Enlarge Link for Anchor Chain Connection

Engineered for Heavy-Duty Anchor Chain Connection

Enlarge Link
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Enlarge Link3
Enlarge Link5
End Shackle4
Enlarge Link
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Enlarge Link3
Enlarge Link5
End Shackle4

#1 MARINE HARDWARE

Enlarge Link

Product attributes :

Feature

1. Enlarged Link Structure

Designed with an enlarged profile compared with standard anchor chain links to meet specific connection and assembly requirements within an anchor chain system.

2. Connection Compatibility

Manufactured to match the specified anchor chain dimensions and the connecting components used in the chain assembly.

3. Heavy-Duty Construction

Produced from steel suitable for the specified mechanical properties and working requirements of marine anchor chain systems.

4. Dimensional Accuracy

Critical dimensions, including internal opening, external width, overall length and cross-sectional dimensions, are controlled according to approved drawings or applicable specifications.

5. Marine Chain Applications

Used in anchor chain assemblies where an enlarged link is specified by the chain design or connection arrangement.


Description

Anchor Chain Enlarged Link is a specially dimensioned chain component used in marine anchor chain assemblies. Its enlarged profile distinguishes it from standard stud link or studless chain links and allows it to meet specific dimensional and connection requirements within the chain system.

The product is manufactured according to the specified drawings, chain dimensions, material requirements and applicable manufacturing standards. Important considerations include dimensional compatibility, material properties, heat treatment and inspection requirements. The enlarged link must be selected according to its intended position and the connecting components in the anchor chain assembly.


Product Details

An Enlarge Link is a specially designed anchor chain connecting link with an enlarged opening, used to connect anchor chain sections with compatible connecting components of different dimensions. It is commonly incorporated into anchor chain assemblies and connecting arrangements to provide a suitable transition between chain links, joining shackles, end shackles and other compatible fittings. Its dimensions and configuration are selected according to the chain diameter, connecting component specifications and the requirements of the complete anchor chain system.







Structure

An Anchor Chain Enlarged Link is a specially proportioned link used within a stud link anchor chain assembly. Under ISO 1704, it is identified as a connecting component between a common link and an end link when D-type joining shackles are used, or between a common link and a swivel.

Its main structural feature is a larger cross-sectional diameter than that of a standard common link. The overall link profile follows the proportions specified for the enlarged link rather than simply increasing the dimensions of an ordinary chain link.

The main structural features include:

Enlarged Cross-Section

The enlarged link has a greater nominal diameter than the common link. This provides the specified geometry for the connecting position within the chain assembly.

Oval Link Profile

The link is formed into an oval configuration, with curved crowns and relatively straight side sections. The internal dimensions must allow the adjacent chain links and connecting fittings to seat and articulate correctly.

Crown and Side Sections

The crown sections and straight portions form the main load-bearing geometry. Their cross-sectional dimensions and bending profile must comply with the approved drawing and applicable manufacturing requirements.

Internal Clearance

The inside length and width must provide sufficient clearance for the adjoining links or connecting components. Insufficient clearance can restrict link movement, while excessive clearance may result in an incorrect fit.

Stud Configuration

For stud-link anchor chain applications, the enlarged link is manufactured with the stud configuration specified by the applicable chain design. The stud and link body must be compatible with the required assembly and manufacturing standard.




Material

Anchor Chain Enlarged Links are manufactured from steel selected according to the required anchor chain grade, mechanical properties and applicable classification requirements.

The material must be suitable for the forming, welding and heat-treatment processes specified in the approved manufacturing procedure.

Material selection should consider the following factors:

Steel Grade

The steel grade must correspond to the specified anchor chain grade and approved manufacturing requirements. Depending on the chain system, applicable requirements may involve Grade 2 or Grade 3 anchor chain materials.

For offshore mooring applications, higher-grade mooring chain materials may be specified under separate standards and project requirements. These should not automatically be treated as equivalent to conventional ship anchor chain grades.

Mechanical Properties

The material must meet the specified requirements for:

Yield strength

Tensile strength

Elongation

Impact toughness, where required

These properties should be verified against the applicable chain grade and classification requirements rather than assumed from the material designation alone.

Heat Treatment

Heat treatment is an important manufacturing process for controlling the mechanical properties of the enlarged link.

Depending on the material and manufacturing process, normalizing, quenching and tempering may be specified.

The actual process must follow the approved heat-treatment procedure, including temperature control, holding time and cooling conditions.

Material Traceability

Each production batch should have identifiable material records.

Heat numbers, material certificates and production records should be maintained so that the finished component can be traced back to its original steel material.




How To Use?

Installation in an Anchor Chain Assembly

An Anchor Chain Enlarged Link is installed at a designated position within the anchor chain assembly. Its position depends on the chain arrangement and the type of connecting fittings specified in the system design.

For a conventional stud link anchor chain using D-type joining shackles, the enlarged link may be positioned between a common link and an end link. It may also be used between a common link and a swivel in an arrangement designed for that connection.

