Lee's Gardens Redevelopment

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Contract arrangement The project was sub-divided into 3 parts: 1. Demolition of the superstructure of the old Lee Garden Hotel 2. Demolition of the old basement and the construction of the cut-off walling provision, foundation for the new building, and the core wall of the new building below ground level. 3. Construction of the new building including the basement
Demolition of the old basement and Foundation Construction Though project of this kind is not exactly uncommon in Hong Kong, the following features, however, still make the redevelopment of the Lee Garden quite unique and thus imposed certain technical difficulties. 1 2 A 2-level old basement structure covered the entire site area was to be demolished. Work was difficult for the old basement still took up the ground pressure. A 4-level basement of the same size was to be built to replace the old. Besides, a 5-level podium covering the entire site area was also built, that made the site extremely lack of working space during the construction.
Page 1 and 2: Construction of the Manulife Tower
Page 3 and 4: Block plan showing the building lay
Page 5 and 6: 1/F and 3/F Layout Plan Circular-sh
Page 7: Background Information about the Re
Page 11 and 12: 6. While doing the major substructu
Page 13 and 14: 1. Demolition support and ground st
Page 15 and 16: Later stages of basement demolition
Page 17 and 18: Arrangement of temporary support du
Page 19 and 20: New steel columns for the new build
Page 21 and 22: 2. Construction of new foundations
Page 23 and 24: Construction of caisson pile as cut
Page 25 and 26: Shoring support to stabilize the di
Page 27 and 28: Constructing the caisson foundation
Page 29 and 30: 3. Changing over and provisional wo
Page 31 and 32: • Demolish the remaining old base
Page 33 and 34: Install steel columns into the part
Page 35 and 36: Coupling arrangement to connect the
Page 37 and 38: Constructing the core wall at the l
Page 39 and 40: Gradual completion of the new groun
Page 41 and 42: Construction of the superstructure
Page 43 and 44: The steel frame was supported by st
Page 45 and 46: Structural steel frame before the e
Page 47 and 48: Forming the transfer truss
Page 49 and 50: Anchor frame embedded in core wall
Page 51 and 52: Temporary connecting clips to adjus
Page 53 and 54: Transformer for arc welding Cylinde
Page 55 and 56: Forming the composite floor slab Co
Page 57 and 58: Construction of the core wall using
Page 59 and 60:
Erecting the Climb Form from the gr
Page 61 and 62:
Detail of hydraulic rod and support
Page 63 and 64:
Stiffening ribs on sides of core wa
Page 65 and 66:
Construction of the Top-down Baseme
Page 67 and 68:
Excavation inside the basement Floo
Page 69 and 70:
Core wall Soldier pile wall for the
Page 71 and 72:
Forming the beam formwork using con
Page 73 and 74:
A lifting crane was provided for th
Page 75 and 76:
Bar coupler provided in the upper p
Page 77 and 78:
Placing of concrete in small quanti
Page 79 and 80:
4. Very complicated building servic
Page 81 and 82:
Installing the curtain - some diffi
Page 83 and 84:
The atrium after finished
Page 85 and 86:
Installation of the false ceiling w
Page 87:
End of Presentation
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Lee's Gardens Redevelopment

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