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Fabrication Process and Tack Welding Requirements for Box-Shaped Steel Components

Views: 0     Author: Site Editor     Publish Time: 2026-09-30      Origin: Site

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Introduction

Box-shaped steel components are widely used in industrial buildings, high-rise structures, large-span steel structures, heavy steel construction, and other projects requiring high load-bearing capacity and dimensional accuracy.

The fabrication of box-shaped members involves multiple processes, including steel plate preparation, CNC cutting, plate leveling, component assembly, tack welding, electroslag welding, dimensional inspection, end milling, and surface treatment.

Accurate control at every stage is essential to ensure the required geometry, welding quality, dimensional tolerances, and final structural performance.

Below is a typical fabrication process for box-shaped structural steel components.


1. Steel Plate Pretreatment

Before cutting, steel plates are pretreated according to the project drawings and fabrication requirements.

The purpose of pretreatment is to prepare the steel surface for subsequent cutting, assembly, welding, and coating operations.

Depending on the project requirements, pretreatment may include surface cleaning and other preparation procedures specified by the fabrication process.

Proper plate preparation helps improve production consistency and provides a suitable foundation for subsequent fabrication.


2. Steel Plate Leveling

After pretreatment, the steel plates are leveled before cutting.

The main purposes of plate leveling are to:

  • Improve plate flatness

  • Ensure CNC cutting accuracy

  • Reduce deformation during subsequent fabrication

  • Minimize residual stresses within the plate

  • Improve assembly accuracy

Good plate flatness is particularly important for box-shaped members because dimensional deviations in individual plates can accumulate during assembly.


3. CNC Cutting of Steel Parts

Steel plates are cut into the required component dimensions according to fabrication drawings.

Before cutting, the cutting equipment should be properly adjusted and inspected.

Key preparation work includes:

  • Selecting the appropriate cutting nozzle

  • Checking cutting gas pressure

  • Confirming stable equipment operation

  • Verifying cutting dimensions

  • Preheating the cutting area where required

During cutting, the cutting speed should be carefully controlled to maintain edge quality and dimensional accuracy.

Typical components cut during this stage include:

  • Flange plates

  • Web plates

  • Internal diaphragms

  • Stiffeners

  • Connection plates

  • Other fabricated steel parts


4. Secondary Leveling After Cutting

After the plates have been cut into individual parts, secondary leveling is carried out where necessary.

This process helps correct deformation caused by cutting and further improves the dimensional accuracy of individual steel parts.

Secondary leveling is important for ensuring:

  • Accurate assembly

  • Proper fit-up

  • Reduced welding distortion

  • Correct final section geometry

For large box-shaped components, even small deviations in individual plates can affect the final member dimensions.


5. Assembly Jig and Full-Size Layout Setup

Before assembly begins, an assembly jig or fixture and the required full-size positioning layout are prepared.

The assembly fixture must have sufficient:

  • Rigidity

  • Strength

  • Dimensional stability

  • Levelness

The upper surface of the assembly jig should remain level to provide a reliable reference for component positioning.

The jig and positioning layout should be inspected and approved before they are used for production.

This step provides the dimensional reference for the entire box-member assembly process.


6. Bottom Flange Plate Positioning

The bottom flange plate is positioned accurately according to the fabrication layout.

Plumb lines, reference lines, measuring tools, or other suitable positioning methods are used to verify its location.

Correct positioning of the bottom plate is critical because it becomes the reference for subsequent installation of:

  • Internal diaphragms

  • Web plates

  • Upper flange plate

Any initial positioning error may affect the geometry of the completed box section.


7. Internal Diaphragm Assembly

Before installing the internal diaphragms, their positioning lines are marked on the bottom flange plate.

Surface rust and contaminants near the positioning areas should be removed using suitable grinding tools.

The diaphragms are then positioned according to the layout and temporarily secured by tack welding.

During assembly, attention should be paid to:

  • Diaphragm spacing

  • Verticality

  • Position accuracy

  • Contact with adjacent plates

  • Welding accessibility

Accurate diaphragm positioning is important for both structural performance and subsequent web plate assembly.


8. Web Plate Assembly

After the diaphragms have been correctly positioned and inspected, the web plates are installed.

Suitable assembly tools, including hydraulic or mechanical jacks where required, can be used to bring the web plates into close contact with the diaphragms.

After proper fit-up is confirmed, the web plates are tack welded in position.

During this stage, the fabrication team should continuously monitor:

  • Section width

  • Web verticality

  • Diagonal dimensions

  • Overall alignment

  • Local gaps between components

Controlling these dimensions during assembly helps reduce corrective work after final welding.


9. Upper Flange Plate Assembly

After the web plates and internal diaphragms have been assembled, the upper flange plate is installed.

The plate is accurately positioned using the established fabrication references and then temporarily fixed by tack welding.

Before moving to final welding, the overall box section should be checked to ensure that:

  • The section dimensions are correct

  • The member remains straight

  • Diagonal dimensions are within tolerance

  • Internal diaphragms remain correctly positioned

  • Plate fit-up meets welding requirements

This inspection is important because correcting dimensional errors becomes more difficult after full welding.


10. Electroslag Welding of Internal Diaphragms

Internal diaphragms may be welded using electroslag welding (ESW) where specified by the fabrication procedure.

For the described process, single-side electroslag welding is used.

Suitable copper starting and ending devices are installed at the upper and lower openings of the electroslag welding holes to assist with arc initiation and termination.

During welding, key parameters should be carefully controlled, including:

  • Welding current

  • Welding voltage

  • Welding stability

  • Weld penetration

  • Heat input

Operators should also monitor the condition of the web plate around the electroslag welding area during the welding process.