The following points should be considered during assembly:

Confirm the Installation Position

Identify the required position of the enlarged link from the anchor chain assembly drawing. Do not replace a common link or end link with an enlarged link without checking the approved arrangement.

Check Dimensional Compatibility

Confirm the enlarged link dimensions against the adjoining common link, end link, joining shackle or swivel.

Particular attention should be given to the internal opening, cross-sectional diameter and connecting geometry.

Check the Connecting Components

The enlarged link must be compatible with the specified joining shackle or swivel. The connecting component must be designed to accommodate the actual link dimensions.

Confirm Assembly Condition

Before the chain assembly is accepted, the link arrangement should be checked for proper seating, alignment and freedom of movement.

Follow Approved Inspection Requirements

Installation and acceptance should follow the vessel's applicable procedures, approved drawings and classification requirements.





Application

Marine Anchor Chain Systems

Anchor Chain Enlarged Links are mainly used in stud link anchor chain assemblies where a larger link profile is required at designated connecting positions.

Typical applications include:

Ship Anchor Chain Cables

Used in conventional ship anchor chain assemblies for commercial vessels, including bulk carriers, container ships, tankers and general cargo vessels.

Chain Shot Connections

Used in specified chain-shot connection arrangements where an enlarged link is required between the common link and associated end connection components.

Swivel Connections

Applied in anchor chain arrangements where a swivel is connected through an enlarged link to accommodate the specified connection geometry.

Anchor Chain Replacement

Supplied as replacement components for existing anchor chain systems. Dimensional compatibility with the original chain cable and connecting fittings must be confirmed before ordering.

Marine Equipment Manufacturing

Used by anchor chain manufacturers, shipyards and marine equipment suppliers as part of the production or maintenance of compatible anchor chain assemblies.

Ship Repair and Maintenance

Used when replacing damaged, worn or otherwise unserviceable enlarged links, subject to the approved repair or replacement requirements of the vessel.





How To Choose?

Key Factors When Selecting an Anchor Chain Enlarged Link

Selecting an Anchor Chain Enlarged Link requires more than matching the nominal chain diameter. The link must be compatible with the chain grade, connecting components, dimensional requirements and intended installation position.

Confirm the Nominal Chain Diameter

The nominal diameter of the common link is the starting reference for selecting an enlarged link.

The actual dimensions should be checked against the applicable standard table and approved drawing.

Confirm the Anchor Chain Grade

The enlarged link must match the mechanical requirements of the associated anchor chain.

Common considerations include:

Grade 2 anchor chain

Grade 3 anchor chain

Other grades specified by the applicable standard or project

The material and heat-treatment requirements should be confirmed before production.

Check the Connecting Components

Identify which components will be connected to the enlarged link.

These may include:

Common Link

End Link

D-Type Joining Shackle

Anchor Chain Swivel

The internal opening and external profile must accommodate the adjoining components without restricting their intended movement.

Verify Critical Dimensions

All dimensions should be taken from the applicable standard or approved product drawing.

Confirm Manufacturing and Certification Requirements

For shipbuilding and replacement projects, confirm whether the order requires:

Manufacturer's material certificate

Mechanical property test reports

Proof load test records, where specified

Classification society inspection

Dimensional inspection report

Product marking and traceability

Certification requirements depend on the project specification and applicable classification rules.





How To Choose A Reliable Supplier?

Supplier Evaluation for Anchor Chain Enlarged Link

When purchasing Anchor Chain Enlarged Links, buyers should evaluate the supplier's ability to control dimensions, material properties and manufacturing processes. These factors directly affect compatibility with the existing anchor chain assembly.

Understanding of Anchor Chain Standards

The supplier should understand the dimensional requirements of ISO 1704 and the relevant classification society rules.

The quotation should clearly identify the applicable standard, nominal chain size and enlarged link dimensions.

A supplier should also distinguish between enlarged links, end links and common links rather than treating them as interchangeable components.

Material Control and Traceability

The supplier should be able to provide information about the steel material used in production.

Material certificates should identify the steel grade, chemical composition and mechanical properties where required.

Heat numbers and production records should be maintained to establish traceability between raw material and finished products.

Manufacturing Process Control

Ask the supplier about its manufacturing processes, including:

Steel material preparation

Link forming

Welding and stud installation, where applicable

Heat treatment

Surface finishing

Final dimensional inspection

The manufacturing process should follow an established procedure appropriate for the specified chain grade.

Dimensional Inspection Capability

The supplier should have the equipment and inspection procedures needed to measure critical link dimensions.

Particular attention should be given to the enlarged diameter, overall length, overall width and internal clearance.

Dimensional inspection should be based on the applicable drawing and standard, not simply visual comparison with a sample.

Mechanical Testing and Quality Records

Depending on the order requirements, the supplier should be able to provide relevant test documentation, such as:

Chemical composition analysis

Tensile test results

Impact test results, where required

Hardness test results, where specified

Proof load test records, where applicable

Non-destructive testing reports, where required

For classification-controlled orders, the inspection and testing arrangements should be confirmed before production.

