A lattice steel column is a built-up vertical compression member in which slender chords - angles, channels, round tubes or small H-sections - are held apart by lacing bars or batten plates to form an open, truss-like cross-section. By placing the steel far from the neutral axis of the column, a lattice section achieves a much larger moment of inertia per tonne than a solid column of equal weight, so it carries heavy axial and lateral loads with outstanding load-bearing capacity and lateral stability while using significantly less material.
We fabricate single-axis or double-axis symmetrical lattice columns - rectangular, square or triangular layouts - in Q235B, Q355B, Q355D and Q460 grades with welded or high-strength-bolted nodes, supplied as 3–30 m segments for transport and site assembly into transmission towers, heavy-duty crane columns, high-clearance industrial plants and large-span arenas.

Lattice Steel Column Specification
| Item | Specification |
|---|---|
| Column height | 3 m–30 m (single segment); assembled on site to greater heights |
| Cross-section type | Single-axis / double-axis symmetrical; rectangular, square or triangular |
| Main structural members | H-section steel, box-section steel, or round tubes |
| Common sizes | H200–H600, or Φ114–Φ406 mm |
| Chord members | Round bars, angle bars or small H-beams - L50×5, Φ32, Φ48, H100, etc. |
| Lacing / batten | Single or double diagonal lacing bars (≈40–70°) or batten plates opposite at stayed points |
| Node connections | Welded or high-strength bolted, with reinforcement plates or connection flanges |
| Materials | Q235B · Q355B · Q355D · Q460 (large-scale / high-rise) |
| Corrosion protection | Three-coat system · hot-dip galvanizing · zinc spraying · fire-resistant coating |
Engineering Performance Note
Overall buckling about two axes - checked about the solid (x-x) axis and the imaginary (y-y) axis, whichever controls.
Chord local buckling - each limb verified between conterminous lacing/batten points.
Lacing & batten shear - design transverse shear ≈ 2.5% of axial load, distributed among laces (40–70°) or battens opposite at stayed points.
Effective-length rule - battened columns get ~+10% effective length for the slightly lower chord restraint.
Stiffness economy - larger chord spacing gives more moment of inertia, balanced against connector weight/fabrication cost.
Applicable design standards - GB 50017 · EN 1993-1-1 / ESDEP · AISC 360.
Features of Lattice Steel Column
1.Easy Transportation & Installation
It is 25% to 35% lighter than solid steel columns. Modular lattice components are prefabricated off-site and assembled quickly with bolt connections. This greatly cuts on-site labour and equipment requirements, and reduces transportation costs by 15% to 20%.
2.High Load-Bearing Capacity
Adopting truss structure design, all components feature excellent compression, bending and shear resistance, enabling the column to withstand large axial and lateral forces.
3.Steel Material Saving
Compared with solid steel columns such as H-section columns, lattice columns with intermediate trusses distribute stress more reasonably. They maintain equivalent load capacity while consuming less steel.
4.High Rigidity & Stability
Well-designed joints improve the overall flexural rigidity and lateral stability of the structure.

Applications of Lattice Steel Column
Transmission Towers: Support columns for power lines.
Communication Masts: Towers for radio, television and mobile network systems.
Industrial Buildings: Support for long-span roofs of factory facilities.
Bridges: Truss piers for railway bridges and pedestrian bridges.
Cranes: Main column supports for gantry cranes and tower cranes.

Selection Recommendations of Lattice Steel Column
|
Application Scenarios |
Main Component Recommendations |
Abdominal pole shape |
|
Lightweight factory buildings/medium-sized span buildings |
H200~H400 |
Round steel, angle steel diagonal braces |
|
Heavy-duty factory buildings/crane column structures |
H400 to H600 or box columns |
Cross brace + Reinforced node |
|
High-rise structure/support tower column |
Box-type columns or round tubes (Φ219 to Φ406) |
Angle steel or H-shaped steel X-shaped web |
|
Tower masts/communication towers and other tall column structures |
Round tube main column + triangular arrangement |
Symmetrical arrangement of inclined struts |
Packing & Transportation
| Item | Detail |
|---|---|
| Packing | Anti-rust film wrap; lacing/chord corners padded to protect coating. |
| Segmenting | Columns split at design splice points for transport limits; splice plates and flanges supplied. |
| Hardware | Bolts, gussets, connection plates in marked iron cases or timber crates. |
| Transport | Steel straps + timber dunnage in containers; FOB/CFR/CIF, real-time tracking. |
| Docs shipped | Packing list, invoice, MTC, welding/NDT, coating records, shop & erection drawings. |
FAQ:
When should I choose a lattice column over a solid H-section or pipe column?
Choose lattice when the column is tall and compression moderate: placing material in chords away from the neutral axis gives a far larger moment of inertia per tonne, so long, lightly-loaded columns carry more buckling load than a solid section of equal weight. Choose solid H/pipe for short, heavily-loaded columns.
What is the difference between a laced column and a battened column?
A laced column uses single/double diagonal lacing bars (typically 40–70°) to carry transverse shear economically; a battened column uses batten plates opposite at stayed points, proportioned uniformly. Lacing is usually more material-efficient; battens give a cleaner, more rigid appearance.
How is the lateral stiffness of a lattice column checked?
Overall buckling is checked about both solid and imaginary axes plus local chord buckling; design transverse shear is ~2.5% of axial load; the effective length of battened columns is increased ~10%. We issue the unity-check calculation with the drawing.
Can a long lattice column be delivered in transportable segments?
Yes - single segments up to ~30 m; taller columns split into bolted/welded splice segments fitting transport limits, with splice plates and flanges supplied and assembled on site at design splice points.
What corrosion or fire protection suits a lattice column?
Three-coat paint, hot-dip galvanizing (telecom/transmission, outdoor), zinc spraying, or intumescent fire-resistant coating chosen to environment and code, with DFT records and MTC.
Do you provide full design documentation and third-party inspection?
Yes - shop and calculation drawings, MTC, welding/NDT reports and coating records, with SGS / BV / TÜV third-party inspection on request.


