¡Descarga Shanghai Tower situada en China y más Guías, Proyectos, Investigaciones en PDF de Análisis funcional solo en Docsity! SHEET 01 Location： Area： Architectural composition： Main Tower： Podium: Owner / Developer： Shareholder： Loc tion- Lujiazui, Pudong, Shanghai, China Architect- Gensler Site Area- 30370sq. m. (7.5 acres) Height- 632 m (2,073 ft) Floor count- 121 Floor area- 410,000 above ground and 166,000sqm underground Program- Offices, Luxury Hotel, Entertainment, Retail and Cultural Venues Height- 38m Floors- 5 floors above groud Area- 60,100sqm Facilities- Luxury retails, Bank, Restaurant, Conference and meeting halls, Banquet Hall. Underground levels are house retail and MEP. Parking- 1,800 parking spaces. SHEET 02 China’s first super high-rise to exceed 600 meters It is a vertical city and a mixed-use structure, with office space, a hotel, exhibition halls and both business and tourism functionalities. It gradually spirals with 120 deg. Inclination. Its curved façade and spiraling form, symbolizes the dynamic appearance of modern china. The building strictly adheres to green building design standards. Building employs various green building techniques and a high greening ratio of 33%. Together with its neighbours, the 420-meter Jinmao Tower and the 492-meter Shanghai World Financial Center, Shanghai Tower and its graceful spiralling design completes the urban triumvirate.
5X2VA 52%
ZONE 5 OFFICE - Level 6x2 MA — 682
52 ZONE 6 OFFICE - Level 68
ZONE 8
Hotel/Boutique Office
ZONE 2
Office
ZONE 1
Retail
Lv68 3479m2 Lv84 2955m2 Lv 101 2497m2 Lv 119 2080m2
Lv69-81__2424m2 Lv86-98__2047m2 Lv 106-110 1755m2 Ñ
• Curtain Wall System • Main Structure System SHEET 06 Vertical fin-like truss Two-way truss Octagonal steel frame bracing system CENTRAL CORE MEGA COLUMNS FLOOR PLATES INNER SKIN OUTER-WALL STRUCTURE SECONDSKIN Additionally, there is a sky lobby composed of a double curtain wall at the bottom of Zones 2-8. There is a total of 21 full-floor sky lobbies in the building with transparent visions and panoramic city views, providing a safe and comfortable work and socialenvironment. SHEET 07 Inner Cylindrical Tower • Core • Outrigger • Mega Frame: Super column system and belt trusses • The lateral and vertical resistance of the tower will be provided by the inner cylindrical tower. • The primary lateral resistance is provided by the core, outrigger, and supercolumn system. two stories- outrigger truss Core wall Diagonal corner column Super column Belt truss one story- radial truss Inner Cylindrical Tower Additionally, there is a sky lobby composed of a double curtain wall at the bottom of Zones 2-8. There is a total of 21 full-floor sky lobbies in the building with transparent visions and panoramic city views, providing a safe and comfortable work and socialenvironment. SHEET 10 • Soil Condition • Foundation System Soil condition and test pile • Soft soil area • Groundwater buoyancy 90%(practical design considerations 80% of water buoyancy) • Select ⑨2 layer containing gravelly coarse sand layer, as pile bearing stratum Foundation System • Piled raft foundation • Diameter 121 m, 6 m thick reinforced concrete circular platform • Bored pile, pile length 56m in the core area, 52m in the extension area Section Load of Supercolumn and Core Sandy silt Fine sand Silt Sandy silt Silt Silty clay Silt Excavation • Tower foundation pits area of 11,500 square meters and a depth of about 31 meters • Non-beamed single building pit0 Additionally, there is a sky lobby composed of a double curtain wall at the bottom of Zones 2-8. There is a total of 21 full-floor sky lobbies in the building with transparent visions and panoramic city views, providing a safe and comfortable work and socialenvironment. SHEET 11 PILES • Staggered pile arrangement in load concentrated area • Orthogonal shaped pile arrangement in other area Piles Plan 56m length in core area, staggered 52m length in others, Orthogonal 52m length in s-column area, staggered • Raft thickness is determined by the strength of anti- punching, and then check the flexural strength • 6m thickness(3.7m of Dubai Khalīfa tower) • Variable Stiffness Design to control Settlement • Variable Stiffness iterative method to calculate the resulting of pile stiffness after the amended merger Settlement of Uniform stiffness design Settlement of Variable Stiffness Design Additionally, there is a sky lobby composed of a double curtain wall at the bottom of Zones 2-8. There is a total of 21 full-floor sky lobbies in the building with transparent visions and panoramic city views, providing a safe and comfortable work and socialenvironment. SHEET 12