Export and Order Documentation

For international marine equipment procurement, the supplier should also be able to handle:

Technical drawings and dimensional confirmation

Commercial and packing documentation

Material and inspection records

Classification documentation, where required

Shipment and delivery coordination

These records are important for shipyard purchasing departments, shipowners and marine equipment distributors.




FAQ

1. What is an Anchor Chain Enlarged Link?

An Anchor Chain Enlarged Link is a specially dimensioned component used in stud link anchor chain assemblies. It has a larger cross-sectional diameter than a common link and is used at designated connecting positions within the chain system.

2. What is the difference between an Enlarged Link and a Common Link?

The main difference is the cross-sectional diameter and the intended position within the chain assembly.

Under ISO 1704, the enlarged link has a nominal diameter 10% greater than the common link. Its dimensions are specified separately to provide the required connection geometry.

3. What is the difference between an Enlarged Link and an End Link?

An enlarged link and an end link have different dimensional proportions and connection functions.

The enlarged link is generally used between a common link and an end link in D-type joining shackle arrangements, or between a common link and a swivel.

The end link is designed for specific chain-end connections, including connections involving an end shackle.

4. Is an Enlarged Link used in studless anchor chains?

The enlarged link discussed here follows the conventional stud link anchor chain arrangement covered by ISO 1704.

Studless chain systems may have different component configurations and dimensional requirements. Compatibility should be confirmed against the applicable chain design and standard.

5. What is the dimensional relationship between an Enlarged Link and a Common Link?

According to ISO 1704:2022, the nominal diameter of the enlarged link is 1.1 times the nominal diameter of the common link.

Other dimensions, including overall length, width and internal opening, should be taken from the relevant standard table.

6. Which materials are used for Anchor Chain Enlarged Links?

Steel materials are selected according to the required anchor chain grade and manufacturing specification.

The material must satisfy the specified chemical composition and mechanical properties, including tensile strength, yield strength and impact toughness where applicable.

7. Can an Enlarged Link be supplied according to customer drawings?

Yes. Enlarged links can be manufactured according to approved drawings and specified technical requirements, subject to manufacturing feasibility.

Customers should provide the chain diameter, grade, dimensional drawing and connecting component information.

8. Does an Enlarged Link require heat treatment?

Heat treatment requirements depend on the steel grade, manufacturing method and applicable standard.







Quality Inspection

Quality inspection should cover material verification, manufacturing process control, dimensional accuracy and mechanical performance. For classification-controlled anchor chain components, inspection and testing should follow the applicable standard and approved inspection plan.

Raw Material Inspection

Before production, the steel material should be checked against the purchase specification and approved material requirements.

Inspection may include:

  • Material certificate verification

  • Heat number identification

  • Chemical composition analysis

  • Mechanical property verification

  • Surface condition inspection

Material identification should be maintained throughout the manufacturing process.

Manufacturing Process Inspection

During production, the supplier should control the forming and welding processes according to the approved manufacturing procedure.

For welded stud link designs, particular attention should be given to stud positioning, weld quality and the specified welding procedure.

The link body should be checked for forming defects, dimensional deviations and surface discontinuities.

Heat Treatment Inspection

Heat treatment should be carried out according to the specified process.

Important control points include:

  • Furnace temperature

  • Heating and holding time

  • Cooling method

  • Batch identification

  • Heat-treatment records

Mechanical testing should verify that the finished material meets the required properties.

Dimensional Inspection

Dimensional inspection is particularly important because the enlarged link must fit correctly with adjoining chain links and connecting fittings.

Measurements should be recorded against the approved dimensional drawing or applicable standard.

Mechanical Property Testing

Mechanical testing verifies whether the finished component meets the required material performance.

Depending on the specification, inspection may include:

  • Tensile testing

  • Impact testing

  • Hardness testing

  • Proof load testing

  • Other specified mechanical tests

The test requirements should be agreed upon before production.

Non-Destructive Testing (NDT)

NDT methods may be required depending on the manufacturing process, product specification and classification requirements.

Typical inspection methods include:

Magnetic Particle Testing (MT): Used to detect surface and near-surface discontinuities in suitable ferromagnetic materials.

Ultrasonic Testing (UT): Used to examine internal discontinuities where the component geometry and inspection procedure permit.

Visual Testing (VT): Used to inspect surface condition, weld appearance and visible manufacturing defects.

The inspection method, acceptance criteria and inspection coverage should be defined in the applicable inspection plan.

Surface Inspection and Corrosion Protection

The finished enlarged link should be inspected for surface defects, sharp edges and remaining manufacturing residues.

Surface treatment may include shot blasting and the specified protective coating.

The coating type and thickness should follow the purchase specification. Where the product is supplied without coating, this should be confirmed before production.

Final Inspection and Documentation

Before delivery, the finished product should undergo final inspection.

The final quality records may include:

Dimensional inspection report

Material certificate

Mechanical test report

Heat-treatment records

NDT report, where required

Proof load test report, where applicable

Product identification and traceability records

Classification society inspection certificates should be provided when required by the purchase order and agreed inspection arrangements.


Our Classification Society Inspection:

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