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Belt truss and outrigger systemsof Cheung Kong Center
Layout detail of the belt truss andoutrigger systems of Cheung Kong Center
Page 4 and 5: Redevelopment of the Lee GardensHot
Page 6 and 7: International Finance Center Tower
Page 8 and 9: Characteristic for buildings constr
Page 10 and 11: Connecting the steel frame tothe in
Page 12 and 13: A 5-level basement wasconstructed u
Page 14 and 15: Major elements in Composite Buildin
Page 16 and 17: Manulife TowerForming the core wall
Page 18 and 19: International Finance CenterTower 2
Page 20 and 21: Anchor frame used in the Shun Hing
Page 22 and 23: Another view of the connection arra
Page 24 and 25: Concrete filled steel column used i
Page 26 and 27: Various forms of composite columns
Page 28 and 29: Composite columns forming themega-c
Page 30 and 31: External steel column being erected
Page 34 and 35: Detail of the slab (beforeconcretin
Page 36 and 37: Welding the shear stud ontothe stee
Page 40 and 41: Detail of the Transfer Truss locate
Page 42 and 43: Elevation and InstallationArrangeme
Page 44 and 45: Construction zonefor core wallCore
Page 48 and 49: Outrigger and the column connection
Page 50 and 51: Installation of the belt truss atca
Page 52 and 53: Installation ofthe belt trussIntern
Page 54 and 55: Installing the bracing frame for th
Page 56 and 57: Sequential detail of theretro-insta
Page 58 and 59: Detail of the column shortening con
Page 60 and 61: Production concerns for the constru
Page 62 and 63: Layout situation during the later s
Page 64 and 65: Layout situation during the constru
Page 66 and 67: Layout as shown 4 months later
Page 68 and 69: Core wall and steelframe worked atd
Page 70 and 71: Delivery and liftingof steel member
Page 72 and 73: Provision of lifting equipment fort
Page 74 and 75: Locating the cranesinside the core
Page 76 and 77: Temporary work provision -Erection
Page 78 and 79: Erection of temporarysuspended plat
Page 80 and 81: Intensive use of dry wall makingwat
Page 82 and 83: Applying spray-on fireresisting pla
Page 84 and 85: Encasing the fire escape and lift s
Page 86 and 87: Concrete encasement to steel member
Page 88 and 89: Encasing a column using traditional
Page 90 and 91: Encasing a column usingself-climbin
Page 92 and 93: Future development of using structu
Page 94 and 95: Convenient products in market allow
Page 96 and 97:
Detail of the hybrid elements
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