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Nigeria Sahara SOIE UNILAG School Building Shell Roof Space Frames

2026-5-7 14:13:23
Nigeria Sahara SOIE UNILAG School Building Shell Roof Space Frames

Nigeria Sahara SOIE UNI

Introduction

Nigeria Sahara SOIE UNILAG School Building Shell Roof Space Frames


Elliptical Semi-Cylindrical Bolt-Ball Space Frame Project Profile


Located at University of Lagos (UNILAG), Akoka, Lagos, Nigeria, the Sahara School of Innovation and Extrapreneurship (SOIE) features a landmark elliptical semi-cylindrical shell roof adopting professional bolt-ball joint steel tube space frame technology. As a high-end commercial and education complex building, the project integrates reinforced concrete substructure and steel space frame superstructure, creating a composite structural system of lower RC frame + upper steel space frame canopy, which becomes a iconic architectural landmark for innovation incubation, entrepreneurship training, data science, artificial intelligence, fintech and digital culture research in West Africa.


Overall Structural Geometry & Key Dimensions


The space frame covers the entire building roof and two curved side walls, presenting a perfect semi-elliptical cylindrical curved surface design.

Roof:Shell Roof Space Frame, Standing Seam Roof, Solar PV Power Generation Plant

Siding: Brise Soleil Panel, PVDF Aluminium Facade

Endwall: Roof Fascia, Aluminium Alloy Fin Facade with wire meshes; 

Clear span width: 34m
Rise height: 18m
Longitudinal total length: 56m
Elliptical semi-axes: a=17m, b=18m
Horizontal projected area: 1,904 m²
Developed curved surface area: approximately 3,781 m²
Total steel structure weight: 130–150 tonnes
Design service life: 50 years
Structural safety grade: Class II

Seismic design standard: 7-degree seismic intensity (0.10g)


Adopting square-on-square pyramid curved space frame layout with typical top chord grid size 1.5m×3.6m and frame layer height around 1.1m, the structure adopts perimeter support mode, fixed on RC beam and column via embedded steel plates, with installation height ranging from ±0m at the lowest point to 18m at the crown.


Material Specification & International Standard Compliance


All structural design, material selection and construction strictly comply with Chinese national standards: GB 50017-2017, JGJ 7-2010, GB 50205-2020, GB/T 16939-2016.


Steel Tube Members


Main load-bearing chords and web members adopt Q355B seamless steel tubes complying with GB/T 8162-2018, specification Φ60.3×3.5mm and Φ75.5×3.75mm; secondary structural members adopt Q235B carbon steel. Premium raw material brands including Ansteel, Baosteel and Hualing are applied to guarantee structural durability and load-bearing performance.


Bolt-Ball Joint System


Standard 45# steel quenched and tempered bolt balls (HB 241–286) in three specifications for chord nodes, web concentration nodes and support nodes, matched with Grade 10.9 high-strength bolts (M16/M20/M22/M24), cone heads and end plates, fully implemented per GB/T 16939-2016. Total sets of high-strength fasteners reach 15,000–18,000 sets.


Envelope & Auxiliary System


The roof is equipped with standing seam roof panel, Mansafe safety system and solar panel power generation system; curved side walls adopt brise soleil louver panels. Endwall facade applies 500×125×2.5mm aluminium alloy rectangular hollow section with 3-layer PVDF coating (RAL 7004), achieving 20 years of service life. Cold-formed purlins in C120, C140 and □100×50 specifications are arranged at 2.4m transverse spacing and 1.5m longitudinal spacing for secondary structural support.


Anti-Corrosion & Protection System


Factory prefabricated three-coat anti-corrosion system: epoxy zinc-rich primer ≥60μm DFT, epoxy micaceous iron intermediate coat ≥80μm DFT, two-component polyurethane topcoat ≥60μm DFT. Steel shot blasting treatment and special anti-rust grease for bolt-ball interior ensure long-term corrosion resistance in tropical coastal climate of Lagos. Fire-retardant coating is exempted due to overhead installation height away from ground floors.


RC Ancillary Structure & Construction Standard


The supporting RC frame adopts C40/C35 commercial concrete and HRB400/HPB300 rebar per GB 50010-2010. Embedded steel plates (480×480×18mm) matched with M16 anchor bolts are pre-installed on RC beams for reliable connection with steel space frame.

The whole construction follows GB 50755-2012 steel structure construction code, JGJ 80-2016 high-altitude safety standard and relevant hoisting and fire safety codes, implementing standardized construction organization design for large span curved space frame installation.


Project Advantages & Application Value


This Nigeria UNILAG Sahara semi-cylindrical shell roof space frame project perfectly combines large span spanning capability, curved architectural aesthetics, high structural rigidity and long service life. The bolt-ball joint space frame features convenient prefabrication, fast on-site assembly, excellent seismic performance and tropical climate adaptability, widely applicable to university campus buildings, innovation parks, exhibition centers, stadiums and commercial complex curved roof projects across Africa.

We provide one-stop integrated services including space frame structural design, material customization, prefabrication, on-site installation and technical consultation, delivering high-standard steel space frame solutions for overseas large-span architectural projects.



Core Keywords: Nigeria Sahara School, UNILAG Akoka, SOIE Innovation Campus, Elliptical Semi-Cylindrical Space Frame, Bolt-Ball Joint Steel Structure, Shell Roof Space Frame, Standing Seam Roof, Brise Soleil Panel, PVDF Aluminium Facade, Large Span Steel Space Frame




1 Aluminium Fines Brise Soleil Standing Seam Roof Fascia Cladding
1A Aluminium Fines Brise Soleil Standing Seam Roof Fascia Cladding
2 Elliptical Semi Cylindrical Space Frame
3 Bolt Ball Joint Steel Structure Shell Roof
4 Mock up Gutter Standing seam Fascia Pre assembly
5 Al Mn Mg PVDF Standing Seam Panel Steel Grid Structure
6 Suspended Ceiling AC Duct Service Load Under Bolted Ball
7 Endwall Aluminum Fin Facade Curtain Wall Subframes
8 Space Frame Endwall Hanging Loads
9 Mock up Area Shell Roof Space Frame
10 Site Mock Up Installation For Consultant Inspection
11 Embedded Parts Pre Mounted on Site UNILAG
12 Site civil work foundation for Saddle Space Frame
13 Embedded Members Installation On Second Floor
14 Embedded Steel Plates Pre Mounted
15 Mock Up Set Up 01
16 Mock Up Trial Assembly In Sahara SOIE School
17 Steel Space Frame finite Element Calculation BIM Model
18 Space Frame Upper Lower Chord Pipe Seal Plate Production
19 Space Frame Saddle Plate Cut Mark Production
20 Space Grid Bolted Ball Manufacturing
21 Space Frame Conical Head Welded Chord Pipe Packing
22 Space Frame Packing Delivery Protection
23 Space Frame Bolted Ball Painting Process
24 Shell Space Frame Structure Delivery Packing
25 Bolted Ball Joint Steel Tube Space Frame Container Loading
26 Packing List Shipping Mark Steel Structures
27 sea worthing packing method name plates
29 Curved C Purlin C250 C120 Shell Roof Ellipses

Why ZHM Huawu Metal School Building Shell Roof Space Frames ?


Reliable_and_customized_DesignsG
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Reliable and Customized Designs Cutting Edge Designing Process Free Online Price System Easy Bolt-by-number Assembly
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Over Two Decades of Experience Value For Money Unmatched in Quality and Craftmanship Excellent Customer Service

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