| No |
Owner |
Clients |
Prime Vendor |
Period |
Image |
| 16 |
Malaysia Matrade |
Daewoo E&C |
Haisung Engineering Co., Ltd. |
Mar. 2014~ Dec.2014 |
 |
1) Project Name : Third Party Inspection Service of Steeln Structure for Malaysia Matrade Exhibtion Hall Project
2) Constructor : Daewoo E&C
3) Manufacturer : Haisung Engineering Co., Ltd. Cheonan, Korea
4) Main Particular : Total Steel Weight: 6,500 tons, Columnless long span Roof truss. |
| 15 |
Lend Lease, Austrailia |
Alfasi Steel Constructions(ASC), Austrailia |
Hyundai Engineering & Steel Industries Co., Ltd.(Yulchon Factory) |
Mar. 2014 ~ Mar. 2015 |
 |
1) Project Name : Third Party Inspection Service of steel structure for Sydney Convention Center during manufacturing
2) Main Particular : Sydney International Convention, Exhibition & Entertainment Precinct, Total Steel Weight 16,000tons,
3) Period of inspection service : Mar. 2014 ~ Mar. 2015(12 months)
3) Manufacturer : Hyundai Engineering & Steel Industries Co., Ltd.(Yulchon Factory), Suncheon, korea
4) Purchaser/ 시공사 : Lend Lease, Austrailia
5) Constructor : Alfasi Steel Constructions(ASC), Austrailia |
| 14 |
Incheon Free Economic Zone Authority/NSIC |
POSCO Engineering & Construction Co., Ltd. |
Hyundai Steel Ind. Co., Ltd. |
Apr. 2006 ~ Apr. 2007 |
 |
|
Project Name : Steel structure inspection service for Incheon Songdo New Town Convention center
Construction Project
• Main Particulars : Weight of Steel Structure 6,225 Ton, Pipe construction Roof truss type(Tied Arch Truss(Span144m)+Tie Cable System), -1F and +4F stories , Site Area 155,959.60㎡, Gross Floor Area54,144㎡, Korea's first no column space & green conventia , ceiling height 35m
• Location : 993, Dongchun-dong, Yeonsu-gu, Incheon City
• Use : Conference Room & Convention center
• Purchaser: : NSIC(New Songdo City Company)
• Supervision Company/ Constructor/ Steel Structure Manufacture : Hanmi Gloval Co., Ltd. & Beom Architecture
Co., Ltd./ POSCO E&C, Hyundai Steel Industry Co., Ltd.
• Structure System :
① Roof : Pipe structure Tied Arch russ (144m Span) )+Tie Cable System + Post Tensioned Slab
② Floor : Flat Slab System(9.0m × 9.0m)
③ Foundation : PHC Pile φ450, φ500, Steel PIile φ508 × 12t
• Costruction Method : Post tension Method
Built Boat shaped Trusss with 9 unius of large Chord Pipe(812mm) and Rib Pipe(609mm), and
conncentrated load at 4 places of spring point with 2 spring points resistant to horizontal load
• Scale of Main Facilities
① Exhibition Room: Roof Truss( Width 90m × Span 144m × Max. Height 32.1m)
② Exhibition Space : 8,390㎡ (108m × 90m × H32m : seperatable into two spaces)
③ Partition Wall (Utillity wall) : Truss to supply Ventlation/ Lighting/ Sound for Exhibition Room
④Front Facade: sustain Curtain Wall at main exit of Exhibition Room, consisted with small pipe Truss
⑤Service core: 전시장 내 기계실 및 전기실로서 H beam steel structure as Machinery/Electric room in the Exhibition Room, roled as bent during erection, PIN connected with Exhibition Room Truss by means of slot
⑥South Wall : considerable to extension of warehouse(508 × 12t) |
| 13 |
Lotte Shopping Co., Ltd. |
Lotte E&C Co., Ltd. |
Hyundai Steel Industry Co., Ltd./ Yeonghwa Engineering Co., Ltd. |
Feb.2012~Feb.2015 |
 |
Project Name : Supervision Sevice for Lotte World Tower Construction Project
Main Particulars : Weight 48,000 ton, 123 Floor from ground/ 6 Basement, Builing height 555m, Structure per each floor: Belt Truss(72~76F, 104~107F), Outrigger(39~44F, 72~76F), Perimeter Column(76~107F), Lot Area: 87,182㎡, Total Floor Area: 782,497.25㎡
Seoul's Landmark Lotte World Tower
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