Steel structure manufacturer since 2009 · 8 fabrication bases in China
Case study · Large-span · Guangdong, China
Meihua Aviation: 36 m atrium trusses at 40 t a piece
A 282,097 m² campus of factory blocks, dormitory and R&D office. The atrium between buildings is spanned by single-plane steel trusses.
36 م
Maximum truss span
40 طن
Heaviest single piece
282,097 م²
Total floor area
13 floors
Factory A height
Project overview
At a glance
| Site area | 129.2 mu (about 86,000 m²) |
|---|---|
| مساحة الطابق | 282,097 m² (227,837 above ground, 54,260 below) |
| المباني | Factory A 13F, Factory B 12F, dormitory 13F, R&D office 5F |
| هيكل الصالة | Single-plane trusses, max span 36 m, max piece about 40 t |
نطاق عملنا
What GGSteel did
| نطاق عملنا | Scope to be confirmed from project register |
|---|
Project figures are project totals from published sources.
Structure
Heavy single-plane trusses over the atrium
Each truss spans between factory blocks. Lifted as a single heavy piece.
- Trusses up to 36 m span
- Single pieces up to about 40 t
- Trial assembly and lifting plan coordinated with the main contractor
From site
Project photos
If you are planning something similar
Fix these early
Lift weight sets the splice. A 40 t piece needs the crane to be planned before the truss is detailed.
Camber under self-weight. Long trusses are pre-cambered and checked in the yard.
Supports on concrete. Bearing positions on the concrete blocks must be surveyed before the lift.
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