Custom Steel CHS Round Tubular Column with Circular Base Plate & Welded Gussets for Architectural & Industrial Applications
Target Keywords
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Brief Description
Smooth cylindrical CHS (circular hollow section) steel column with a precision-cut circular base plate and multiple triangular welded gussets. Offers uniform buckling resistance in all directions - ideal for architectural exposed steel and industrial applications.
Detailed Description
This CHS (circular hollow section) round tubular column is fabricated from hot-rolled seamless or welded CHS steel to EN 10210 / EN 10219 (S355J2H) or equivalent GB/T 8162 (Q355B). Unlike H-beam columns with different buckling resistance about their major and minor axes, a CHS column has identical radius of gyration in all directions - it provides uniform buckling resistance regardless of loading direction, making it the most structurally efficient column section per kilogram of steel. The column is welded to a precision laser-cut circular base plate, with multiple triangular gusset plates arranged radially between the column shaft and base plate. The base plate features pre-drilled bolt holes (6+ visible from standard viewing angle) around the perimeter for anchor bolting. Surface finish is a smooth matte grey primer (SA 2.5 shot blasting + 60-80μm epoxy zinc-rich primer), with hot-dip galvanizing available as an option. CHS columns are increasingly specified for architectural applications - airport terminals, atrium structures, sports facilities, and commercial lobbies - where the smooth, clean cylindrical form is preferred over the industrial appearance of H-sections. For industrial uses, CHS columns offer lower wind drag coefficient (approximately 0.5-0.7 vs 1.2-1.5 for H-sections), reducing lateral wind load on the structure. Every column is dimensionally inspected for diameter, wall thickness, base plate flatness, and overall straightness before release.
Product Attributes
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Product Name |
CHS Round Tubular Column with Base Plate |
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Material Grade |
Q355B / S355J2H / ASTM A500 Gr.C / EN 10210 S355J2H |
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Column Section |
CHS (circular hollow section), hot-rolled seamless or welded |
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Diameter Range |
OD 114mm to 1200mm; wall thickness per structural design |
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Base Plate |
Laser-cut circular plate, thickness 12-60mm, diameter 1.5-2.5× column OD |
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Gusset Plates |
Radial triangular gussets (4-8 per column), full-penetration weld |
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Bolt Holes |
Pre-drilled (typically 4-12 holes), diameter per anchor bolt spec |
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Surface Treatment |
SA 2.5 shot blasting + epoxy zinc-rich primer (60-80μm); HDG optional |
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Welding Standard |
AWS D1.1 / ISO 3834-2; 100% MT on gusset-to-plate fillets |
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Column Height |
Custom: 2m to 20m; single piece up to 15m transport length |
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Application |
Architectural steel, airports, atria, sports facilities, industrial frames |
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Certification |
ISO 9001:2015, EN 1090-2 EXC3, CE marking; mill cert per column |
Product Selling Points
Uniform buckling resistance: A CHS column has identical rx = ry (radius of gyration), meaning it resists buckling equally in all directions - no weak axis, no need for intermediate lateral bracing to the minor axis
Architectural finish quality: The smooth cylindrical surface has no sharp edges, no visible bolt heads, no flange tips - the preferred column form for exposed architectural steel where appearance matters
Lower wind drag: CHS columns present approximately half the wind drag coefficient of H-sections (Cd ≈ 0.6 vs 1.3), reducing the total lateral wind load on the building by 10-15% in column-dense structures
Radial gusset symmetry: Gussets are positioned at equal angular intervals for uniform load distribution into the foundation - the weld stress at each gusset is identical, eliminating uneven base plate bending
Hot-rolled seamless or welded CHS: We source from certified mills (EN 10210 for hot-finished seamless; EN 10219 for cold-formed welded) and provide full mill certificates with chemical composition and mechanical properties
No internal corrosion: CHS columns are closed sections - unlike open H-sections with exposed web surfaces, the interior of a CHS column is sealed from the environment, eliminating internal corrosion risk
Company Advantages
20+ years supplying CHS columns for architectural and industrial projects across 30+ countries - we understand the tighter dimensional and surface quality requirements of exposed steel
In-house circular plate cutting: Our CNC plasma rotary cutting system produces precise circular base plates with smooth edges, eliminating the need for secondary grinding
Engineering support: We calculate column buckling resistance per EC3 Part 1-1 (column buckling curves a or a0 for CHS) and design the base plate-gusset system for the full axial + moment load combination
Quick quotation: Provide column height, diameter, wall thickness, and axial load - we return a priced proposal with section check and connection design within 24 hours
Global shipping: CHS columns nest efficiently in containers (smaller diameters can be placed inside larger ones for multi-size orders, reducing freight volume)
Frequently Asked Questions
Q1: What is the advantage of a CHS column over an H-beam column?
A: Three key advantages: (1) Uniform buckling - CHS has the same strength in all directions, H-beams are much weaker about their minor axis. (2) Appearance - CHS is the preferred choice for exposed/architectural steel. (3) Wind - CHS has approximately half the wind drag of H-sections, reducing lateral loads. The trade-off is that CHS connections (beam-to-column) are more complex to detail than bolted connections to H-beam flanges.
Q2: Can you supply CHS columns with a painted finish instead of galvanized?
A: Yes. For architectural projects, we offer: (1) Standard primer + topcoat paint system (epoxy intermediate + polyurethane topcoat) in any RAL color. (2) Intumescent fireproof coating for fire-rated columns (30, 60, 90, or 120 minutes). (3) HDG + duplex paint for combined corrosion and aesthetic requirements. Surface preparation for all finishes is SA 2.5 blast cleaning.
Q3: How do you connect beams to a round CHS column?
A: CHS beam connections are more complex than H-beam connections, but we support all standard methods: (A) Welded fin plates - a vertical plate is shop-welded to the CHS column face, and the beam bolts to it on site. (B) Through-plates - a plate passes through slotted holes in the CHS wall and is welded both sides. (C) Collar/ring assemblies - a bolted steel collar clamps around the column. Our engineers will recommend the optimal method based on your beam loads and architectural requirements.
Q4: What is the maximum diameter CHS column you can fabricate?
A: Our standard capability covers CHS up to 1200mm OD in hot-rolled sections. For larger diameters (up to 2000mm), we fabricate from rolled-and-welded plate - a steel plate is rolled into a cylinder, the longitudinal seam is SAW welded, and the cylinder is welded to the base plate. These are built-up CHS columns and have the same external appearance as seamless but are more economical for large diameters.
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