LSAW Welded Pipe For Structural Columns

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LSAW Welded Pipe For Structural Columns
Details
Built for the structural backbone of tall buildings, this LSAW steel pipe functions as load-bearing columns within high-rise frame and mega-column systems. Produced through cold or hot JCOE forming followed by submerged arc welding on both inner and outer surfaces, the pipe achieves the roundness, straightness, and section strength required to carry heavy axial and bending loads transferred from floor slabs, beams, and lateral wind or seismic forces down through the building's core structure.
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LSAW Pipe
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Description

Tianjin Brisk Steel is one of the manufacturers of LSAW Welded Pipe for Structural Columns in China. Our products are mainly exported to the Middle East, Southeast Asia, Europe, New Zealand, and other regions.If you would like to learn more about our products, feel free to contact us and send your purchase list.

 

PRODUCT

Tianjin Brisk Steel focus on produce and supply hollow section and steel pipe

EN 10219 SAWL STEEL PIPE
ASTM A500 GRC HOLLOW SECTION
LSAW Welded Pipe for High-Rise Structural Columns
Cold rolled tube

Key Features

 

  • High Load-Bearing Capacity: Thick-walled sections in higher steel grades provide the axial compression strength needed for tall building columns, often used in composite steel-concrete column designs.
  • Section Consistency: Controlled roundness and straightness tolerances simplify connection detailing with beams, gusset plates, and floor diaphragms during steel frame erection.
  • Seismic and Wind Load Performance: Good ductility and toughness properties support structural systems designed to absorb and redistribute lateral forces during seismic events or high wind conditions.
  • Weldability for Site Connections: Chemical composition is controlled to maintain good field weldability, supporting splice welds between column sections during multi-story erection.
  • Fire Protection Compatibility: Pipe surface can be prepared for intumescent coating or fireproofing material application to meet building code fire-resistance ratings.

 

Technical Specifications

 

Item Specification
Outer Diameter 300mm – 3000mm (project-specific)
Wall Thickness 10mm – 80mm
Length Per floor height or fabrication drawing
Applicable Standards EN 10219, ASTM A500/A252
Steel Grade S355 – S460, or project-specified structural grade
Section Type Round column, composite concrete-filled tube (CFT) compatible
Surface Finish Mill finish, primed, or per architectural/fireproofing requirement

 

Application Scenarios

 

This pipe type is typically specified for:

  • Core and perimeter columns in high-rise and super-tall building frames
  • Concrete-filled steel tube (CFT) composite columns
  • Mega-column systems in tall commercial towers
  • Transfer structure columns at podium/tower transitions
  • Stadium, airport terminal, and large-span structural supports

 

Why Choose This Pipe

 

Structural columns in high-rise buildings carry life-safety consequences if material or weld quality falls short. Each pipe section is produced with documented steel chemistry, mechanical test results, and weld seam inspection records, giving structural engineers and general contractors the traceability needed to satisfy building code review and structural steel fabrication certification requirements (such as CE marking or AISC-certified fabrication where applicable).

 

FAQ

Q: What steel grade is typically recommended for high-rise column applications?

A:Grade selection depends on the structural load analysis, but Q355 to Q460 (or S355–S460 equivalents) are commonly used for mid-to-high-rise projects, with higher grades reserved for mega-columns carrying substantial axial loads in super-tall buildings.

Q:Can this pipe be used as a concrete-filled steel tube (CFT) column?

A: Yes, this LSAW pipe is well suited for CFT construction, where the steel tube acts as both permanent formwork and reinforcement, working compositely with the infilled concrete to increase load capacity and fire resistance.

Q:How is field splicing between column sections typically handled?

A: Column sections are generally joined by full-penetration butt welds at site, following a qualified welding procedure specification (WPS). Splice locations and weld inspection requirements are usually defined by the project's structural engineer.

Q: What tolerances apply to straightness and roundness for structural use?

A:Structural column applications typically require tighter tolerances than standard line pipe, particularly for straightness, since deviations can affect load path alignment and connection fit-up. Specific tolerance classes can be confirmed based on the applicable structural standard referenced in your project.

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