Large-span Steel Structure Buildings

Total steel weight: 16,000t

Capacity: 45,985 seats

Comply with AISC

Lifting of 280t steel module by 1600t crawler crane

Shop drawing, fabrication and erection

Total steel weight: 8,000t

Capacity: 80,000 seats

Comply with BS EN, AISC

24 steel main masts support the cable and membrane roof system

Intergral lift of 360° LED screen truss suspended under the tension ring

Shop drawing, fabrication and erection

Total steel weight: 35,050t

The largest module: 102m×28.2m×12.1m, 1,058t

Transported to port by SPMT and shipped to Hong Kong by Barge

Shop drawing, fabrication, module assembly, transportation, sliding and lifting, including the design, fabrication and installation for all the related temporary support system

Total steel weight: 17,500t

cast steel: 1,100t

Comply with BS EN, HOKLAS, AESS

Full trial assembly at workshop 

45 big modules and 36 infill modules, to be assembled at shipyard and shipped to job site by barge

The largest module for sea transportation 60m×26m×18m, 880t shifted to port by SPMT

Shop drawing, fabrication, module assembly and transportation

Total steel weight: 9,800t

Building area: 98,150m²

Capacity: 60,000 seats

First cable-supported lattice shell structure designed and constructed independently by Chinese technology

Erect the lattice shell modules without temporary support after integral lifting and tensioning of cable system

Shop drawing, fabrication and erection of steel structure and cable system

Total steel weight: 10,500t

Capacity: 30,000 seats

Comply with AS/NZS

Overall erection phase analysis in high-seismic regions

Application of anti-seismic steel material and devices including BRB and soft-link

Shop drawing, fabrication and erection

Total steel weight: 20,200t

Capacity: 92,044 seats

Comply with BS EN

Long distanced modular transportation by SPMT

Adjustable modular hoisting technique and max segment weight 480t using strand jack by 1650t crawler crane

Shop drawing, fabrication and erection

Total steel weight: 9,000t

Capacity: 40,000 seats

Comply with BS EN, AESS

Super high precision fabrication of compression ring

Tension rod stress monitoring with magnetic flux

1250t crawler crane for super modular lifting

Shop drawing, fabrication and erection

Building area: 205,000m²

Capacity: 82,000 seats

Retractable roof area: 6,000m²

String truss and space frame structure

Intergral lifting: 4,400t weight and 60m height

Shop drawing, fabrication, erection of steel structure and retractable roof system

Total steel weight: 7,000t

Comply with BS EN, CCTP, AESS

Max. span: 242m

Max. curve chord pipe section: D1300mm× 45mm

Max vertical pre-camber 375mm and max horizontal pre-camber 145mm

Max segmentation weight 243t hoisting by 650t crawle crane

Shop drawing, fabrication and erection

Total steel weight: 4,600t

Bending and twisting arch 165m span

Q355NH weathering resistant steel

Shop drawing, fabrication and erection

Total steel weight: 15,300t

Building area: 109,400m²

Comply with BS EN, AESS

Full bolted connection

120mm end plate connection with Gr10.9 M56 bolt

Full trial assembly in workshop 

max.assembled size: 27m×81m

Connection design, shop drawing and fabrication

Total steel weight: 27,000t

Building area: 670,000m²

cast steel: 1,300t

Comply with AISC, ASTM, AWS, AESS

Value engineering, connection design, shop drawing, fabrication and erection

Total steel weight: 9,700t

Building area: 14,000m²

Comply with BS EN, AESS

Full bolted connection

-35°C extreme low temperature construction 

Connection design, Shop drawing, fabrication and erection

Total steel weight: 32,000t

Building area: 300,000m²

Comply with AISC, ASTM, AWS

Life-cycle BIM management

Shop drawing, fabrication and erection

Total steel weight: 5,446t

Building area: 138,000m²

Trial assembly of over-sized truss in workshop

Tension force measured by Magnetic Flux Method

Comply with BS EN

Shop drawing, fabrication and erection

Total steel weight: 4,725t

Building area: 18,472m²

Comply with BS EN

Shop drawing, fabrication and erection

Total steel weight: 2,300t

Comply with BS EN, AESS

Single-layer latticed shell with casting node and hollow section

Full bolt connection

Erection by sliding temporary platform

Shop drawing, fabrication and erection

Total steel weight: 15,000t

Full bolt connection

Comply with BS EN

-35°C extreme low temperature construction

Structure design, shop drawing, fabrication and erection

Total steel weight:4,345t

Building area: 26,000m²

Comply with BS EN, AESS

End plate connection for two 120m span cross truss

-35°C extreme low temperature construction

Structure design, connection design, shop drawing, fabrication and erection.

Total steel weight: 7,680t

Comply with AISC, ASTM

Shop drawing, fabrication and erection

Total steel weight: 1,800t

Comply with AISC

Shop drawing, fabrication and erection

Total steel weight: 1,600t

Comply with AISC, ASTM, AWS, SSPC

Value engineering, connection design, 

shop drawing, fabrication and erection.

Total steel weight: 51,500t

Bending & Twisting components formed 

Roof span of 323m×296m

All joints welded at jobsite, including 20% overhead welding

Gold Award of China’s Construction Engineering Steel Structure

China Construction Engineering Luban Prize

Value engineering, shop drawing, fabrication and erection

Total steel weight: 8,500t

Building area: 300,000m²

Project construction period: 5.5months

Gold Award of China’s Construction Engineering Steel Structure

China Construction Engineering Luban Prize

Structure Design, shop drawing, fabrication and erection.