no cost — before you commit to a purchase.
Factory Acceptance Testing (FAT)
All cranes undergo full load testing at our factory before shipment. Buyers are welcome to witness FAT in person or via live video. Test reports and certificates are issued upon completion.
Installation & Commissioning
Our on-site service team handles full crane erection, electrical commissioning, and system integration at your facility. Commissioning includes operator training and handover documentation.
Spare Parts Supply
We maintain a global spare parts inventory for all crane models we supply. Critical components — spreaders, hoist motors, VFD drives, PLC modules — are available for dispatch within 48–72 hours. Long-term supply agreements are available for fleet operators.
Preventive Maintenance Programs
We offer annual maintenance contracts covering inspections, lubrication, wear part replacement, and safety audits. Remote diagnostics via our crane monitoring platform allows early identification of faults before they cause unplanned downtime.
Warranty
Standard warranty: 24 months from commissioning date covering structural, mechanical, and electrical components under normal operating conditions. Extended warranty and service contracts available.

Why Choose Us

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Our products are factory direct sales with guaranteed quality. They sell well all over the country and have received good feedback from customers multiple times!
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Our products are factory direct sales with guaranteed quality. They sell well all over the country and have received good feedback from customers multiple times!
Quality Assurance
Our products are factory direct sales with guaranteed quality. They sell well all over the country and have received good feedback from customers multiple times!
Worry Free Service
Our products are factory direct sales with guaranteed quality. They sell well all over the country and have received good feedback from customers multiple times!

Frequently Asked Questions

For any unanswered questions, reach out to oursupport team via email. We'll respond as soon aspossible to assist you.
Q1: How do I determine the correct lifting capacity for a new shipyard gantry crane?
Start with your heaviest planned single lift — not your average lift. The crane SWL must cover the heaviest block section, module, or equipment item you will lift at any point in the production program. Add a minimum 25% margin above the heaviest planned lift weight to allow for rigging gear weight, weighing inaccuracy, and future vessel type changes. For a yard planning to build vessels in the 20,000–50,000 DWT range, individual block weights of 400–800 tonnes are common for large structural sections and engine room blocks. If two cranes will be used for tandem lifts, each crane must be individually rated for at least 60% of the maximum combined lift weight — not 50% — to account for load distribution uncertainty in tandem operations.
Q2: What is the difference between the span and the total working width of a shipyard gantry crane?
The span is the distance between the centrelines of the two rail tracks the crane travels on. The total working width includes the span plus both cantilever extensions. A crane with a 120m span and 15m cantilevers on each side has a total working width of 150m. The cantilevers allow the crane to lift loads alongside the building berth — at the quayside or in the fitting-out area — without requiring the crane rails to extend that far. Cantilever length is typically 12–20% of the total working width on each side. The crane's structural design must account for the cantilever overhang moment — a fully loaded trolley at the cantilever tip imposes significant bending loads at the main girder-to-leg connection that must be engineered from the outset.
Q3: Can a shipyard gantry crane be relocated to a different berth or facility?
Relocation is technically feasible but is a major project comparable in scope to the original installation. The crane must be disassembled into transportable sections — typically the main girder in two or more sections, the legs, and all running gear — transported to the new location, and fully reassembled and recommissioned. The new berth requires an equivalent rail foundation designed for the crane's wheel loads. Electrical supply infrastructure must be reinstalled. Classification society recertification is typically required after relocation. Relocation projects for large shipyard cranes typically take 6–12 months from planning to operational recommissioning and require specialist crane erection contractors with large-span gantry crane experience. If relocation is a possibility during the crane's operational life, design the crane with bolted field joints at key structural connections rather than site-welded joints to facilitate future disassembly.
Q4: What are the most critical maintenance requirements for a shipyard gantry crane?
Four maintenance areas require particular attention in a shipyard environment. First, wire rope: main hoist ropes on high-capacity cranes carry enormous loads and must be inspected per ISO 4309 at defined intervals — typically monthly in high-cycle service — and replaced at the discard criteria regardless of visible damage. Never extend rope service life beyond the calculated fatigue limit. Second, coating condition: in a marine environment, coating degradation is the primary driver of structural corrosion. Inspect coating condition annually and repair damaged areas immediately — allowing corrosion to establish under damaged coating dramatically increases repair scope and cost. Third, rail and wheel condition: the wheel-rail interface is a high-wear contact under heavy load. Measure wheel flange and tread condition quarterly and rail head profile annually — excessive wear creates lateral forces that stress the crane structure beyond design limits. Fourth, structural weld inspection: schedule non-destructive testing of primary structural joints every five years, or immediately after any overload incident or collision event.

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