Correct process control is essential for obtaining sound diaphragm-to-web welds.


11. Overall Dimensional Inspection

After assembly and welding, the steel component undergoes an overall dimensional inspection.

Important inspection items include:

  • Overall component length

  • Cross-sectional dimensions

  • Diagonal dimensions

  • Straightness

  • End geometry

  • Plate alignment

  • Welded assembly dimensions

Any dimensions exceeding the permitted fabrication tolerances should be corrected before the component proceeds to the next production stage.

Dimensional inspection provides an important quality-control checkpoint between fabrication and finishing.


12. End Milling

After the box-shaped component has passed assembly and welding inspection, the member ends are milled where required.

End milling provides an accurate and flat end surface for subsequent structural connections and installation.

During end milling, special attention should be paid to:

  • Member levelness

  • End-face flatness

  • Milling accuracy

  • Alignment between the end face and milling cutter

  • Final member length

Accurate end milling is particularly important for structural components requiring close-contact bearing surfaces or precise site installation.


13. Abrasive Blasting and Surface Preparation

After welding and fabrication have been accepted, the completed steel component is prepared for surface treatment.

Abrasive blasting is carried out according to the project design and applicable fabrication requirements.

The process removes:

  • Rust

  • Mill scale

  • Welding residues

  • Surface contaminants

After surface preparation is completed and accepted, the component can proceed to the specified coating or painting process.

The final surface treatment system should be selected according to the project environment and corrosion-protection requirements.


Assembly Accuracy and Tack Welding Requirements

In addition to the main fabrication process, assembly and tack welding quality have a major influence on the dimensional accuracy and welding quality of box-shaped steel components.

Assembly Accuracy Control

During assembly, suitable restraint measures should be used to control welding deformation.

Depending on the fabrication procedure, consideration should also be given to:

  • Welding shrinkage allowance

  • Preset deformation

  • Assembly restraints

  • Welding sequence

  • Component dimensional control

The objective is to maintain the correct geometry and final dimensions after welding.

Assembly tolerances and finished component dimensional tolerances should comply with the applicable project requirements and relevant standards, including GB 50205 where specified for the project.


Tack Welding Method

Tack welding during assembly is performed using Gas Metal Arc Welding (GMAW) with semi-automatic solid welding wire.

Tack welds should provide sufficient temporary restraint to maintain component alignment before production welding.

However, the tack weld itself must not introduce unacceptable defects into the final welded joint.


Welder Qualification

Personnel performing tack welding should hold appropriate welding qualifications in accordance with the applicable welding procedures and project requirements.

Where the project adopts Chinese standards, welder qualification should comply with the relevant requirements of JGJ 81.

Qualified welders help ensure that tack welds meet the same fundamental quality expectations as permanent structural welds.


Tack Weld Location

Tack welds should be positioned carefully.

As far as practicable, tack welds should avoid:

  • The starting point of the final weld

  • The termination point of the final weld

  • Component edges

  • Corners

  • Member ends

  • Locations where stress concentration may occur

Proper tack weld positioning reduces the risk of defects affecting the final weld.


Tack Welding of T-Joints

For T-joints, tack welding should generally be carried out symmetrically from both sides where applicable.

This helps:

  • Maintain component position

  • Reduce asymmetric deformation

  • Improve assembly stability

Where possible, tack welds should not be placed directly inside critical groove-weld areas unless required by the approved welding procedure.


Full-Penetration Groove Welds

For full-penetration groove welds requiring back gouging, tack welds should be arranged so that they can be removed or incorporated appropriately during the back-gouging and final welding process.

The tack welding arrangement must not interfere with achieving full penetration or sound weld quality.


Welding Backing Plates and Run-On/Run-Off Tabs

Backing plates and run-on/run-off tabs should be assembled and welded in accordance with the applicable welding procedures and standards.

Their positioning should support stable welding conditions at the start and end of the weld.

This is particularly important for structural welds requiring consistent weld penetration throughout the joint.


Welding Consumables

The welding consumables used for tack welding should generally be compatible with those used for the final production weld.

The selected consumables should be appropriate for:

  • Base metal grade

  • Joint type

  • Welding process

  • Required weld strength

When steels of different strength grades are joined, welding consumables should be selected according to the approved welding procedure. In the process described here, the consumable selection is based on the lower-strength steel grade.


Quality Control Throughout the Fabrication Process

Quality control should not be limited to the final inspection.

Instead, inspection should be incorporated throughout the production process:

Steel Plate Preparation
↓
Leveling
↓
CNC Cutting
↓
Secondary Leveling
↓
Assembly Jig Setup
↓
Bottom Flange Positioning
↓
Diaphragm Assembly
↓
Web Assembly
↓
Upper Flange Assembly
↓
Welding
↓
Dimensional Inspection
↓
End Milling
↓
Abrasive Blasting & Surface Treatment

Process inspection at each stage helps identify dimensional or welding problems before they affect subsequent fabrication.


Conclusion

The fabrication of box-shaped structural steel components requires precise control throughout material preparation, CNC cutting, leveling, assembly, welding, dimensional inspection and surface treatment.

In particular, accurate assembly positioning, qualified tack welding, welding deformation control and dimensional inspection are essential for achieving consistent fabrication quality.

For custom structural steel projects, an integrated manufacturing process can help ensure that fabricated components meet project drawings, technical specifications and installation requirements before shipment.

ZSJH STEEL provides customized structural steel fabrication services for industrial, commercial and engineering projects, covering drawing-based fabrication, steel component manufacturing, welding, quality inspection, surface treatment, packaging and export support.

Send Your Drawings for a Custom Steel Fabrication Quote


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